Estimator's Electrical Man-Hour Manual, Third Edition (Estimator's Man-Hour Library)

ESTIMATOR’S ELECTRICAL 1 E H D I I T D R I O N Man-Hour M a n u a l s and O t h e r B o o k s by J o h n S...

Author: John S. Page

720 downloads 3578 Views 7MB Size Report

This content was uploaded by our users and we assume good faith they have the permission to share this book. If you own the copyright to this book and it is wrongfully on our website, we offer a simple DMCA procedure to remove your content from our site. Start by pressing the button below!

Report copyright / DMCA form

DOWNLOAD PDF

ESTIMATOR’S ELECTRICAL 1

E

H

D

I

I

T

D

R

I

O

N

Man-Hour M a n u a l s and O t h e r B o o k s by J o h n S. P a g e Conceptual Cost Estimating Manual Cost Estimating Manual for Pipelines and Marine Structures Estimator's Electrical Man-Hour Manual/:,lrd E~lition Estimator's Equipment Installation Man-Hour Manual/3rd Edition Estimator's General Construction Man-Hour Mamml/2nd Edition Estimator's Man-Hour Manual on Heating, Air Conditioning, Ventilating, and Plumbing/2nd Edition Estimator's Piping Man-Hour Manual/5th Edition J o h n S. P a g e has wide experience in cost and labor estimating, having worked for some of the largest construction firms in the world. He has made and assembled numerous types of estimates including lump-sum, hard-priced, and scope, and has conducted n m ~ time and method studies in the field and in fabricating shops. Mr. Page has a B.S. in civil engineering from the University of Arkansas and received the Award of Merit from the American Association of Cost Engineers in recognition of outstmtding service and cost engineering.

ESTIMATOR’S ELECTRICAL T

E

I

H

D

I

T

D

R

I

O

N

JOHN S. PAGE

+ P

Gulf Professional Publishing YY An Imprint of Elsevier

To all electrical e s t i m a t o r s w h o have s p e n t m a n y h o u r s b u r n i n g midnight oil a n d scratching h e a d s trying to estimate r e a s o n a b l e l a b o r units, I dedicate this manual.

Copyright 9 1959, 1979, 1999 by Butterworth-Heinemann. All rights reserved. Printed in the United States of America.

Permlsslons may be sought dlmctly from Elsevier's Science and Technology Rights Depadment In Oxford, UK. Phone: (44) 1865 843830, Fax: (44) 1865 853333, e-malh permlssionsQel~vier.co.uk. You may also complete your request onAine via the Elsevier homepage: httD://www.elsevier.comby selecting "Customer Support" and then "Obtaining Permissions".

Originally published by Gulf Publishing Company, Houston, TX.

For information, please contact: Manager of Special Sales Butterwogh-Heinemann An Imprint of Elsevier 225 Wildwood Avenue Wobum, MA 01801--204 I Tel: 781-904-2500 Fax: 781-904-2620 For information on all tlutterworth-Heinemann publications available, contact our World Wide Web home page at: http://www.bh.com 1098765 Library of Congress Cataloging-in-Publication Data Page, John S. Estimator's electrical man-hour manual / John S. Page. - - 3rd ed. p. cm. Includes bibliographical references and index~ ISBN-13:978-0-88415-228-6 ISBN-10:0-88415-228-6 (alk. paper) 1. Electric engineering--Estimates. I. Title. TK435.P3 1999 621.319'24"0299--dc21 99-18584 ISBN-13:978-0-88415-228-6 CIP ISBN-10:0-88415-228-6 Printed in the United States of America. Printed on acid-free paper (.0).

CONTENTS Preface, xviii The Human Factor in Estimating, xviii Introduction, xix

BRANCH,

S e c t i o n 1--SERVICE, AND FEEDER

ROUGH-IN

Section Introduction ......................................................................................................... Square Boxes, Covers, and Rings Walls, Flat Slabs, and Concrete Pan Form Construction (Concealed) .................. Wall and Ceiling Surfaces (Exposed) ......................................................................... Concrete Block, Brick or Hollow Tile Walls (Concealed) ....................................... Woodframe Construction (Concealed) ...................................................................... Suspended Ceiling Construction (Concealed) .......................................................... Octagon and Special Boxes, Round Covers, and Rings Flat Concrete Slab Construction (Concealed) .......................................................... Concrete Pan Form Construction (Concealed) ........................................................ Concrete Wall Construction (Concealed) .................................................................. Concrete Block, Brick, and Hollow Tile Walls (Concealed) ................................... Wall and Ceiling Construction (Exposed) ................................................................. Wood Frame Construction (Concealed) .................................................................... Suspended Ceding Construction (Concealed) .......................................................... Knockout Type Outlet Gang Boxes and Covers Flat Concrete Slab Construction (Concealed) .......................................................... Concrete Pan Form Construction (Concealed) ........................................................ Concrete Wall Construction (Concealed) .................................................................. Concrete Block, Brick and Hollow TUe Walls (Concealed) .................................... Wall and Ceiling Construction (Exposed) ................................................................. Wood Frame Construction (Concealed) .................................................................... Suspended Ceiling Construction (Concealed) .......................................................... Handy and Sectional Switch Boxes Concrete Wall Construction (Concealed) .................................................................. Concrete Block, Brick and Hollow Tile Walls (Concealed) .................................... Wall Construction (Exposed) ...................................................................................... Wood Frame Construction (Concealed) .................................................................... S.C. Pull and Hinge Covered Boxes Flat Concrete Slab Construction (Concealed) .......................................................... Concrete Pan Form Construction (Concealed) ........................................................ Concrete Wall Construction (Concealed) .................................................................. Concrete Block, Brick, and Hollow Tile Walls (Concealed) ................................... Wall and Ceiling Construction (Exposed) ................................................................. Wood Frame Construction (Concealed) .................................................................... Suspended Ceiling Construction (Concealed) .......................................................... Rigid Steel or ~,luminum Oval Conduit Bodies ............................................................. Rigid Steel or Aluminum Oval Conduit Bodies .............................................................

1 2 2 3 3

4 5 5 6

6 7 7 8

9

10 11 12 13

14

15 16 16 17 17 18 19 20 21 22 23 24 25 26

Electric Metallic Tubing ()val Conduit Bodies .............................................................. Plastic Conduit Oval Conduit Bodies ............................................................................. FS Type Threaded Cast Device Boxes Flat Concrete Slab Construction (Concealed) .......................................................... Flat Concrete Slab Construction (Concealed) .......................................................... Concrete Pan F o r m Construction (Concealed) ........................................................ Concrete Pan Form Construction (Concealed) ........................................................ Concrete Wall Construction (Concealed) .................................................................. Concrete Wall Construction (Concealed) .................................................................. Concrete Block, Brick, and Hollow Tile Walls (Concealed) ................................... Concrete Block, Brick, and Hollow Tile Walls (Concealed) ................................... Wall and Ceding Construction (Exposed) ................................................................. Wall and Ceiling Construction (Exposed) ................................................................. Wood F r a m e Construction (Concealed) .................................................................... Wood F r a m e Construction (Concealed) .................................................................... Suspended Ceiling Construction (Concealed) .......................................................... Suspended Ceiling Construction (Concealed) .......................................................... FS Type Threadless Cast Device Boxes Flat Concrete Slab Construction (Concealed) .......................................................... Concrete Pan Form Construction (Concealed) ........................................................ Concrete Wall Construction (Concealed) .................................................................. Concrete Block, Brick, and Hollow 'l~le Walls (Concealed) ................................... Wall and Ceiling Construction (Exposed) ................................................................. Wood F r a m e Construction (Concealed) .................................................................... Suspended Ceiling Construction (Concealed) .......................................................... FS Type Device Box Covers ............................................................................................ Moisture Proof Threaded Device Boxes and Covers ................................................... Vapolet and SEH Type Threaded Cast Outlet and Junction Boxes ............................ Single and Duplex Cast Iron and Steel K.O. Type Floor Boxes .................................. Cast Iron Junction and (~ang Floor Boxes .................................................................... Galvanized Rigid Steel Conduit Underground Constructi(.i (Concealed) ................................................................... Flat Concrete Slab or Pint Form Construction (Concealed) .................................. Concrete Walls (Conceal~,~l) ........................................................................................ Concrete Block, Brick, m.I Hollow "l~le Walls (Concealed) ................................... Walls and Ceilings (Exp(im.d) ...................................................................................... Wood F r a m e C o n s t n u ' t i o . (Concealed) .................................................................... Suspended Ceiling Coastniction (Concealed) .......................................................... Equipment Connections (Exposed) ........................................................................... Rigid Aluminum Conduil Underground C o n s t n . ' t i o n (Concealed) ................................................................... Flat Concrete Slab or Cozicrete Pan F o r m Construction (Concealed) ................. Concrete Walls (Concl.ah,cl) ........................................................................................ Concrete Block, Brick, or Hollow Tile (Concealed) ................................................ Walls and Ceilings (Exposed) ...................................................................................... Wood F r a m e Construction (Concealed) .................................................................... Suspended Ceiling Construction (Concealed) .......................................................... Equipment Connections (Exposed) ........................................................................... Plastic Conduit Underground Construction (Concealed) ................................................................... Flat Concrete Slab or Concrete Pan F o r m (Concealed) ......................................... Concrete Walls (Concealed) ........................................................................................ vt

27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 43 44 44 45 45 46 47 48 49 50 51 52 52 53 53 54 54 55 55 56 57 57 58 58 59 59 60 61 62 62

Concrete Block, Brick, or Hollow Tile (Concealed) ................................................ 63 Walls and Ceilings (Exposed) ...................................................................................... 63 W o o d Frame Construction (Concealed) .................................................................... 64 Suspended Ceiling Construction (Concealed) .......................................................... 64 Equipment Connections (Exposed) ........................................................................... 65 Electric Metallic Tubing (Thinwall) Underground Construction (Concealed) ................................................................... 66 Flat Concrete Slab or Concrete Pan F o r m (Concealed) ......................................... 67 Concrete Walls (Concealed) ........................................................................................ 67 Concrete Block, Brick or Hollow Tile (Concealed) ................................................. 68 Walls and Ceilings (Exposed) ...................................................................................... 68 Wood FTame Construction (Concealed) .................................................................... 69 Suspended Ceiling Construction ( c o n c e a l e d ) .......................................................... 69 Equipment Connections (Exposed) ........................................................................... 70 Flexible Steel Conduit Concrete Block, Brick, or Hollow Tile (Concealed) ................................................ 71 Walls and Ceilings (Exposed) ...................................................................................... 71 W o o d Frame Construction (Concealed) ..................................................................... 72 Suspended Ceding Construction (Concealed) .......................................................... 72 Equipment Conduit Bends in Shop and Field (Steel or Aluminum) ...................... 74 Cutting, Reaming, and Threading Conduit ( ~ I or Aluminum) ........................... 75 Cutting, and E n d Preparation of Plastic and Flexible Conduit and Electric Metallic Tubing .......................................................................................................... 76 Thread-Ons for Steel and Aluminum Fittings ........................................................... 77 M a k e U p for Electric Metallic Tubing and Plastic P V C Conduit ............................ 78 Make-Ups for Flexible Conduit Fittings .................................................................... 79

S e c t i o n 2 - - B R A N C H , SERVICE, A N D F E E D E R WIRING Section Introduction .......................................................................................................... 80 Branch Circuit, Size #8 and Smaller, 600-Volt, Single Conductor, Solid Copper Wire Heights to 10 F e e t ......................................................................................................... 81 Heights to 15 Feet ......................................................................................................... 81 Heights to 20 Feet ......................................................................................................... 82 Heights to 25 Feet ......................................................................................................... 82 Branch Circuit, Size #8 and Smaller, 6(~Volt, Single Conductor, Stranded Copper Wire Heights to 10 Feet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83 Heights to 15 Feet ......................................................................................................... 83 Heights to 20 Feet ......................................................................................................... 84 Heights to 25 Feet ......................................................................................................... 84 Branch Circuit, Size #8 and Smaller, 600-Volt, Single Conductor, Solid Aluminum Wire Heights to 10 Feet ......................................................................................................... 85 Heights to 15 F e e t ......................................................................................................... 85 Heights to 20 Feet ......................................................................................................... 86 Heights to 25 F e e t ......................................................................................................... 86 Branch Circuit, Size #8 and Smaller, 6(D-Volt, Single Conductor, Stranded Aluminum Wire Heights to 10 Feet ......................................................................................................... 87 Heights to 15 F e e t ......................................................................................................... 87 vii

Heights to 20 Feet ......................................................................................................... 88 Heights to 25 Feet ......................................................................................................... 88 Fixture W'wing, Single Condl.'tor, 600-Volt, #12 and Smaller, and Solid Copper .... 89 Boiler Room Wwing, Single (~'onductor, 300-Volt, #8 and Smaller, Solid and Stranded Copper ........................................................................................................... 90 Flexible Metallic Armored Cable Wood or Metal Frame Construction (Concealed) .................................................... 91 Masonry Walls (Concealed) ........................................................................................ 92 Suspended Ceilings (Concealed) ................................................................................ 93 Flat Ceilings or Walls (Exposed) ................................................................................ 94 Nonmetallic Sheathed Cable Wood or Metal Frame Construction (Concealed) .................................................... 95 Masonry Walls (Concealed) ........................................................................................ 96 Suspended Ceilings (Concealed) ................................................................................ 97 Flat Ceilings or Walls (Exposed) ................................................................................ 98 Connectors for Flexible Metallic Armored and Nonmetallic Sheathed Cable ......... 99 Low Voltage Thermostat and Lighting Control Branch Cable Wood or Metal Frame Construction (Concealed) .................................................... 100 Masonry Walls (Concealed) ........................................................................................ 101 Suspended Ceilings (Concealed) ................................................................................ 102 Flat Ceilings and Walls (Exlmsed) ............................................................................. 103 Installed in Conduit ...................................................................................................... 104 Mineral Insulated Cable mul Terminators Concrete Slab Constrm'tiqm (Concealed) ................................................................. 105 Masonry Walls (Conce~ded) ........................................................................................ 10ft Flat Ceilings and Walls (Exposed) ............................................................................. 107 Open Truss or Bar Joist (Exposed) ............................................................................ 108 Connect Equipment (Exp~..~d) .................................................................................. 109 Aluminum Sheathed Cabh, and Connectors Wood or Metal Frame ('.on.ulxuction (Concealed) .................................................... 110 Masonry Walls (Conceale[I) ........................................................................................ 111 Suspended Ceilings (C~mcc~ded) ................................................................................ 112 Flat Ceilings and Walls (Exposed) ............................................................................ 113 Open Truss or Bar Joist (Exposed) ........................................................................... 114 Connect Equipment (ExlMmCd) ................................................................................. I15 Service and Feeder Wiring, Size #6 and Larger, 600-Volt, Single C,)nduct()r, Stranded Copper, Rubber lnmdated Heights to 10 Feet ......................................................................................................... 116 Heights to 15 Feet ......................................................................................................... 117 Heights to 20 Feet ......................................................................................................... 118 Heights to 25 Feet ......................................................................................................... 119 Service and Feeder Wiring, S i ~ #6 and Larger, 600-Volt, Single Conductor, Stranded Aluminum, Rubber Insulated Heights to 10 Feet .......................................................................................................... 120 Heights to 15 Feet ......................................................................................................... 121 Heights to 20 Feet .......................................................................................................... 122 Heights to 25 Feet ......................................................................................................... 123 Service and Feeder Wiring, Size #6 and Larger, 600-Volt, Single Conductor, Stranded Copper, Thermoplastic Insulated Heights to 10 Feet ......................................................................................................... 124 Heights to 15 Feet .......................................................................................................... 125 viii

Heights to 20 F e e t ......................................................................................................... Heights to 25 F e e t .......................................................................................................... Service a n d F e e d e r Wiring, Size #6 a n d Lm~er, 600-Volts, Single Conductor, S t r a n d e d Aluminum, Thermoplastic Insulated Heights to 10 F e e t .......................................................................................................... Heights to 15 F e e t .......................................................................................................... Heights to 20 F e e t .......................................................................................................... Heights to 25 F e e t ......................................................................................................... W'we C o n n e c t o r s and Lugs .............................................................................................. W'we Vertical Riser Supports ........................................................................................... Service a n d F e e d e r Wire Grounding Materials ............................................................. Mineral Insulated S h e a t h e d Cable, W'we Size #6 and Larger Wood o r Metal F r a m e Construction (Concealed) .................................................... S u s p e n d e d Ceilings (Concealed) ................................................................................ C o n c r e t e F l o o r and Walls (Concealed) ..................................................................... Flat Slabs and Walls ( E x p o s e d ) .................................................................................. Masonry Walls (Concealed) ........................................................................................ Cable Trays or Channel ( E x p o s e d ) ............................................................................ Interlocked A r m o r e d Cable 600 Volt ........................................................................................................................... 5 K V ................................................................................................................................ 15 KV .............................................................................................................................. Nonwatertight and Watertight Fittings for 60(0Volt ................................................. C o m p o u n d Fittings and Cable Splicing for 600-Volt ................................................ C o m p o u n d Fittings, P o t h e a d s and Cable Splicing for 5,000-Volt .......................... C o m p o u n d Fittings, P o t h e a d s and Cable Splicing for 15,000-Volt ........................

126 127

128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 142 143 144 145 146

Section 3--WIRING DEVICES---SWITCHES, OUTLETS, AND RECEPTACLES Section Introduction ........................................................................................................ 147 Tumbler a n d Tumbler Lock Type Switches ................................................................... 148 Weatherproof, Mark Time, and Thermal Switches ...................................................... 149 Door, M o m e n t m ~ Contact, Tumble Type Dimmer, a n d Rotary D i m m e r Switches .. 150 Switch and Receptacle Combinations and Duplex R e c e p t a c l e s ................................ 151 Single Nongrounding Receptacles .................................................................................. 152 Single Grounding Receptacles ........................................................................................ 153 Miscellaneous R e c e p t a c l e s .............................................................................................. 154 Switch Receptacle, and Combination Plates ................................................................ 155 Miscellaneous Device Plates ........................................................................................... 156 Despard Devices ............................................................................................................... 157 Despard Plates .................................................................................................................. 158

Section 4-S U R F A C E METAL RACEWAY A N D B R A N C H BUSWAY Section Introduction ........................................................................................................ 159 Fittings a n d Boxes for Surface Metal R a c e w a y ........................................................... 160 Surface Metal R a c e w a y a n d W'trc O n e Piece ............................................................. 161 ix

Surface Metal Raceway mid Multi-Outlet Assemblies---Two Piece ........................... 162 Branch Busway---50 Amp Phtg-ln Type ......................................................................... 163

Section 5--LIGHTING FIXTURES Section Introduction ........................................................................................................ Commercial Interior Incandescent Fixtures Surface Mounted 1-Iaunp Units .................................................................................. Surface Mounted 2-, 3- and 4 - ~ p Units ................................................................. Pendant Mounted 1- and 4-Lamp Units ..................................................................... Pendant Mounted 1-Lamp Units ................................................................................. Pendant Mounted 2- and 3-Lamp Units ..................................................................... Round Body Recessed Mounted 1-1aunp Units ........................................................ Square Body Recessed Mounted 1- and 2-Lamp Units ............................................ Square Body Recessed Mounted 1- and 2-Lamp Units ............................................ Square Body Recessed Mounted 3- and 4-Lamp Units ............................................ Porcelain and Plastic 1-1amtp Units ........................................................................... Commercial and Industrial Incandescent Exit Light Units ........................................ Industrial Interior Incandescent Fixtures Surface Mounted Porcelain Enamel Reflector 1-Lamp Units ................................. Surface Mounted Porcelain Enamel Reflector 1-Lamp Units ................................ Vaportite Lampholder l-Lamp Units ......................................................................... Explosion Proof Enclosed Iaunp Holder 1-Iamip Units ......................................... Pendant Mounted P o ~ e l a i n Enamel Reflector 1-Lamp Units ............................... Pendant Mounted P o ~ e l a i n Enamel Reflector l-Lamp Units ............................... High Bay Rigid Aluminum and Explosion Proof Reflector Lampholders ............ Interior Vaportite and Mercury Vapor ~vt~tLres Incandescent Vaportite Light Fixtures and Accessories ........................................ Mercury Vapor Separable , ~ c k e t 1- and 2-Lamp Units .......................................... Mercury Vapor One Piece Socket 1- and 2-Iamtp Units .......................................... Mercury Vapor Rigid 1 Lampholder with Glass Cover ........................................... Mercury Vapor Rigid ExplcJsion Proof I Lamp Units ............................................. Interior Fluorescent Lighthtg Fixtures Surface Mounted--l-qhbe .......................................................................................... Surface Mounted--2-'lhl~,. ......................................................................................... Surface Mounted---3-'lhbe .......................................................................................... Surface Mounted--4-'lhbe. ......................................................................................... Surface Mounted--6-'lhbe. ......................................................................................... Surface Mounted---8-'lhl~,. ......................................................................................... Ceiling Suspended--- 1 .Tube. ....................................................................................... Ceiling Suspendedw2-Tuts,. ....................................................................................... Ceiling Suspended--3-Tube ........................................................................................ Ceding Suspended--4-1hbe ........................................................................................ Ceiling Suspended---6-Tube ......................................................................................... Ceiling Suspended--8-Tube ........................................................................................ Recessed M o u n t e d - - l - and 2-Tube ........................................................................... Recessed Mounted--3- and 4-Tube ........................................................................... Recessed Mounted---8- and 8-Tube ........................................................................... Wall or Cove Mounted---I- and 2-Tube ..................................................................... Wall or Cove Mounted---3- and 4-Tube ..................................................................... Wall or Cove Mounted---6- and 8-Tube ......................................................................

164 165 166 167 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 183 184 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202

F l u s h M o u n t e d Air H a n d l i n g - - l - a n d 2-Tube .......................................................... F l u s h M o u n t e d Air H a n d l i n g - - 3 - a n d 4-Tube .......................................................... F l u s h M o u n t e d - - G a n d 8-Tube .................................................................................. V a p o r t i t e - - l - a n d 2-Tube ............................................................................................ Vaportite---3- a n d 4-Tube ............................................................................................ V a p o r t i t e - - G a n d 8-Tube ............................................................................................ Class II E x p l o s i o n P r o o f - - l - a n d 2-Tube ................................................................. Class I! E x p l o s i o n P r o o f - - 8 - a n d 4-Tube ................................................................. Class il F x p l o s i o n P r o o f - - 6 - a n d 8-Tube ................................................................. Class I E x p l o s i o n Proof--- 1- and 2-Tube ................................................................... Class I E x p l o s i o n P r o o f - - 3 - a n d 4-Tube ................................................................... Class ! E x p l o s i o n P r o o f - - 6 - and 8-Tube ................................................................... Fluoresct,nt L u m i n o u s Ceiling S y s t e m - - C o n d i t i o n s 1, 2 a l,I :t ................................ Fluores~'t,nt L u m i n o u s Ceiling S y s t e m - - C o n d i t i o n s 4 ant! 5 .................................... Auditori,l,n Lighting ........................................................................................................ Fluorest.t,n! Tube Installation ........................................................................................ Fluoresc'q,nt Ballast a n d Filter Installation ................................................................... Incandes~.ent Bulb Installation ...................................................................................... O u t d o o r I,'lood Lighting ..................................................................................................

Section 6--UNDERFLOOR

203 204 205 206 207 208 209 210 210 211 212 212 213 213 214 215 216 217 218

DUCT

Section I n t r o d u c t i o n ........................................................................................................ F i b e r Dll~'ts ....................................................................................................................... S t a n d a r d Steel D u c t s and Fittings ................................................................................. S t a n d a n l Steel Duct J u n c t i o n B o x e s a n d A c c e s s o r i e s ............................................... Steel T r e n c h Duct ............................................................................................................ Steel T r e n c h Duct Fittings .............................................................................................. Steel T r e n c h D u c t Fittings .............................................................................................. Steel Imlustrial D u c t ........................................................................................................ D u c t Wiring a n d Devices a n d A c c e s s o r i e s ................................................................... L o w and High P o t e n t i a l Devices ....................................................................................

219 229 221 222 223 224 225 226 227 228

Section '/--BUS DUCT S e c t i o n I n t r o d u c t i o n ........................................................................................................ Install 3-Phase, 3-Pole C o p p e r Plug-ln Type Bus D u c t D u c t - - H e i g h t s to 10 F e e t ........................................................................................... D u c t - - H e i g h t s to 15 F e e t ........................................................................................... D u c t - - H e i g h t s to 20 F e e t ........................................................................................... D u c t - t leights to 25 F e e t ........................................................................................... F i t t i n g , s o H e i g h t s to 10 F e e t ...................................................................................... F i t t i n g s - - H e i g h t s to 15 F e e t ...................................................................................... F i t t i n g s o H e i g h t s to 20 F e e t ...................................................................................... Fitting,smiteights to 25 F e e t ...................................................................................... Install 3-1'hase, 3-Pole A l u m i n u m Plug-In Type Bus Duct D u c t - - H e i g h t s to 10 F e e t ........................................................................................... D u c t - - H e i g h t s to 15 F e e t ........................................................................................... D u c t - - H e i g h t s to 20 F e e t ........................................................................................... D u e t - - H e i g h t s to 25 F e e t ........................................................................................... x|

229 230 230 231 231 232 232 233 233 234 234 235 235

Fittings---Heights to 10 Feet ...................................................................................... 236 Fittings--Heights to 15 Feet ...................................................................................... 236 Fitthtgs---Heights to 20 Feet ...................................................................................... 237 Fittings--Heights to 25 Feet ...................................................................................... 237 Fusible and Nonfusible Switches 250- or 60(0Volts Plug-In and Bolt-On 1~xm---Heights to 10 Feet ...................................................... 238 Plug-ln and Bolt-On Types---Heights to 15 Feet ...................................................... 238 Plug-In and Bolt-On Types--Heights to 20 Feet ...................................................... 239 Plug-ln Molded Case Circuit Breakers For Heights to 10 Feet ................................................................................................ 240 For Heights to 15 Feet ................................................................................................ 241 For Heights to 20 Feet ................................................................................................ 242 3-Phase, 3-Pole Copper-Feeder Type Bus Duct Duct--Heights to 10 Feet ........................................................................................... 243 DuctmHeights to 15 Feet ........................................................................................... 243 Duct--Heights to 20 Feet ........................................................................................... 244 Duct--Heights to 25 Feet ........................................................................................... 244 Fittings--Heights to I0 Feet ...................................................................................... 245 Fittings---Heights to 15 Feet ...................................................................................... 245 Fittings--Heights to 20 Feet ...................................................................................... 246 Fittings--Heights to 25 Feet ...................................................................................... 246 3-Phase, 3-Pole Aluminum F e e d e r Type Bus Duct D u c t m H e i g h t s to 10 F e e t ........................................................................................... 247 D u c t - - H e i g h t s to 15 F e e t ........................................................................................... 247 D u c t m H e i g h t s to 20 F e e t ........................................................................................... 248 D u c t - - H e i g h t s to 25 F e e t ........................................................................................... 248 Fittings---Heights to 10 F e e t ...................................................................................... 249 Fittings---Heights to 15 F e e t ...................................................................................... 249 F i t t i n g s - - H e i g h t s to 20 F e e t ...................................................................................... 250 F i t t i n g s - - H e i g h t s to 25 F e e t ...................................................................................... 250

Section

8--ELECTRIC

HEATING

AND

VENTILATING

Section Introduction ........................................................................................................ 251 B a s e b o a r d Convectors .................................................................................................... 252 Radiant B a s e b o a r d s and B a s e b o a r d Accessories ....................................................... 253 I n d o o r Type Radiant Heal C:dde ................................................................................... 254 600-Volt Outside Heating Calde ..................................................................................... 255 O u t d o o r Mat Type Heatblg Cable .................................................................................. 256 O u t d o o r Mat Type HeatbLg Cable .................................................................................. 257 Surface and S u s p e n d e d Ceiling, Mounted, Radiant Heating Panels ......................... 258 Electric F l o o r and Wall Heaters .................................................................................... 259 Recessed and Radiant Wall I le.aters ............................................................................ .. 260 Radiant and Infrared Ceiling Heaters ........................................................................... 261 Radiant and Infrared Commercial Ceiling Heaters ..................................................... 262 Duct Insert H e a t e r s .......................................................................................................... 264 Electric ~m'nace ............................................................................................................... 264 Hydronic H e a t e r E l e m e n t s ............................................................................................. 265 Hydronic H e a t e r E l e m e n t s .............................................................................................. 266 Electrostatic Air Filtersand Domestic Humidifiers .................................................... 267 Air to Air Heat P u m p s ..................................................................................................... 268 xll

Standard Unit Heaters with Blowers ............................................................................ 269 Explosion Proof Unit Heaters with Blowers ............................................................... 270 Powered Roof Ventilators ................................................................................................ 271 Non-Heating Blowers ....................................................................................................... 272 Exhaust Fans ..................................................................................................................... 273 Electric Heating Controls ................................................................................................ 274

Section

9---PANELBOARDS

AND

ACCESSORIES

Section Introduction ........................................................................................................ Branch Circuit Panelboards Standard Type .............................................................................................................. Miscellaneous Installations and Connections .......................................................... Circuit Wire Connections to Spare Branches in Place ........................................... Placing Branch Units in Blank Spaces and Circuit Connections .......................... Main Circuit Breaker or Switch Adder Manhours .................................................. Main Circuit Breaker or Switch Adder Manhours .................................................. Sub-Feeder Circuit Breaker or Switch Adder Manhours ....................................... 3-Phase, 4-V~rtre Surface or Flush Mounted Panelboards ....................................... Distribution and Power Panelboards Cabinet Installation ..................................................................................................... Circuit Breaker Type Branches .................................................................................. Circuit Breaker Type Other Sections and Main Circuit Breaker ........................... Circuit Breaker Circuit Wire Connections to Spare Branches in Place ............... Replace Blank Spaces with Branch Units--Circuit Breaker Type ....................... Switch and Fuse Type Branches and Other Sections ............................................. Switch and Fuse Circuit W~weConnections to Spare Branches in Place ............. Replacing Blank Spaces with Branch Units and Connecting Circuits Conductors Switch and Fuse Type ........................................................................ Circuit Breaker and Switch and Fuse Magnetic Starter Sections ......................... Circuit Vgtre Connections to Spare Starters in Place .............................................. Placing Complete Starter Units in Blank Spaces .................................................... Cable and Lug Connectors .........................................................................................

Section

l O--SWITCHBOARDS

276 277 277 277 278 279 280 280 281 282 283 284 285 286 287 288 289 289 289 290

AND ACCESSORIES

Section Introduction ........................................................................................................ Handling Low Voltage Switchboard Sections .............................................................. Molded Case Circuit Breakers Switchboard Branch Conductor Connectors ........................................................... Circuit Wire Connections to Spare Branches in Place ........................................... Replacing Blank Spaces with Branch Units in Place .............................................. Main Circuit Breaker Conductor and Switchboard Busway Stub Connections ..... Switch and Fuse Type Branches Branches ....................................................................................................................... Circuit W-we Connections to Spare Branches in Place ........................................... Miscellaneous Switchboard Section Conductor Terminations and Terminal Connections .............................................. Meters for Switchboards---3-Phase, 4-Wire .................................................................. Replace Blank Spaces with Switch and F u s e Branch Units ...................................... Switchboard Pull Boxes ..................................................................................................

xiii

275

291 292 293 294 295 296 297 298 299 300 301 302

Section SWITCHES,

STARTERS,

11-

CONTROLS,

AND

GU'I'rERS

Section Introduction ........................................................................................................ Externally Operated Safety Switches 250-Volt Fusible and Nonfusible ................................................................................ 600-Volt Fusible and Nonfusible ................................................................................ Circuit Breakers Separate and Combination Installation .......................................... Magnetic Starters Reversing and Nonreversing ...................................................................................... Circuit Breaker and Starter or Switch and Starter Combination .......................... Pushbutton Stations .................................................................................................... Manual Motor Starting Switches ................................................................................... 1- and 2-Speed Drum Switches ...................................................................................... Control Devices Time Switches, Enclosed Magnetic Relays and Pressure Float Limit S w i t c h e s . Reduced Voltage and Multi-Speed Starters .................................................................. Auxiliary Gutters and Fittings ........................................................................................ Junction Boxes ................................................................................................................. 1- and 2-Door Terminal Cabinets ................................................................................... Current Transformer, Meter Test Cabinets, and Meter Troughs ............................... Meter Service Entrance Switches and Meter Socket---Circuit Breaker Combination ................................................................................................................. Interconnecting Conductors, Split Bolt Connectors, and Lugs ................................. Conduit Nipples for Split Bolt and Lug Connectors ...................................................

Section

12--MOTOR

CONTROL

304 305 306 307 308 308 308 309 310 311 312 313 314 315 316 317 318

CENTERS

Section Introduction ........................................................................................................ Handling Motor Control Modular Units ........................................................................ Conductor Connections for Full Voltage, Non Reversing Modular Control Units Class I--Type A - - N o Termiual Blocks ..................................................................... Class I--Type B--Terminal Blocks Provided .......................................................... Class I--Type C--Master Terminal Block ................................................................ Circuit Wtre Connections to Spare Units in Place Class I--Types A, B, & C--Terminal Blocks Provided ........................................... Conductor Connections for Class I--Type B--Modular Control Units with Terminal Blocks Provided Full Voltage--Non Reversing ..................................................................................... Reduced Voltage--Non Reversing ............................................................................. 2-Speed--Full Voltage--Non Reversing ................................................................... Accessories for Modular Control Starter ..................................................................... Main Lugs and Neutral Block Connections .................................................................. Conductor Connections for Full Voltage Non Reversing Modular Control Units with Interlocking Auxiliary Contacts Class H--Type B--Terminal Blocks Provided ......................................................... Class H--Type C---Terminal Blocks Provided ......................................................... Motor Control Center Pull Boxes ..................................................................................

xiv

303

319 321 322 323 324 325

326 327 328 329 329 330 331 332

Section 13--MOTOR CONTROLS AND MOTORS Section Introduction ........................................................................................................ Motor S t m l h ~ Switches for 30-Amp AC Motors ......................................................... Mounting and C o n n e c l ~ g Dial Type Speed Regulating Rheostats ........................... Stmlhtg Compensators for 3-Phase Squirrel Induction AC Motors .......................... 30 Amp AC Magnetic Switches ...................................................................................... 3-Pole 220-Volt AC Magnetic Switches ......................................................................... DC Motor Switches .......................................................................................................... DC Motor Rheostats and Switches ................................................................................ DC Motor Switches--Starting Rheostats and Externally Operated Switches ........ Mounting Motors AC--60 Cycle---3- and 2-Phase--220, 440, or 550 Volts ......................................... A C - - ~ Cycle---Variable Speed---2- and 3-Phase---~0, 440, or 550 Volts ........... AC--25 Cycle---2- and 3-Phase---220, 440, or 550 Volts ......................................... AC---25 Cycle---Variable Speed--3- mad 2-Phase---220, 440, or 550 Volts ........... ~115-330 Volt---Constaat Speed---Shunt S e r i e s - - C o m p o u n d Wound ..........

333 334 334 335 336 336 337 337 338 339 340 341 342 343

Section 14---POWER TRANSFORMERS Section Introduction ........................................................................................................ 344 Air and Oil Cooled Transformers 60 Cycle--Single P h a s e - - P r i m a r y 440 o r 550 V o l t s - - S e c o n d a ~ 115 or 230 Volts ........................................................................................................ 345 25 Cycle--Single P h a s e ~ P r i n u u T 550 Volts--Secondary 115 or 230 Volts ........ 346

Section 15--OUTSIDE OVERHEAD SYSTEMS Section Introduction ........................................................................................................ Overhead Street Lighting Poles, Standards and Accessories ............................................................................. Supports and Miscellaneous Service Items .............................................................. Pole Setting and Pole Anchors ...................................................................................... Guys ................................................................................................................................... Cross Arms, Pins, and Secondary Racks ...................................................................... Stringing Wire ................................................................................................................... Aerial Cable ...................................................................................................................... Grounding and Prinmry and Secondary Protective Devices ..................................... Overhead Street Lighting and Control Installations ................................................... Pole Mounted Distribution Line Transformers ............................................................ Distribution Line Regulators and Capacitors .............................................................. Section

1(}

OUTSIDE

347 348 349 350 351 352 353 354 355 356 357 357

UNDERGROUND SYSTEMS

Section Introduction ........................................................................................................ Underground Fiber Ducts ............................................................................................... Underground A s b e ~ Cement Ducts .......................................................................... Underground Clay Ducts ................................................................................................ Lead Covered and Direct Burial Cable ......................................................................... 6(D-Volt, Type RL W'lre Cable Splices ........................................................................... xv

358 359 360 361 362 363

Section 17-COMMUNICATIONS AND SIGNAL SYSTEMS Section Introduction ........................................................................................................ Low Voltage Wire and Cable F o r Control Circuits and C o m m u n i c a t i o n a n d A n n u n c i a t o r Systems ......................... Control Circuits and C o m m u n i c a t i o n a n d A n n u n c i a t o r Systems ......................... Control Circuits and C o m m u n i c a t i o n a n d A n n u n c i a t o r Systems ......................... Sound a n d Shielded I n s t r u m e n t a t i o n Circuits ......................................................... Sound a n d Shielded I n s t r u m e n t a t i o n Circuits ......................................................... Sound a n d Shielded I n s t r u m e n t a t i o n Circuits ......................................................... Sound and Shielded I n s t r u m e n t a t i o n Circuits ......................................................... Shielded Pair Cables for S o u n d and I n s t r u m e n t a t i o n ............................................ Unshielded Pair Cables for I n t e r c o m a n d S o u n d .................................................... Coaxial, Closed Circuit a n d TV A n t e n n a Audio Cables ......................................... Wire and Cable Terminal C o n n e c t i o n s ......................................................................... Telephones a n d Burglar a n d Centralized Radio Systems ........................................... Clock and P r o g r a m Systems .......................................................................................... Fire Alarm a n d Hospital Signaling S y s t e m s ................................................................. Nurses Call a n d Paging Systems .................................................................................... I n t e r c o m m u n i c a t i o n Systems ........................................................................................ Miscellaneous Signal System Devices .......................................................................... P o w e r Supply Items ........................................................................................................

364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382

Section 18-ELECTRICAL INSTRUMENT INSTALLATION Section Introduction ........................................................................................................ Local-Mounted Flow I n s U m n e n t s ................................................................................. Flanged Electrical Liquid-Level Transmitters .............................................................. Electrical L o c a l - M o u n ~ d Liquid-Level I n s t r u m e n t s ................................................... Local-Mounted Liquid-Level I n s t r u m e n t s ..................................................................... Local-Mounted Liquid-Level I n s t r u m e n t s ..................................................................... Local-Mounted Liquid-Level I n s t r u m e n t s ..................................................................... Local-Mounted Pressure I n s t r u m e n t s ........................................................................... Local-Mounted T e m p e r a t u r e I n s t r u m e n t s .................................................................... Local-Mounted T e m p e r a t u r e I n s t r u m e n t s .................................................................... Control Panel Installation ............................................................................................... Connecting Electrical Panel Board I n s t r u m e n t s .........................................................

383 384 385 386 387 388 389 390 391 392 393 394

Section 19-ANCHORS, FASTENERS, HANGERS AND SUPPORTS Section Introduction ........................................................................................................ Miscellaneous Anchors and Bolts ................................................................................. E x p a n s i o n a n d Self-Drill A n c h o r s ................................................................................. Concrete Inserts and P o w d e r A c t u a t e d Pins and Studs ............................................ Channel Inserts, C o n t i n u o u s Channel Inserts, and Channel Supports .................... Conduit Strap Supports .................................................................................................. Structural Steel B e a m Clamps and Bolts ..................................................................... xvi

395 396 3{}7 398 309 400 401

Hanger Channels and Rods ............................................................................................ Conduit a n d Pipe Clamps ............................................................................................... Conduit, Cable and Ring Hangers ................................................................................. Conduit Supports, Straps and Hangers ......................................................................... Bus Duct Wall Brackets .................................................................................................. Bus Duct H a n g e r s and Supports .................................................................................... Field Cut K n o c k o u t s for P a n e l b o a r d s a n d Control C e n t e r s ...................................... Supports a n d F a s t e n e r s for Distribution Cabinets ..................................................... Grouting in Steel Channels for E q u i p m e n t ..................................................................

402 403 404 405 406 407 408 409 409

Section 20 D E M O L I T I O N , EXCAVATION A N D C O N C R E T E Section I n t r o d u c t i o n ........................................................................................................ Channeling Concrete, Brick, and Tile C o n s t r u c t i o n ................................................... Cutting Holes in Walls--Heights to 10 and 15 F e e t .................................................... Cutting Holes in Walls--Heights to 20 a n d 25 F e e t .................................................... Excavation for Poles ....................................................................................................... Machine E x c a v a t i o n for Ducts and M a n h o l e s ............................................................. Hand E x c a v a t i o n for Ducts and Manholes .................................................................. Rock E x c a v a t i o n for Ducts and Manholes ................................................................... Shoring and Bracing Trenches ....................................................................................... Disposal of E x c a v a t e d Materials ................................................................................... Disposal of E x c a v a t e d Materials ................................................................................... Machine and Hand Backfill ............................................................................................ Duct E n c a s e m e n t and Manhole F o r m s ........................................................................ Duct E n c a s e m e n t and Manhole C o n c r e t e ....................................................................

410 411 412 413 414 415 416 416 416 417 418 419 420 421

Section 21--TECHNICAL INFORMATION Section Introduction ........................................................................................................ Definitions ........................................................................................................................ Mensuration Units ........................................................................................................... Conversion F a c t o r s ......................................................................................................... Decimal a n d Metric Equivalents of C o m m o n F r a c t i o n s of An Inch ......................... Natural Trigonometric F u n c t i o n s .................................................................................. Mechanical, Electrical and Heat Equivalents .............................................................. Electrical F o r m u l a for Determining Amperes, Horsepower, Kilowatts and Kilovolt-Amperes .................................................................................................. Allowable Ampacities of Insulated C o p p e r C o n d u c t o r s ..................................................................................................... C o p p e r C o n d u c t o r s ..................................................................................................... Aluminum and Copper-Clad Aluminum C o n d u c t o r s .............................................. Aluminum a n d Copper-Clad Aluminum C o n d u c t o r s .............................................. Correction F a c t o r s for R o o m T e m p e r a t u r e s o v e r 30~ (86~ ................................. Maximum N u m b e r of C o n d u c t o r s in Trade Size of Conduit or Tubing ................... Conduit Spacings ............................................................................................................. Electrical Symbols ........................................................................................................... Electrical Symbols ........................................................................................................... Conversion T a b l e - - M i n u t e s to Decimal H o u r s ........................................................... xvli

422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439

PREFACE This third edition is fully updated with the addition of a new section on electrical insmunent installation consisting of eleven new tables. The labor units, which are expressed in manhours throughout this manual, are for assisting the estimator in estinmfing electrical installation labor cost for an individual item of work or total project direct c o s t The thousands of manhour units that follow, for the most part, are averages of many projects constructed in the Gulf Coast area. Most of these projects were petrochemical related. After extensive time and method studies and production evaluation of in "drvidual electricians, it was determined that the average pexforming productivity for the Gulf ~ area was equal to 7096. The manhours throughout this manual are based on this percentage. To correctly apply these manhours to a particular project, a productivity factor giving consideration to location and conditions should be established for application against these manhours. The reader should therefore carefully note the introduction on the following pages, because it outlines a method for obtaining such a productivity factor. The following basic manhour units provide a separate time allowance for a particular labor operation under specific conditions and circumstmtces all in accordance with the notes as appears on the individual table pages. To determine the direct labor dollar value of a project a composite labor rate should be established and applied against the various estimated manhours for the individual units or in total, whichever is desired. The introduction that follows outlines a method to establish the composite rate.

The Human Factor in Estimating In this high-tech world of .~phisticated software packages, including several for labor and cost estimmi~, you migtlt wonder what a collection of manhour tables offers that a computer program does not. The answer is the human factor. In preparing a complete estimate for a refinery, petrochemical, or other heavy industrial project one often confronts 12-18 major accounLq, and each account has 5-100 or more sub-accounts, depending on the project and its engineering design. While it would seem that such munerot~ variables provide the perft~'t opportunity for computerized algorithmic solution, accurate, cost-effective, realistic e s t h n a t i ~ is still largely a function of human insight and expertise. Each project has unique aspects that still require the seasoned consideration of an experienced professional, such as general economy, projects supervision, labor relations, job conditions, construction equipment, and wem~er, to name a few. Computers are wonderful tools. They can solve problems as no hmnan can, but I do not believe construction e ~ is their fort~. I have reviewed several construction estimating software packages and have yet to find one that I would completely rely on. Construction estimating is an art, a science, and a craft, and I recommend that it be done by those who undemt,and and appreciate all three of these facets. This manual is intended for those individuals.

John 8. Pace xvlH

INTRODUCTION Production

and

Composite

Rate

It is common practice to estimate labor operations in manhour units. However, it is obvious that a unit manhour and its dollar value would not be the same for all projects in all locations. Therefore, the following is offered for establishing productivity factors and composite rates for application against the following manhour units. There should be sound reasoning and understanding to back up a monetary unit before it is applied to an item for labor value. The best reasoning is manhours based on what we call productivity efficiency coupled with production elements. After comparison of many projects, constructed under varied conditions, we have found that production elements can be grouped into six different classifications and that production percentages can be classified into five different categories. The six different classifications of production elements are: 1. General Economy 2. Project Supervision 3. Labor Relations 4. Job Conditions 5. Equipment 6. Weather The five ranges of productivity efficiency percentages are: Type

Range

1. Very low 2. Low 3. Average 4. Very good 5. Excellent

10- 40% 41- 8096 61- 80% 81- 90% 91-100%

Since there is such a wide range between the productivity percentages, let us attempt to evaluate each of the six elements, giving an example with each, and see just how a true productivity percentage can be obtained.

1. General Economy: This is nothing more than the state of the nation or area in which your project is to be constructed. The things that should be reviewed and evaluated under this category are:

xix

a. Business trends mid ,Dutlooks b. Construction wflllnu, c. The employment sittmtion Let us assume that after giving due consideration to these items you find them to be very good or excellent. This sounds good, but actually it means that your productivity range will be very low. This is due to the fact that with business being excellent the top supervision and craftsmen will be mostly employed and all thai. you will have to draw from will be inexperienced personnel. Because of this, in all Iwobability, it will tend to create bad relationships between owner representatives, contract supervisors, and the various c ~ e n , thus making very unfavorable job conditions. On the other hand, after giving consideration to this element you may find lhe general economy to be of a fairly good average. Should this be the case, you should find that productivity efficiency tends to rise. This is due to the fact that under normal conditions there are enough good supervisors and craftsmen to go around ~nd they are satisfied, thus creating good job conditions and understanding for all cOncerned. We have found, in the past, that general economy of the nation or area whq~re your project is to be constructed, sets off a chain reaction to the other five elements. We, therefore, suggest that very careful consideration be given this item. As an example, to show how a final productivity efficiency percentage can be arrived at, let us say that we are estimating a project in a given area and after caceful consideration of this eh,ment, we find it to be of a high average. Since it is of a high average, but by m Dme,ms excellent, we estimate our productivity percentage at 75%.

2. Project Supervision: Whal is the caliber of your supervision? Are they well-seasoned and experienced? Whal can you afford to pay them? What supply do you have to draw from? Things tlmt should be looked at and evaluated under this ehqnent are: a. Experience b. Supply c. Pay Like general economy t h i s l.t~ must be carefully analyzed. If business is it, wmal, in all probability, you will Is, able to obtain good supervision, bui if busine~,4 is excellent the chances are tllai you will have a poor lot to draw from. Shouhl the contractor try to cut overlleml by the use of cheap supervision he will usually wind up doing a very poor job. 'llii.~ usually results in a dissatisfied client, a 1o~ qJr profit, and a loss of future w~wk. This, like the attaclmlent of the fee for a IWc~.iect, is a problem over which tim estimator has no control. It must be left to malmgement. All the estimator can do is evaluate and estimate his project accordingly. To follow through with our example, after careful analyis of the three (3) items listed under this element, let us say that we have found our supervision will be normal for the project involved and we arrive at an estimated productivity rate of 7096.

3. Labor Conditions: Does your organization possess a good labor relations man? Are there experienced first class satisfied craftsmen in the area where your project is to

xx

be located? Like project supervision, things that should be analyzed under this element are: a Experience b. Supply c. Pay A check in the general area where your project is to be 1 ~ should be made to determine if the proper experienced craftsmen are available locally, or will you have to rely on travelers to fill your needs. Can and will your organization pay the prevailing wage rates? For our example, let us say that for our project we have found our labor relations to be fair but feel that they could be a little better and that we will have to rely partially on travelers. Since this is the case, we arrive at an efficiency rating of 6596

4. Job Conditions: What is the scope of your project and just what work is involved in the job? Will the schedule be tight and hard to meet, or will you have ample time to complete the project? What kind of shape or condition is the site in? Is it low and mucky and hard to drain, or is it high and dry and easy to drain? Will you be working around a plant already in production? Will there be fie-ins, maldng it necessary to shut down various systems of the plant?. What will be the relationship between production personnel and construction personnel? WiU most of your operations be manual, or mechanized? What kind of material procurement will you have? There are many items that could be considered here, dependent on the project; however, we feel that the most important items that should be analyzed under this element are as follows: & Scope of work b. Site conditions c. Material procurement d. Manual and mechanized operations By a site visitation and discussion with owner representatives, coupled with careful study and analysis of the plans and specifications, you should be able to correctly estimate a productivity percentage for this item. For our example, let us say that the project we are estimating is a completely new plant and that we have ample time to complete the project but the site location is low and muddy. Therefore, after evaluation we estimate a productivity rating of only 609&

5. Equipment: Do you have ample equipment to complete your project? Just what kind of shape is it in and will you have good maintenance and repair help? The main items to study under this element are: & Usability b. Condition c. Maintenance and repair

xxi

This should be the simplest of all elements to analyze. Every estimator should know what type and kind of equipment his company has, as well as what kind of mechanical shape it is in. If equipment is to be obtained on a rental basis then the estimator should know the agency he intends to use as to whether they will furnish good equipment and good maintenance. Let us assume, for our exan~le, that our company equipment is in very good shape, that we have an ample supply to draw from and that we have average mechanics. Since this is the case w e estimate a productivity percentage of 7096.

6. Weath~: Check the past weather conditions for the area in which your project is to be located. During the months that your company will be constructing, what are the weather predictions based on these past reports? Will thebe be much rain or snow?. Will it be hot and mucky or cold and damp? The main items to check and analy'~ here are as follows: a. Past weather reports b. Rain or snow c. Hot or cold This is one of the worst of all elements to be considered. At best all you have is a guess. However, by giving due consideration to the items as outlined under this element, your guess will at least be based on past occurrences. For our example, let us assume that the weather is about half good and half bad during the period that our project is to be constructed. We must then assume a productivity range of 5096 for this element. We have now considered and Imalyzed all six elements and in the examples for each individual elements have arrived at a productivity efficiency percentage. Let us now group these percentages together and axrive at a total percentage. lUmt 1. General economy 2. Production supervision 3. Labor relations 4. Job conditions 5. Equipment 6. Weather Total

Productivity Percentage 75 70 65 60 70 50 390%

Since there are six elements involved, we must now divide the total percentage by the number of elements to arrive at an average percentage of productivity. 39096 + 6 = 6596 average productivity efficiency At this point we caution the estimator. This example has been included as a guide to show one method that may be used to arrive at a productivity percentage. The pre-

ceding elements can and must be considered for each individualproject. By so doing, coupled with the proper manhour tables that follow, a good labor value estimate can be properly executed for any place in the world, regaxdiess of its geographical location and w h e t h e r it be today or twenty years from now.

Composite Rate Next, we m u s t consider the composite rate. In order to correctly arrive at a total direct labor cost, using the manhours as a p p e a r in the following tables, this m u s t be done. Most organizations consider field personnel with a rating of su p er i n t en d en t or greater as a part of job overhead, and that of general foreman or lower as direct j o b labor cost. The direct m an h o u r s as appear on the following pages have b e e n d et er m i n ed on this basis. Therefore, a composite rate should be used when converting the m a n h o u m to direct labor dollars. Again, the estimator must consider labor conditions in the area w h er e the project is to be l ~ & He must ask himself h o w ninny m e n will he be allowed to use in a crew, can he use crews with mixed crafts, and how many crews of he various crafts will he need. Following is an example that may be used to obtain a composite rate: F r o m the total required estimated m a n h o u r s we assume that the project we are estimating can be completed on schedule with the use of four 10-man crews, and that a general foreman will be required for every two crews.

Rate of craft in the given area: General Foreman . . . . . . . . . . . . . . . . Foreman . . . . . . . . . . . . . . . . . . . . . . . Working Steward . . . . . . . . . . . . . . . . . Journeyman . . . . . . . . . . . . . . . . . . . . . Fourth-year Apprentice . . . . . . . . . . .

$22.00 p er $21.50 p e r $21.10 p e r $21.00 p er $14.00 p e r

hour hour hour hour hour

Note: General Foreman and Foreman are dead weight since they do not work with their tools, however, they must be considered and charged to the composite crew. Crew for Composite Rate: One General F o r e m a n . . . . . . . . . . . . . . . . . . . . . . . One F o r e m a n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . One Working Stewart . . . . . . . . . . . . . . . . . . . . . . . . Seven J o u r n e y m e n . . . . . . . . . . . . . . . . . . . . . . . . . . Two Apprentices . . . . . . . . . . . . . . . . . . . . . . . . . . .

4 8 8 8 8

hours hours hours hours hours

@ $22.00 @ $21.50 @ $21.10 @ $21.00 @ $14.00

Total for 80 hours . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $1,828.80 + 80 = $22.86 C o m p c ~ t e Manhour Rate for 10096 Time

xxifl

$88.00 $172.00 $168.80 $1,176.00 $224.00 $1,828.80

It is well to note that this time that as stated in the preface the manhours are based on an average productivity cJf 7~Y~6.Therefore, the composite rate of $22.86 as compiled becomes equal to 7096 productivity. Let us now assume that we have e v a i ~ a certain project to be bid and find it to be of a low average with an overall productivity rating of only 6596. This means a loss in productive manhours or dollars paid per manhour. Therefore, the manhours or composite rate per manhour needs an adjustment as follows: Manhour Adjustment~ 7096 _ 1.08 x Manhours = Productive Manhours 6596 or

70% = 1.08 x $22.86 = $24.68 Composite Rate for 6596 Productivity 6596 Simply by multiplying the number of manhours estimated for a given block or item of work by the arrived at composite rate, a total estimated direct labor cost, in dollar value can be easily and accurately obtained. It is our express desire and sincere hope that the foregoing will enable the ordinm~ electrical estimator to turn out a better labor estimate and assist in the elimination of much guesswork.

TJg.~tV

Section

I

BRANCH, SERVICE, AND :uER ROUGH-IN This section includes manhour time frames covering the installation of boxes, fittings, conduits, etc. required for roughing in electrical lighting and power systems for a process or industrial plant. Throughout the tables, consideration has been given to all necessary labor for operations such as unloading, handling, and installing, that one might expect to encounter for this type of work. The tables include time allowances for general foreman through apprentice. The manhour tables that follow are average of many projects of varied nature and include time allowances for particular operations or blocks of work in accordance with the notes there-on. Before applying the manhour units in this or any section, we caution the estimator to be thoroughly familiar with the Introduction of this manual.

2

BRANCH.

SHRVIGH. s

J'HHDHR ROUQH-IN

SQUARE BOXES, COVERS, AND RINGS Wslls, F l s t Slsbs. and 0onoroto P ~ Form C o - - o r i o n (Oonoosdod I n s t a n s t / o n ) MANHOURS EACH Size (Inches) .........

Item

Manhours for Height to 10'

iS'

20'

25'

.41

.45 .31 .17 .15 .21 .32 .32 .17 .17 .45 .53 .35 .25 .25 .32 .50 .26 .26

.48 .33 .18 .16 .22 .34 .34 .18 .18 .48 .56 .38 .27 .27 .34 .54 .28 .28

.51 .35 .19 .17 .24 .36 .36 .19 .19 .51 .60 .40 .29 .29 .36 .57 .30 .30

Square Type Box

.28

Box Extension

Plaster Ring Cover - I- or 2-Device Tile Cover - I- or 2-Device Offset Cover - l-Device Cover Surface M tg. Device Blank Cover Cover with K.O. Swivel Hanger Cover Box

BOx Extension Plaster Ring Cover - I- or 2-Device Tile Cover - I- or 2-Device Cover Surface Mtg. Device Blank Cover Cover With K.O. , Wsll

And

Cellini

4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16

Surfsoss

.15 .14 .19 .29 .29 .15 .15 .41 .48 .32 .23 .23 .29 .45 .24 .24

(Hxtzmsd

Imstsllstion)

MANHOURS EACH Item Square Type Box Box Extension Plaster Rings Cover - 1- or 2-Device Tile Cover - 1- or 2-Device Offset Cover - 1-Device Cover Surface Mtg. Device Blank Cover Cover With K.O. Swivel Hanger Cover Box Box Extension Plaster Ring Cover - 1- or 2-Device Tile Cover - 1- or 2-Device Cover Surface M tg. Device Blank Cover Cover With K.O.

Size (Inches) 4 4 4 4 4 4 4 4 4 4 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16

10' .33 .28 .15 .14 .19 .29 .29 .15 .15 .41 .38 .32 .23 .23 .29 .45 .24

Manhours for Height to 15' 20' .36 .31 .17 .15 .21 .32 .32 .17 .17 45 .42 .35 .25 .25 .32 .50 .26 .26

25'

.39 .33 .18 .16 .22 .34 .34 .18 .18 48 .45 .38 .27 .27 .34 .54 .28 .28

41 .35 .19 .17 .24 .36 .36 .19 .19 .51 .47 .40 .29 .29 .36 .57 .30 i. . . . . 2 4 .30 Manhours include checking out of job storage, handling, job hauling, layout and installation items as outlined.

Manhours exclude installation of special fasteners and anchors, fittings, conduits, raceway, and scaffolding. See respective tables for these time frames. F o r individual heights Heater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

BI:tAN~I.

fJHRVI 9

A N D F]BSUDHR R O U G H - I N

8

SQUA_~~ BOXES, COVERS, AND RINGS Conoroto

Blook,

Briok,

(Conooaled

Tlle

or Hollow

W8118

Installation)

MANHOURS EACH Size (Inches)

Item Square Type Box Box Extension Plaster Ring Cover - 1- or 2-Device Tile Cover - 1- or 2-Device Offset Cover - 1-Device Cover Surface Mtg. Device Blank Cover Cover with K.O. Swivel Hanger Cover Box Box Extension Plastic Ring Cover - 1- or 2-Device Tile Cover - 1- or 2-Device Cover Surface Mtg. Device Blank Cover Cover with K.O. ,

Weed

Frame

I0"

4 4 4 4 4 4 4 4 4 4 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16

Manhours for Height to 15'

.47 .29 .16 .15 .20 .30 .16 .16 .43

.52 .32 .18 .17 .22 .33 .18 .18 .47

.55 .34 .19 .18 .24 .35 .19 .19 .51

.59 .36 .20 .19 .25 .37 .20 .20 .54

.54 .34 .25 .25 .31 .47 .26 .26

.59 .37 .28 .28 .34 .52 .29 .29

.64 .40 .29 .29 .36 .55 .31 .31

.67 .42 .31 .31 .39 .59 .32 .32

. .

,

Oomstx, uetlon

25'

(Ooneealod

lastalhttion)

MANHOURS EACH Item

S~e (Inches)

10'

Manhours for Height to "IS' 20'

25'

, ,

quare Type Box Extension Plaster Ring Cover - 1- or 2-Device Tile Cover - 1- or 2-Device Offset C o v e r - l-Device Cover Surface Mtg. Device Blank Cover Cover with K.O. Swivel Hanger Cover Box Box Extension Plaster Ring Cover - 1- or 2-Device Tile Cover - 1- or 2-Device Cover Surface Mtg. Device Blank Cover Cover with K.O.

.

.

.

.

.

.

.

.

.

.

.

.

.

4 4 4 4 4 4 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16 4-11/16

.25 .18 .12 .12 .15 .20 .20 .12 .12 .25 .29 .26 .20 .20 .26 .35 .20 .20

.28 .20 .13 .13 .17 .22 .22 .13 .13 .28 .32 .29 .22 .22 .29 .39 .22 .22

.29 .21 .14 .14 .18 .24 .24 .14 .14 .29 .34 .31 .24 .24 .31 .41 .24 .24

.31 .22 .15 .1S .19 .25 .25 .15 .15 .31 .36 .32 .25 .25 .32 .44 .25 .25

.....

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

4

BRANCh,

B H R V I O H , A N D IFImHDIgR R O U G H - I N

SQUARE BOXES, COVERS, AND RINGS Suspendml

Ceiling

(0onoealed

Oons~otlon

Installation)

MANHOURS EACH Item L Square Type

Size

(Inches)

Box

Box Extension Plaster Ring Cover - 1- or 2-Device Tile Cover - 1- or 2-Device Offset Cover - 1-Device Cover Surface M tg. Device Blank Cover Cover with K.O. Swivel Hanger Cover Box Box Extension Plaster Ring Cover - 1- or 2-Device Tile Cover - 1- or 2-Device Cover Surface Mtg. Device Blank Cover Cover with K.O.

4-11115 4-11115 4-11115 4-11115 4-11115 4-11115 4-11/15 4-11/15

10'

Manhours for Height to is' 20'

25'

.29 .22 .13 .12 .16 .24 .24 .13 .13 .29

.32 .24 .14 .13 .18 .26 .26 .14 .14 .32

.34 .26 .15 .14 .19 .28 .28 .15 .15 .34

.36 .:27 .16 .15 .20 .30 .30 .16 .16 .36

.34 .30 .20 .20 .25 .31 .20 .20

.37 .33 .22 .22 .28 .34 .22 .22

40 .35 .24 .24 .29 .36 .24 .24

.42 .37 .25 .25 .31 .39 .25 .25

Manhours include checking out o| job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude ~nstalling special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these tlmc frames. For individual heights greater thin1 25 feet increase manhours 10% for each additsonal 5 feet or fraction thereof.

BRANCh.

IIIRVIOll, AND FBBDBR

ROUGH-IN

B

OCTAGON AND SPECIAL BOXES, ROUND COVERS, AND RINGS Flat

Couture

Slab Conmtruotion

(Conoealod

Inmts~lation)

MANHOURS EACH Item

Size (Inches)

Octagon Type BOx Hung Ceiling Box Box Extension Round Type Plaster Ring Device Cover Blank Cover Cover with K.O. Switch or Receptacle Cover Swivel Hanger Cover SpeciaiBoxes Concrete Box Concrete Box Plate

Conorote

Pare Form

10' .48

25'

.56 .53 .32

.60

.27

.53 .50 .30

.15 .15 .15 .15 .15 .51

.17 .17 .17 .17 .17 .56

.18 .18 .18 .18 .18 .60

.19 .19 .19 .19 .19 .64

.32 .15

.35 .17

.38 .18

.40

.45

Construotion

Manhours for Height to 15' 20'

(Conoe~led

.56 .34

.19

Ismta~ation)

MANHOURS EACH Item

Size (Inches)

Box Hung Ceiling Box Box Extension Round Type Plaster Ring Device Cover Blank Cover Cover with K.O. Switch or Receptacle Cover Swivel Hanger Cover

Spec~a~~ x ~

Concrete Box Concrete Box Plate

4 4

io'

Manhours for Height to 15' 2ff

25'

.60 .56 .34

.66 .62 .37

.71 .66 .40

.75 .70

.16 .16 .16 .16 .16 .64

.18 .18 .18 .18 .18 .70

.19 .19 .19 .19 .19 .75

.20 .20 .20 .20 .20 .79

.44 .16

.48 .18

.52 .19

.55 .20

.42

Manhours include checking out of job storage, handling, job hauling, layout and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

S

nnANOa, s s n v l c s , I I ~ 1 5 | D n OCTAGON

AND

nOUGIi.IN

SPECIAL

COVERS, AND

BOXES, RINGS

ROUND

WsJLI O o n m t r u o t i o n

O o m ~

( O o m o m d . o d ]r~a_~_!!~tion) MANHOURS E A C H -Size (Inches)

Item

OctagonType

Box Hung Ceiling Box Box Extension Rou!ad Type Plaster Ring Device Cover Blank Cover Cover with K.O. Switch or Receptacle Cover Swivel Hanger Cover Special Boxes Concrete Box Concrete Box Plate

10'

Manhours for Height to 20' 15'

~

F

.50 .47 .29

.55

.59 .55 .34

.62 .59 .36

.15 .15 .15 .15 .15 .15

.17 .17 .17 .17 .17 .58

.18 .18 .18 .18 .18

.62

.19 .19 .19 .19 .19 .66

.34 .15

.37 .17

.40 .18

.42 .19

.52 .32

C o n o z ' o t o BlooM:, B z t o k , a , n d H o L l o w ' r i l e W s J l s

(Oonooslod Inmmilstion) MANHOUIq S EACH Size (Inches)

Item Octagon Type Box Hung Ceiling Box Box Extension Round Type Plaster Ring Device Cover Blank Cover Cover with K.O. Switch or Receptacle Cover Swivel Hanger Cover

.

.

.

.

.

.

.

.

4 4 4 4 4 4

16;

Manhours for Height to 15' 20'

2~

F

.53 .50 .30

.58 .55 .33

.62 .59 .35

.66 .62 .37

.16 .16 .16 .16 .16 .56

.18 .18 .18 .18 .18

.19 .19 .19 .19 .19 .66

.20 .20 .20 .20 .20 .70

.62

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase above manhours 10qo for each additional 5 feet or fraction thereof.

BRANCH, 8BRVIC~, &ND I~~RR

OCTAGON BOXES, Wed] ~d

WIRINO

7

R O U N D C O V E R S , A.ND R I N G S Coiling' Conmtrucrtion

(Bxposod

Inmta~ation)

MANHOURS EACH Size

Item

{Inches) ,

Manhours for Height to 15' 2O'

10'

.

Octagon Type Box Hung Ceiling Box Box Extension

.43 .41

Round Type Plaster Ring Device Cover Blank Cover Cover with K.O. Switch or Receptacle Cover Swivel Hanger Cover Wood

S' .54 .51

.24

.47 .45 .26

.51 .48 .28

.30

.14 .14 .14 .14 .14 .46

.15 .15 .15 .15 .15 .51

.16 .16 .16 .16 .16 .54

.17 .17 .17 .17 .17 .57

Prsmto Oonstruotion

(Gone.sled

Instsllation)

MANHOURS EACH Item Octagon Type Box Hunt Ceiling Box Box Extension

Round ,,Type

Plaster Ring Device Cover Blank Cover Cover with K.O. Switch or Receptacle Cover Swivel Hanger Cover

size (Inches)

10'

Manhours for Height to 15'

20'

25'

.41 .38 .23

.45 .42 .25

.48 .45 .27

.51 .47 .29

.13 .13 .13 .13 .13 .43

.14 .14 .14 .14 .14 47

.15 .15 .15 .15 .15 .51

.16 .16 .16 .16 .16 .54

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

8

BR/LNGH, 81BRvI4r~Is, JkND IJSBHDHR ~711Q,I N G

OCTAGON BOXES,

ROUND COVERS, AND RINGS

fJuspondod Coiling Conanz'ue~on (Conooadod Instanstion) MANHOURS EACH Item

(Inches)

10'

Manhours for Height to 15' 20' ,

Octagon ,Type Box Hung Ceiling Box Box Extension Round Type Plaster Ring Device Cover Blank Cover Cover with K.O. Switch or Receptacle Cover Swivel Hanger Cover . . . .

.50 .47 .28

.16 .16 .16 .16 .16

.s3

,

2S'

.55 .52 .31

.59 .55 .33

.59 .35

.18 .18 .18 .18 .18 .58

.19 .19 .19 .19 .19 .62

.20 .20 .20 .20 .20 .66

.62

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

B R k N O H , SHH.VI01i, A N D ID'RBDHR B O U O H - I N

KNOCKOUT

9

TYPE OUTLET GANG BOXES COVERS Flat Conoroto 8lab Construotion (Oonoealod

Installation)

MANHOURS EACH Item Square Boxes 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7~Jang 8-Gang Device Covers 2-Gang 3~Jang 4-Gang 5-Gang 6-Gang 7-Gang 8-Gang Suda.ce Mounting Cover Device 2~Jang 3-Gang 4-Gang 5-Gang 6-Gang Blank Covers 2-Gang 3~ang 4~Jang 5-Gang 6-Gang 7~3ang 843ang

10'

Manhours for Height to 15' 20'

25'

2.31

0.53 0.94 0.94 1.21 1.52 2.00 2.54

2.72

2.27 2.88

0.23 0.32 0.32 0.32 0.48 0.48 0.48

0.25 0.35 0.35 0.35 0.53 0.53 0.53

0.27 0.38 0.38 0.38 0.56 0.56 0.56

0.29 0.40 0.40 0.40 0.60 0.60 0.60

0.32 0.32

0.38 0.38

0.40 0.40

0.55

0.66

0.35 0.35 0.52 0.52 0.73

0.55 0.78

0.59 0.59 0.82

0.23 0.23 0.32 0.32 0.48 0.48 0.48

0.25 0.25 0.35 0.35 0.53 0.53 0.53

0.27 0.27 0.38 0.38 0.56 0.56 0.56

0.29 0.29 0.40 0.40 0.60 0.60 0.60

0.48 0.85 0.85 1.10 1.38 1.82

0.47

0.47

0.56

1.00 1.00 1.29 1.62 2.14

0.60

1.06 1.06

1.37

1.72

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

10

B R A N O H , SHH,V I ~ .

KNOCKOUT Conoroto Pan

AND J'HHDHR ROUGH-IN

TYPE OUTLET GANG BOXES COVERS Fore

Oonstruotion

AND

(Conoosdod Insta~stion)

MANHOURS E A C H Item Square Boxes 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang 8-Gang Device Covers 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang 8-Gang Surface Mou.nting Cover Device 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang Blank Covers 2-Gang 3-Gang 4-Gang S-Gang 6-Gang 7-Gang 8-Gang

10~

Manhours for Height to 15' 20' 0.71

1.37

0.66 1.17 1.17 1.51

1.70 2.25

1.87 2.48

0.60 1.06 1.06

1.25 1.25 1.61

25' 0.75 1.32 1.32 1.71 2.12 2.81 3.56

2.85

3.14

2.00 2.65 3.35

0.26 0.37 0.37 0.37 0.55 0.55 0.55

0.29 0.41 0.41 0.41 0.61 0.61 0.61

0.31 0.44 0.44 0.44 0.65 0.65 0.65

0.32 0.46

0.37 0.37 0.54 0.54 0.76

0.41 0.41 0.59 0.59 0.84

0.44 0.44 0.64 0.64 0.89

0.46 0.46 0.67 0.67 0.95

0.26 0.26 0.37 0.37

0.29 0.29 0.41 0.41 0.53 0.53 0.53

0.31 0.31 0.44 0.44 0.56 0.56 0.56

0.32 0.32 0.46 0.46 0.60 0.60 0.60

0.48 0.48 0.48

0.46

0.46 0.69 0.69 0.69

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

B R A N O H , 8HIRVICH, A N D M'IHDUtR R O U G H - I N

KNOCKOUT

TYPE OUTLET GANG BOXES COVERS

I 9

AND

Conox'ete Wmll Consta~otion (Conooalod

Installation)

MANHOURS EACH Item Square Boxes 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang 8~3ang Device Covers 2-Gang 3-Gang 4~3ang 5~3ang 6~3ang 7-Gang 843ang Surface Mounting Cover Device 2-Gang 3-Gang 4-Gang 543ang 6-Gang Blank Covers 2-Gang 3-Gang 4-Gang 543ang 6-Gang 7-Gang 8-Gang

10"

Manhours for Height to 15' ' 20' !

25'

0.50 0.88 0.88 1.14 1.44 1.89 2.40

0.55 0.97 0.97 1.25 1.58 2.08 2.64

0.59 1.04 1.04 1.34 1.69 2.22 2.82

0.62 1.10 1.10 1.42 1.80 2.36 2.99

0.23 0.32 0.32 0.32 0.48 0.48 0.48

0.25 0.35 0.35 0.35 0.53 0.53 0.53

0.27 0.38 0.38 0.38 0.56 0.56 0.56

0.29 0.40 0.40 0.40 0.60 0.60 0.60

0.32 0.32 0.47 0.47 0.66

0.35 0.35 0.52 0.52 0.73

0.38 0.38 0.55 0.55 0.78

0.40 0.40 0.59 0.59 0.82

0.23 0.23 0.32 0.32 0.48 0.48 0.48

0.25 0.25 0.35 0.35 0.53 0.53 0.53

0.27 0.27 0.38 0.38 0.56 0.56 0.56

0.29 0.29 0.40 0.40 0.60 0.60 0.6O

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

12

B K & N C ~ , fJHRVIOIB, JLND J'HIBDHR R O U G H - I N

KNOCKOUT Conmto

TYPE OUTLET GANG BOXES COVERS

AND

Blook, Brlok, a n d H o l l o w T i l e W a l l s (Conoealed I n s m l l s U o n ) MANHOURS EACH

Item Square Boxes 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang &Gang Device Covers 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang 8-Gang Surface Mounting Cover Device 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang Blank Covers 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang 8-Gang

10'

Manhours for Height to 15' 20'

25'

0.53 0.94 0.94 1.21 1.52 2.00 2.50

0.58 1.03 1.03 1.33 1.67 2.20 2.75

0.62 1.11 1.11 1.42 1.79 2.35 2.94

0.66 1.17 1.17 1.51 1.04) 2.50 3.12

0.24 0.34 0.34 0.34 0.50 0.50 0.50

0.26 0.37 0.37 0.37 0.55 0.55 0.55

0.28 0.40 0.40 0.40 0.59 0.59 0.59

0.30 0.42 0.42 0.42 0.62 0.62 0.62

0.34 0.34 0.49 0.49 0.69

0.37 0.37 0.54 0.54 0.76

0.40 0.40 0.58 0.58 0.81

0.42 0.42 0.61 0.61 0.86

0.24 0.24 0.34 0.34 0.50 0.50 0.50

0.26 0.26 0.37 0.37 0.55 0.55 0.55

0.28 0.28 0.40 0.40 0.59 0.59 0.59

0.30 0.30 0.42 0.42 0.62 0.62 0.62

Manhours include checking out of job storage, handling, job hauling, layout, and installing stems as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time. frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

BRd~GH, 8BRVI0U, AND J'BBDBR ROUGH-IN

KNOCKOUT

TYPE OUTLET GANG BOXES COVERS Wall ud

Ceiling

18

AND

Constn~uoCion

(SezpoNd InamnsUton) MANHOURS EACH Item Square Boxes 2~ang 3~ang 4~ang 5~ang 6~ang 7~ang 8~ang Device Covem 2-Gang 3-Gang 4.Gang 5.Gang 6-Gang 7-Gang 8-Gang Surface Mounting Cover Device 2~ang 3<3ang 4~ang 5~ang 6~ang Blank Covers 2~3ang 3~ang 4-Gang

10,

0.43 0.77 0.77 0.99 1.24

1.64

Manhours for Height to 15' 20' 0.47 0.85 0.85 1.09 1.36 1.80

0.51 0.91 0.91 1.17 1.46

1.93 2.45

2~ t 0.54 0.96 0.96 1.28 1.55 2.05 2.59

2.08

2.29

0.22 0.30 0.30 0.30 0.46 0.46 0.46

0.24 0.33 0.33 0.33 0.51 0.51 0.51

0.26 0.35 0.35

0.35

0.54 0.54 0.54

0.28 0.37 0.37 0.37 0.57 0.57 0.57

0.30 0.30 0.45 0.45 0.63

0.33 0.33 0.50 0.50 0.69

0.35 0.35 0.53 0.53 0.74

0.37 0.37 0.56 0.56 0.79

0.22 0.22 0.30 0.30 0.48 0.48 0.48

0.24 0.24 0.33 0.33 0.53 0.53 0.53

0.26 0.26 0.35 0.35 0.56 0.56 0.56

0.28 0.28 0.37 0.37 0.60 0.60 0.60

5~ang 6<3ang 7~ang 8-Gang Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

14

BHANG~I.

s H n v l o s . ~YD 1 5 B D n

KNOCKOUT

TYPB

nOU(~II-IN

OUTLET COVERS

Wood Fx'mo

GANG

BOXES

AND

Oonstruotion

(Oonooa,lod Ixmta~ation) MANHOURS EACH Item Square Boxes 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang &Gang Device Covers 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang 8-Gang Surface Mounting Cover Device 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang Blank Covers 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang &Gang

I0'

Manhours for Height to 15' 20' 0.48 0.85 0.85

25'

0.41 0.72 0.72 0.94 1.1.7 1.55 1.96

1.71 2.16

2.31

2.45

0.21 0.29 0.29 0.29 0.43 0.43 0.43

0.23 0.32 0.32 0.32 0.47 0.47 0.47

0.25 0.34 0.34 0.34 0.51 0.51 0.51

0.26 0.36 0.36 0.36

0.29 0.29 0.42 0.42 0.59

0.32 0.32 0.46 0.46 0.65

0.34 0.34 0.49 0.49 0.69

0.21 0.21 0.29 0.29 0.43 0.43 0.43

0.23 0.23 0.32 0.32 0.47 0.47 0.47

0.45 0.79 0.79 1.03 1.29

1.11

1.38 1.28

0.51 0.90 0.90 1.17 1.46

1.93

0.54

0.54 0.54 0.36 0.36 0.52 0.52

0.74

0.25 0.26 0.25 0.26 0.34 0.36 0.34 0.36 0.51 0.54 0.51 0.54 0.51 0.54 Manhours inciude checking Out Of jol~storage, handling, job hauling, la3rout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffoldiag. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

B R / k N ~ H , 8HRVI 9

KNOCKOUT

TYPE

AND THHDHR ROUGH-IN

OUTLET GANG BOXES COVERS

8uspondod

15

AND

Coiling Construotion

(Conooalod Installation) MANHOURS EACH Item Square Boxes 2-Gang 3~oang 443ang 5-Gang 6-Gang 7~Jang &Gang Device Covers 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang 8-Gang Surface Mounting Cover Device 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang Blank Covers 2-Gang 3-Gang 4-Gang 5-Gang 6-Gang 7-Gang 8-Gang

10"

Manhours for Height to 20' 15'

5t

0.59 1.04 1.04 1.34 1.69 2.22 2.82

0.62 1.10 1.10

0.25 0.35 0.35 0.35 0.53 0.53 0.53

0.27 0.38 0.38 0.56 0.56 0.56

0.29 0.40 0.40 0.40 0.60 0.60 0.60

0.32 0.32 0.47 0.47 0.66

0.35 0.35 0.52 0.52 0.73

0.38 0.38 0.55 0.55 0.78

0.40 0.40 0.59 0.59 0.82

0.23 0.23 0.32 0.32 0.48 0.48 0.48

0.25 0.25 0.35 0.35 0.53 0.53 0.53

0.27 0.27 0.38 0.38 0.56 0.56 0.56

0.29 0.29 O.4O 0.4O 0.60 0.60 0.60

0.50 0.88 0.88 1.14

0.55 0.97 0.97 1.25

1.44

1.58

1.89 2.40

2.08 2.64

0.23 0.32 0.32 0.32 0.48 0.48 0.48

0.38

1.42

1.80 2.36 2.99

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

B R A N C H , SZnVIOH, ~ q D

16

HANDY

rsRDn

ROUGH-IN

AND SECTIONAL Contain

SWITCH

BOXES

Wall 0onatruotlon

(0onooalod

InstaJlation)

MANHOURS EACH I. .. . .

Item

.

.

10' .

Handy Type

.

. .

Manhours for Height to 15' 20' .

.

.

.

.

.

.

.... 0.25

0.45 0.30 0.17

0.48 0.32 0.18

0.41 0.31

0.45 0.34

0.48 0.36

0.41 0.27

Box

Box Extension BOx Cover Sectional Switch BOx Box with K.O. Box with Clamps

25' 0.51 0.34

0.19

0.51

0.39

.

Conorote

Blook,

Brlok,

mtd Hollow

Tile Walls

((;omooalod Inmallation) MANHOURS

Item Handy Type BOx BOx Extension BOx Cover Sectional Switch BOx Box with K.O. Box with Clamps

EACH

10'

Manhours for Height to 15' 20'

:25'

0.45 0.30 0.17

0.50 0.33 0.18

0.53 0.35 0.19

0.56 0.37 0.20

0.45 0.34

0.50 0.38

0.53 0.40

0.56 0.43

Manhours include checking out of jc)b storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

B R d ~ C H , SBRVICII, AND F I I B D B R ROUGH-IN

HANDY

AND

SECTIONAL

SWITCH

17

BOXE~

Wall Construction (Ixposed

Instaflstlon)

MANHOURS EACH Item Handy Type Box BOx Extension BOx Cover Sectional Switch Box Box with K.O. Box with Clamps

10'

Manhours for Height to " 15 ~ 20'

0.37 0.24 0.14

0.41 0.27 0.15

0.44 0.29 0.16

0.47 0.30 0.17

0.37

0.41 0.31

0.43 0.33

0.46 0.35

0.28

W o o d I~a'smto C o n s t r u c t i o n

(Concealed Installation) MANHOURS E A C H Item Handy Type Box Box Extension Box Cover Sectional Switch Box Box with K.O. Box with Clamps

10'

Manhours for Height to is' 20'

2s'

0.35 0.23 0.13

0.38 0.25 0.14

0.41 0.27 0.15

0.43 0.29 0.16

0.35 0.26

0.38 0.29

0.41 0.31

0.43 0.33

.

.

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

lS

B R A N G H , fIHRVIGH, A N D II'HHDHH, R O U O H - I N

S.C. PULL AND

HINGE

Fl&t Oonoroto (0onooslod

Slsb

COVERED

BOXES

Oonmtruotlon

Installation)

MANHOURS EACH Ite..

10'

Manhours for Height to is' 20' 2O'

25'

S.C. Pull Boxes 4" 4" 6" 6" 8" 8" 12" 12" 12"

x 4" x 4 " x 6" x 4" x 6" x 4" x 8" x 4" x 8" x 4 " x 12" x 4 " x 12" x 4" x 24" x 4" x 12" x 6 "

12" x 18" x 6"

12" x 24" x 6" 18" x 24" x 6 " 18" x 30" x 6"

24" x 36" x 6" Hinge Covered Boxes 6" x 6" X 4" 6" x 8" x 4" 8" x 8" x 4" 8" x 1 2 " x 4 " 12" x 12" x 4"

12" x 18" x 4" 12" x 24" x 4" 12" x 12" x 6" 1 2 " x 18" x 6 "

12" x 24" x 6" 18" x 24" x 6"

1.11 1.11 1.11 1.22 1.22 1.46 1.71 3.34 2.42 2.66 3.34 3.96 4.51 5.72

1.22 1.22 1.22 1.34 1.34 1.61 1.88 3.67 2.66 2.93 3.67 4.36 4.96 6.29

4.67 5.31 6.73

1.10 1.22 1.22 1.46 1.71 2.66 2.90 2.42 2.66 3.12 3.96

1.21 1.34 1.34 1.61 1.88 2.93 3.19 2.66 2.93 3.43 4.36

1.29 1.44 1.44 1.72 2.01 3.13 3.41 2.85 3.13 3.67 4.67

1.31 1.31 1.31 1.44 1.44 1.72 2.01 3.93 2.85 3.13 3.93

1.38 1.38 1.38 1.52 1.52 1.82 2.13 4.17 3.02 3.32 4.17 4.96 5.63 7.14 1.37 1.52 1.52 1.82 2.13 3.32 3.62 3.02 3.32 3.89

4.96

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

BIU.NCH, 8 H n v x c s , a X D r l ] m D n S.C.

PULL

AND Conorot~

HINGE

COVERED

Peru Form

Conmtruotion

(Conooaled

ROUQH.IN

19

BOXES

~ s t l o n )

MANHOURS EACH Item

Manhoura for He'.q~ht to

~S'

10'

s . c . Pu. 4" 4" 6" 6" 8" 8" 12" 12" 12"

x

4" x 4"

X 6" X 4" X 6" X 4"

x 8" x 4" x x x x x

8" 12" 12" 24" 12"

x x x x x

4" 4" 4" 4" 6"

12" x 18" x 6" 12" x 24" x 6" 18" x 2 4 " x 6"

18" x 3 0 " x 6" 24" x 36" x 6" Hinge Covered Boxes, -- 6" x 6"x 8" x 8" x 12" x 12" x 12" x 12" x 12" x

6" x 4" 8"x4" 8" x 4" 12" x 4 " 12" x 4 " 18" x 4 " 24" x 4 " 12" x 6 " 18" x 6 "

12" x 24" x 6"

18" x 24" x 6"

1.39 1.39 1.39 1.53 1.53 1.83 2.14 4.18 3.03 3.33 4.18 4.95 5.64

1.53 1.53 1.53 1.68 1.68 2.01 2.35 4.60 3.33 3.66 4.60 5.45

7.15

7.87

1.38 1.53 1.53 1.83 2.14 3.33 3.63 3.06 3.33 3.90 4.95

1.52

6.20

1.68 1.68 2.01 2.35 3.66 3.99 3.37 3.66 4.29 .

.

.

5.45 .

.

.

.

.

2op

1.64 1.64 1.64 1.80 1.80 2.15 ' 2.52 4.92 3.57 3.92 4.92 5.83 6.64 8.42

1.73 1.73 1.73 1.91 1.91 2.28 2.67 5.21 3.78 4.15 5.21

1.62 1.80 1.80 2.15 2.52 3.92 4.27 3.60 3.92 4.59 5.83

1.72 1.91 1.91 2.28 2.67 4.15 4.53 3.82 4.15 4.87

6.18 7.04 8.34

6.18

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

20

BRANOH.

MIRVIOll,

AND IYBIIDHR ROUGH-IN

S.C. PULL AND

HINGE COVERED Conorete Wall Oonstruetton ( O ~ s l ~ l t Instsnstlon)

BOXES

MANHOURS EACH Item S.C. Pull Boxes 4" x 4" x 4 " 4" x 6" x 4" 6" x 6" x 4" 6"x 8"x4" 8"x 8"x4" 8" x 12" x 4 " 12" x 12" x 4 " 12" x 24" x 4 " 12" x 12" x 6 " 12" x 18" x 6 " 12" x 24" x 6 " 18" x 24" x 6 " 18" x 30" x 6 " 2 4 " x 36" x 6 " Hinge Covered Boxes 6" x 6 " x 4'" 6" x 8" x 4 " 8" x 8 " x 4 " 8" x 12" x 4 " 12" x 12" x 4 " 12" x 18" x 4 " 12" x 24" x 4 " 12" x 12" x 6 " 12" x 18" x 6 " 12" x 24" x 6 " 18" x 24" x 6 "

10'

M a n h o u r s for Height to 15' 20'

1.15 1.15 1.15 1.27 1.27 1.52 1.78 3.47 2.52 2.77 3.47 4.12 4.69 5.99

1.27 1.27 1.27 1.40 1.40 1.67 1.96 3.82 2.77 3.05 3.82 4.53 5.16 6.59

1.35 1.35 1.35 1.50 1.50 1.79 2.10 4.08 2.97 3.26 4.08 4.85 5.52 7.05

1.43 1.43 1.43 1.59 1.59 1.90 2.22 4.33 3.14 3.46 4.33 5.14 5.85 747

1.14 1.27 ! .27 1.52 1.78 2.77 3.02 2.52 2.77 3.24 4.12

1.25 1.40 1.40 1.67 1.96 3.05 3.32 3.82 3.05 3.56 4.53

1.34 1.50 1.50 1.79 2.10 3.26 3.55 4.08 3.26 3.81 4.85

1.42 1.59 1.59 1.g0 2.22 3.46 3.77 4.33 3.46 4.04 5.14

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. F o r individual heights greater than 25 feet increase m a n h o u r s 10% for each additmnal 5 feet or fraction thereof.

B~C~ll,

fIBRVIC~II, K N D I e B R D B R R O U G H - I N

S.C. PULL AND HINGE Cortez'ore Blook,

Brick,

(Conoosdod

and

COVERED HoLlow

Tile

111

BOXES WmIlm

IxmtaUstion)

M A N H O U R S EACH Item

10"

M anhours for Height to 20'

~

f

S.C. Pull Boxes 4"x

4"x4"

4"x 6"x 6"x

6"x4" 6"x4" 8"x4"

8" x 8" x 4 " 8" x 12" x 4 "

12" x 12" x 4" 12" x 24" x 4 " 12" x 12" x 6"

12" x 18" x 6" 12" x 24" x 6" 18" x 24" x 6" 18" x 30" x 6" 24" x 36" x 6" Hinge Covered Boxes 6" x 6" x 4" 6" x 8" x 4" 8"x 8"x4" 8" x 12" x 4" 12" x 12" x 4" 12" x 18" x 4" 12" x 24" x 4" 12" x 12" x 6" 12" x 18" x 6" 12" x 24" x 6" 18" x 24" x 6"

1.22 1.22 1.22 1.34 1.34 1.61 1.88 3.67 2.66 2.93 3.67 4.36 4.96 6.29

1.34 1.34 1.34 1.47 1.47 1.77 2.07 4.04 2.93 3.22 4.04 4.80 5.46 6.92

1.21 1.34 1.34 1.61 1.88 2.93 3.19 2.66 2.93 3.43 4.36

1.33 1.47 1.47 1.77 2.07 3.22 3.51 2.93 3.22 3.77 4.80

1.44 1.44 1.44

1.52 1.52 1.52 1.67 1.67 2.01 2.35 4.58 3.32 3.66 4.58 5.44 6.19 7.85

1.58 1.58

1.89 2.21 4.32 3.13 3.45 4.32 5.13 5.84 7.40 1.42 1.58 1.58

1.89 2.21 3.45 3.75 3.13 3.45 4.04 5.13 ,

.

.

1.51 1.67 1.67 2.01 2.35 3.66 3.98 3.32 3.66 4.28 5.44 .

.

.

Manhours include checking out of job storal ~, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

88

S n a S C H , s ~ n v I c s , JOJD 1 5 | D n S.C.

PULL

AND Wall

nOUOll.lS

HINGE

and

COVERED

OellinK

(ilzpol~l.

BOXES

Oonstruotlon

l,,"'..n-Clton)

MAN HOURS EACH Item

10'

Manhours forHeigh t to 15' 20' _

.

25"

S.C. Pull Boxes

4" x 4" x 4 " 4" x 6" x 4 " 6" 6" 8" 8" 12" 12" 12"

12" 12" 18" 18" 24" Hinge 6" 6"

x x x x x x x

6" 8" 8" 12" 12" 24" 12"

x x x x x x x

4" 4" 4" 4" 4" 4" 6"

x 18" x 6" x 24" x 6" x 24" x 6" x 30" x 6" x 36" x 6" Covered Boxes x 6" x 4" x 8" x 4"

8"x

8"x4"

8 " x 12" x 4 "

12" x 12" x 4 " 12" x 18" x 4 " 12" x 24" x 4 " 1 2 " x 12" x 6 "

12" x 18" x 6 " 12" x 24" x 6" 18" x 24" x 6"

.

.

.

.

1.00 1.00 1.00 1.10 1.10 1.31 l.,gt 3.01 2.18 2.39 3.01 3.56 4.06 5.15

1.10 1.10 1.10 1.21 1.21 1.44 1.69 3.31 2.40 2.63 3.31 3.92 4.47 5.67

1.18 1.18 1.18 1.29 1.29 1.54 1.81 3.54 2.57 2.81 3.54 4.19 4.78 6.06

4.44 5.07 6.43

0.99 1.10 1.10 1.31 1.54 2.39 2.61 2.18 2.39 2.81 3.56

1.09 1.21 1.21 1.44 1.69 2.63 2.87 2.40 2.63 3.09 3.92

1.17 1.29 1.29 1.54 1.81 2.81 3.07 2.57 2.81 3.31 4.19

1.24 1.37 1.37 1.63 1.92 2.98 3.26 2.72 2.98 3.51 4.44

1.25 1.25 1.25 1.37 1.37 1.63 1.92 3.76 2.72 2.98 3.76

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and ~ f f o l d i a g . See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10efo for each additional S feet or fraction thereof.

BRLqCIi,

8BRVIGB, AND FBSDBR

S.C. PULL AND HINGE Wood

Franto

(Conomdod

S.C. Pull 4" X 4" X 6"x 6" X

Boxes 4" x 4" 6" X 4" 6"X4" 8" X 4"

8" 8" 12" 12" 12"

x x x x x

x x x x x

8" 12" 12" 24" 12"

4" 4" 4" 4"

6"

12" x 18" x 6" 12" x 24" x 6" 18" x 2 4 " x 6" 18" x 3 0 " x 6"

24" x 36" x 6" Hinge Covered Boxes 6"X' 6 " X"4" 6"x

8" 8" 12" 12" 12" 12" 12"

x

8"x4"

8" x 4 "

x 12" x 4"

x 12" x 4 " x 18" x 4 "

x x x 12" x 18" x

24" 12" 18" 24" 24"

x x x x x

4" 6" 6"

6" 6"

B8

BOXES

Conmtruotion Inm, ealstion)

MANHOURS

Item

COVERED

ROUGH-IN

EACH

1 0"

Manhours for Heizht to 15' 20'

0.94 0.94 0.94 1.04 1.04 1.24 1.45 2.84 2.06 2.26 2.84 3.37 3.83 4.86

1.03 1.03 1.03 1.14 1.14 1.36 1.60 3.12 2.27 2.49 3.12 3.71 4.21 5.35

1.11 1.11 1.11 1.22 1.22 1.46 1.71 3.34 2.42 2.66 3.34 3.97 4.51 5.72

1.17 1.17 1.17 1.30 1.30 1.55 1.81 3.54 2.57 2.82 3.54 4.20 4.78 6.06

0.94 1.04 1.04 1.25 1.45 2.26 2.47 2.06 2.26 2.65 3.37

1.03 1.14 1.14 1.38 1.60 2.49 2.72 2.27 2.49 2.92 3.71

1.11 1.22 1.22 1.47 1.71 2.66 2.91 2.42 2.66 3.12 3.97

1.17 1.30 1.30 1.56 1.81 2.82 3.08 2.57 2.82 3.31 4.20

.

.

.

.

.

.

.

.

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

24

BRANGH.

sHnvl~,

&WD r S | D I ~

ROUGH-IN

S.C. PULL AND HINGE 8uspondod

COVERED

BOXES

Ceilin K Construotion

(Oonoosled

Instsllation)

MANHOURS EACH Item S.C. Pull 4" X 4" x 6" x 6" x

Boxes 4" X 4" 6" x 4" 6" x 4" 8" x 4"

8" 8" 12" 12"

x 8" x 4" x 12" x 4 " x 12" x 4 " x 24" x 4"

12" 12" 12" 18" 18"

x x x x x

12" 18" 24" 24" 30"

x x x x x

6" 6" 6" 6" 6"

24" x 36" x 6" Hinge Covered Boxes 6" x 6" x 4" 6"x 8"x4" 8"x 8"x4" 8 " x 12" x 4 " 12" x 12" x 4 " 12" x 18" x 4 "

12" x 24" x 4" 12" x 12" x 6"

12" x 18" x 6" 12" x 24" x 6" 18" x 24" x 6"

....

Manhours for Height to 20'

I0; . . . . . 15' .

1.15 1.15

1.27 1.27 1.27 1.40 1.40 1.67

1.15 1.27 1.27 1.52

1.78 3.47 2.52 2.77 3.47 4.12 4.69 5.99

1.96 3.82 2.77

1.14 1.27 1.27 1.52 1.78

1.25 1.40 1.40 1.67 1.96

2.77 3.02 2.52 2.77 3.24 4.12

3.05 3.32 3.82 3.05 3.56

.

.

3.05 3.82 4.53

5.16 6.59

.

.

4.53

2S'

1.35 1.35 1.35 1.50 1.50

1.43 1.43 1.43 1.59 1.59

1.79 2.10 4.08 2.97 3.26 4.08 4.85 5.52 7.05

1.90 2.22 4.33 3.14 3.46 4.33 5.14 5.85 7.47

1.34 1.50 1.50

1.42 1.59 1.59 1.90 2.22 3.46 3.77 4.33 3.46 4.04 5.14

1.79 2.10 3.26 3.66 4.08 3.26 3.81 4.85

Manhours include checking out of job storage, handling, job hauling, layout, and installing items as outlined. Manhours exclude installing special fasteners and anchors, fittings, conduit, raceway, and scaffolding. See respective tables for these time frames. For individual heights greater than 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

B R / k N O H , fJHRVI~'~B, A N D I P H H D H R R O U Q H - I I q

RIGID

STEEL

ItS

01:1; A L U M I N U M

Oval Conduit

Bodies

MANHOURS EACH Types

Size

10'

lilllli"iili]

1/2 3/4

1 1-1/4 1-1/2 2

1/2 3/4

C, LB, LL & LR

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 1/2 3/4

LRL

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

9

Threaded

15'

Manhours for Height to Threadless

20'

25'

10'

15'

20'

25'

.48 .61 .72 1.03 1.35 2.04

.53

.56

.60

.38

.42

.45

.47

.~9 ~.~3 ~.49 2.24

.ss ~.2~ ~.59 2.40

.9o ~.29 ~.6s 2.55

.ss .s2 ~.08 1.63

.~ .90 ~.t9 1.79

.~ .9~ ~.2~ 1.92

.72 ~.02 ~.35 2.30

.76 .91 1.16 1.79 2.20 2.75 3.92 5.57 7.15 8.25

.84 .... 1.00 1.28 ~.97 z42 3.03 4.31 6.13 7.87 9.08

.89

.98

.6~

.6~'

1.07 1.37 2.~ zs9 3.24 4.61 6.56 8.42 9.71

1.14 1.45 2.23 z~4 3.43 4.89 6.95 8.92 10.29

.73 .93 ~.43 ~.~6 2.20 3.14 3.46 5.72 6.60

.72 .80 .86 1.02 1.09 ~.s~ ~.~ ~.~ ! z07 2.42 i 2.59 3.45 3.70 4.91 5.25 6.29 6.73 7.26 7.77

.76 .91 1.16

.87 1.02 1.28 1.79 2.20 2.75 4.47 5.57 7.15 8.25

.67

.~2

.7~

.49

.84

.88

.6~

~.~s

2.2o 2.74 3.92 5.56 7.14 8.23

.77

.82

.87

1 1.57 1.94 2.42 3.94 4.91 6.29 7.26

1.20 1.68 2.07 2.59 4.21 5.25 6.73 7.77

1.27 1.78 2.20 2.74 4.47 5.56 7.14 8.23

Manhours include checking body out of job storage, handling, job hauling, and complete installation including cover plates and gaskets, and cover duplex receptacle or cover lamp holder where required. Manhours exclude installation of other fittings, condmt, and scaffolding. See respective tables for these time frames.

20

B R A N O H , fJBRVIOB, & N D J ' B I I D | R

ROUGH-IN

RIGID STBZL OR ALUI~INUI~ Ovsd Gonduit

Bod/es

MANHOURS E A C H

Types

Size

{Inches} .

.

.

1/2

3/4

T&TB

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 1/2 3/4

X

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

.

.

10'

'"

.99

15'

Manhours for Height to Threadless 20' 25' 10' 15' 20'

1.09

1.17

Threaded

25'

1.24

.87 1.05 1.29 2.23 2.42 3.03 4.65 6.11 7.62 8.53

.93 1.12 1.38 2.39 2.59 3.24 4.98 6.53 8.16 9.12

.99 1.19 1.46 2.53 2.74 3.43 5.28 6.92 8.65 9.67

1.24 1.45 1.69 2.72 3.03 3.51 5.39 7.07 8.59 9.75

1.33 1.55 1.81 2.91 3.24 3.75 5.77 7.57 9.19 10.43

1.41 1.65 1.92 3.08 3.43 3.98 6.11 8.02 9.74 11.05

1.19 1.46 2.54 2.75 3.44 5.29 6.94 8.66 6.96

1.31 1.61 2.79 3.03 3.78 5.82 7.63 9.53 10.66

1.40 1.72 2.99 3.24 4.05 6.23 8.17 10.19 11.41

1.48 1.82 3.17 3.43 4.29 6.60 8.66 10.80 12.09

.79 .95 1.17 2.03 2.20 2.75 4.23 5.55 6.93 7.75

1.41 1.65 1.93 3.09 3.44 3.99 6.12 8.04 9.76 11.07

1.55 1.82 2.12 3.40 3.78 4.39 6.73 8.84 10.74 12.18

1.66 1.94 2.27 3.64 4.05 4.70 7.20 9.46 11.40 13.03

1.76 2.06 2.41 3.86 4.29 4.98 7.64 10.03 12.18 13.81

1.13 1.32 1.54 2.47 2.75 3.19 4.90 6.43 7.81 8.86

Manhours include checking body out of job storage, handling, job hauling, and complete installation including cover plates and gaskets where required. Manhours exclude installation of other fittings, conduit, and scaffolding. See respective tables for these time frames.

B R A N O H , fJlBRVIGIB, A N D F I B H D H R R O U G H - I N

ELECTRIC

METALLIC

87

TUBING

Oval q~ondu/t Bodies MANHOURS EACH Manhours for Height to Types

S

i

.

(Inches) .

1/2 3/4 C-LB-LL-LR

1 1-1/4 1-1/2 2 1/2 3/4 1 1-1/4 1-1/2 2

.

.

.

.

.

.

.

.....

.

.

.

.

25'

10'

Threadless 15' 20'

.53 .67 .87 1.10 1.46 1.87

.58 .74 .96 1.21 1.61 2.06

.62 .79 1.02 1.29 1.72 2.20

.66 .84 1.09 1.37 1.82 2.33

.42 .54 .70 .88 1.17 1.50

.46 .59 .77 .97 1.29 1.65

.74 .91 1.1 6 1.46 1.68 2.16

.81 1.00 1.28 1.61 1.85 2.38

.87 1.07 1.37 1.72 1.98 2.54

.92 1.14 1.45 1.82 2.10 2.69

.59 .73 .93 1.17 1.34 1.73

.65 .80 1.02 1.29 1.47 1.90

.69 .86 1.09 1.38 1.58 2.04

.74 .91 1.1 6 1.46 1.67 2.16

10" .

.

.

.

Set Screw 15' 20'

•

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

Z5'

.49 .64 .82 1.04 1.38 1.77

.52 .67 .87 1.10 1.46 1.87

.

1/2 3/4 1

1.14 1.33 1.56

1.25 1.46 1.72

1.34 1.57 1.84

1.42 1.66 1.95

.91 1.06 1.25

1.00 1.1 7 1.38

1.07 1.25 1.47

1.14 1.32 1.56

1-1/4 1-1/2 2

.74 .94 1.58

.81 1.03 1.74

.87 1.11 1.86

.92 1.17 1.97

.59 .75 1.26

.65 .83 1.39

.69 .88 1.48

.74 .94 1.57

1-1/4 1.1/2 2

174 .04 1.58

.81 1.03 1.74

.87 1.1~ 1.86

.92 1.17 1.97

.59 .75 1.26

.65 .83 1.39

.69 .88 1.48

.74 .94 1.57

,

Entrance Caps

.

.

.

.

Manhours include checking body out of job storage, handling, job hauling, and complete installation including plates and gaskets where required. Manhours exclude installation of other fittings, electric metallic tubing, and scaffolding. See respective tables for these time frames.

28

BRA~OIH, ~RVI~,

A N D IPHHDHR R O U G H - I N

PI,,ASTIC

CONDUIT

Oval Conduit

Bod/es

MANHOURS EACH Size (Inches)

Types

1o'

1/2 3/4

1 1-1/4 1-1/2 2

C-LB-LL-LR

.

.

.

.

.

.

'

Cement ~oint For Height to ~s' 20'

9

25'

.54 .67 .87 1.25 1.52 2.20

.59 .74 .96 1.38 1.67 2.42

.64 .79 1.02 1.47 1.79 2.59

.67 .84 1.09 1.56 1.90 2.74

.74

.81 .97

1.16 1.52 1.79 2.$4

1.28 1.67 1.97

2.79

.87 1.04 1.37 1.79 2.11 2.99

.92 1.10 1.45 1.90 2.23 3.17

1.18 1.40 1.63 2.56 2.86 3.47

1.30 1.54 1.79 2.82 3.15 3.82

.

1/2 3/4

.88

1 1-1/4 1-1/2 2 ,

1/2 3/4

I 1-I/4 1-1/2 2

.

.

.

.

.

.

.

.

.

.

,

1.39 1.65 1.92 3.01 3.37 4.08

.

1.47 1.75 2.03 3.19 3.57 4.33

Manhours include checking body out of job storage, handling, job hauling, and complete installation including plates and gaskets where required. Manhours exclude installation of other fittings, plastic conduit, and scaffolding.See respective tables for these time frames.

B R A N C H , fJHRVIGH. A N D F H H D H R R O U G H - I N

FS TYPE

THREADED ]Fist C o n ~ (Conoosdod

CAST DEVICE

20

BOX/S

Blab Construotlon Insta~lt/on)

MANHOURS EACH Type FS FS FS FS FS FS FS FS FS FS FS FS FSC FSC FSC FSC FSC FSC FSC FSC FSC FSD FSD FSD FSD FSD FSD FSD FSD FSD

Number of Gangs

Number of Hubs

Manhours for Height to 15' 20' 25'

Hub Size (Inches) 1/2 3/4 1/2 3/4 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 I/2 3/4 1

.81 .88 1.05 .81 .88 1.02 .92 .99 1.13 1.07 1.19 1.35 .97 1.13 1.32 .97 1.13 1.32 1.08 1.24 1.43 .97 1.13 1.32 1.45 1.61 1.87 2.15 2.42 2.97

.89 .97 1.1 6 89 9 97 9 1.12 1.01 1.09 1.24 1.18 1.31 1.49 1.07 1.24 1.45 1.07 1.24 1.45 1.19 1.36 1.57 1.07 1.24 1.45 1.60 1.77 2.06 2.37 2.66 i 3.27

.95 1.04 1.24 .95 1.04 1.20 1.08 1.17 1.33 1.26 1.40 1.59 1.14 1.33 1.55 1.14 1.33 1.55 1.27 1.46 1.68 1.14 1.33 1.55 1.71 1.89 2.20 2.53 2.85 3.50

1.01 1.10 1.31 1.01 1.10 1.27 1.15 1.24 1.41 1.33 1.48 1.68 1.21 1.41 1.65 1.21 1.41 1.65 1.35 1.55 1.78 1.21 1.41 1.65 1.81 2.01 2.33 2.68 3.02 3.71

Manhours include checking OUt of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

80

B~G~H[,

fJlBRVI~N, A N D IqBIBDHR R O U G H - I N

1~ TYPE THRHADED Flat Oonmte

CAST DEVICE BOXBfJ 8lAb Construotlon

(Oonooalod InsUdlstion)

MANHOURS EACH Type

Number of Gangs

Number of Hulm

!

Hub Size (Inches) ,,,

FSL FSL FSL FSR FSR FSR FSS FSS FSS FSS FSS FSS FSCC FSCC FSCC FST FST FST FSX FSX FSX FSCD FSCD FSCD

1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 I/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 L

1

L

Manhours for Height to 15' " 20' :- 25'

I0'

!

,

.97 1.13 ! .32 .97 1.13 1.32 .97 1 .I 3 1.32 I.I 1 1.32 1.51 1.11 1.32 1.51 1.11 1.32 1.51 1.32 1.60 1.87 1.32 1.60 1.87

i

'

1.07 1.24 1.45 1.07 1.24 1.45 1.07 1.24 1.45 1.22 1.45 1.66 1.22 1.45 1.66 1.22 1.45 1.66 1.45 1.76 2.06 1.45 1.76 2.06

1.14 1.33 1.55 1.14 1.33 1.55 1.14 1.33 1.55 1.31 1.55 1.78 1.31 1.55 1.78 1.31 1.55 1.78 1.55 1.88 2.20 1.55 1.88 2.20

,

-

i

1.21 1.41 1.65 1.21 1.41 1.65 1.21 1.41 1.65 1.38 1.65 1.88 1.38 1.65 1.88 1.38 1.65 1.88 1.65 2.00 2.33 1.65 2.00 2.33

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each addiuonal 5 feet or fraction thereof.

BR/LN~H, SHRVICH, A N D IFBHDHR ROUOH-II4

FE; T Y P E

THREADED Conormtm Pan (ConooeJod

CAgT DEVICE Form

81

BOXE~;

Conmtruotfon

Inmtalla~on)

MANHOURS EACH Type FS FS FS FS FS FS FS FS FS FS FS FS FSC FSC FSC FSC FSC FSC FSC FSC FSC FSD FSD FSD FSD FSD FSD FSD FSD FSD

Number of Gangs

Number of Hubs

Hub Size (Inches) 1/2 3/4 1

1/2 3/4 1

1/2 3/4 1

1/2 3/4 1

1/2 3/4 1

1/2 3/4 1

1/2 3/4 1 1/2 3/4 1

1/2 3/4 1 1/2 3/4 1

10' .93 1.01 1.21 .93 1.01 1.1 7 1.06 1.14 1.30 1.23 1.37 1.55 1.12 1.30 1.52 1.12 1.30 1.52 1.24 1.43 1.64 1.12 1.30 1.52 1.67 1.85 2.15 2.47 2.78 3.42

Manhours for Height to 15' 20' 25' !

1.02 1.11 1.33 1.02 1.11 1.29 1.17 1.25 1.43 1.35 1.51 1.71 1.23 1.43 1.67 1.23 1.43 1.67 1.36 1.57 1.80 1.23 1.43 1.67 1.84 2.04 2.37 2.72 3.06 3.76

,

1.09 1.19 1.42 1.09 1.19 1.38 1.25 1.34 1.53 1.45 1.61 1.82 1.32 1.53 1.79 1.32 1.53 1.79 1.46 1.68 1.93 1.32 1.53 1.79 1.97 2.18 2.53 2.91 3.27 4.03

!

1.16 1.26 1.51 1.16 1.26 1.46 1.32 1.42 1.62 1.53 1.71 1.93 1.40 1.62 1.90 1.40 1.62 1.90 1.55 1.78 2.05 1.40 1.62 1.90 2.08 2.31 2.68 3.08 3.47 4.27

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

82

BRANOH,

fIRRVI~,/kND

lP'HHDHR R O U G H . I N

1~ TYPE 'rHRHADED Conereto

Pan

CABT DEVICE BOXES

Foam

(Gonooalod

0onmtz'uetion

Installation)

MANHOUR$ EACH Type

Number of Gangs

Number of Hubs

Hub Size (Inches)

..,

FSL FSL FSL FSR FSR FSR FSS FSS FSS FSS FSS FSS FSCC FSCC FSCC FST FST FST FSX FSX FSX FSCD FSCD FSCD

9

I 1/2 3/4 I 1/2 3/4

1 I/2 3/4

1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1

4 4

.

Manhours for Height to 15' 20' 25'

L

1/2 3/4

2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 4 4

4 4

10'

.

.

1/2 3/4 1 .

.

.

1.12 1.30 1.52 1.12 1.30 1.52 1.12 1.30 1.52 1.28 1.52 1.74 1.28 1.52 1.74 1.28 1.52 1.74 1.52 1.84 2.15 1.52 1.84 2.15

1.23 1.43 1.67 1.23 1.43 1.67 1.23 1.43 1.67 1.41 1.67 1.91 1.41 1.67 1.91 1.41 1.67 1.91 1.67 2.02 2.37 1.67 2.02 2.37

1.32 1.53 1.79 1.32 1.53 1.79 1.32 1.53 1.79 i 1.51 1.79 ! 2.05 1.51 1.79 i 2.05 1.51 1.79 2.05 1.79 2.17 2.53 1.79 2.17 2.53

1.40 1.62 1.90 1.40 1.62 1.90 1.40 1.62 1.90 1.60 1.90 2.17 1.60 1.90 2.17 1.60 1.90 2.17 1.90 2.30 2.68 1.90 2.30 2.68

Manhours include checking out of job storage, handling, job hauling, layout, and mstallinK of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, condu~t, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase |nanhours 10% for each additional 5 feet or fractson thereof.

S~CH,

smnvlcu,

FS TYPE THREADED Conoroto

ROUGH.IN

88

CAST DEVICE BOXES

Wes

(ConooeJod

AND FHmDn

Construotion InsteJlation)

MANHOURS EACH Type _

=

_

Number of Gangs

Number of Hubs

Hub Size (Inches)

1 1 I

1 I I

I/2 3/4

.81 .88 1.05

.89

.95

1.01

.97 1.16

1.04 1.24

1.10

2 2

1 1

1/2 3/4

.81 .88

.89 .97

.95 1.04

2 3 3 3 4 4 4 I I 1

I 1 I 1 1 1 1 2 2 2

1.02 .92 .99 1.13 1.07 1.19 1.35 .97 1.13 1.32

1.12 1.01 1.09 1.24 1.18 1.31 1.49 1.07 1.24 1.45

1.20 1.08 1 .I7 1.33 1.26 1.40 1.59 1.14 1.33 1.55

2 2 2 3 3 3

2 2 2 2 2

1.07 1.24 1.45 I.I 9 1.36

1.14 1.33 1.55 1.27 1.46

10'

Manhours for Height to 15' 20' 25' .

FS FS FS FS FS FS FS FS FS FS FS FS FSC FSC FSC FSC FSC FSC FSC FSC FSC FSD FSD FSD FSD FSD FSD FSD FSD FSD

2

2 2

2 2 3 3

2 2 4 4

3

4

4

5

4 4

5 5

I

I 1 1

1/2 3/4 1/2 3/4

1/2 3/4

1

I/2 3/4 1 1

I/2 3/4 I/2

3/4

1

1.43 .97

1.57 1.07

.

.

1.68 1.14

1/2 3/4

1.13 1.32 1.45 1.61

1.24 1.45 1.60 1.77

1/2

2.15

1.87

2.06

2.20

3/4

2.42 2.97

2.66 3.27

2.85 3.50

1 1

.97 1.13 1.32 1.08 1.24

i

.

2.37

1.33 1.55 1.71 1.89

2.53

1.31 1.01

! 1.10 ! 1.27 1.15 1.24 1.41 1.33 1.48 1.68 1.21 1.41 1.65 1.21 1.41 1.65 1.35 1.55

1.78 1.21 1.41

1.65 1.81

2.01 2.33 2.68 3.02 3.71

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

84

BRANCH,

fJHRVIOH, AND FHEDHR

FS TYPE

THREADED Conm~te

ROUGH-IN

CAST DEVICE

Wall

(Conooalod

BOXES

Conmtruotion Inmtsdlation)

M A N H O U R S EACH

Type FSL FSL FSL FSR FSR FSR FSS FSS FSS FSS FSS FSS FSCC FSCC FSCC FST FST FST FSX FSX FSX FSCD FSCD FSCD

Number of Gangs

Number of Hubs

Hub Size (Inches)

L

. , Manhours for Height to 10' 15' 20' 25'

....

2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4

1/2 3/4 1

1/2 3/4

1 1/2 3/4 1 1/2 3/4 1

1/2 3/4 1 1/2 3/4 1 1/2 3/4

1 1/2 3/4 1

.97 1.13 1.32 .97 1.13 1.32 .97 1.13 1.32 1.11 1.32 1.51 1.11 1.32 1.51 1.11 1.32 1.51 1.32 1.60 1.87 1.32 1.60 1.87

1.07 1.24 1.45 1.07 1.24 1.45 1.07 1.24 1.45 1.22 1.45 1.66 1.22 1.45 1.66 1.22 1.45 1.66 1.45 1.76 2.06 1.45 1.76 2.06

1.14 1.33 1.55 1.14 1.33 1.55 1.14 1.33 1.55 1.31 1.55 1.78 1.31 1.55 1.78 1.31 1.55 1.78 1.55 1.88 2.20 1.55 1.88 2.20

1.21 1.41 1.65 l 1.21 1.41 1.65 1.21 1.41 1.65 1.38 1.65 1.88 1.38 1.65 i 1.88 1.38 1.65 1.88 1.65 2.00 2.33 1.65 2.00 2.33

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

BRANOH,

1~

TYPE

8HRVICZ, AND I~BDHR

THREADED

Conoroto

Block,

CAST

Briok,

ud

DEVICE

Hollow

ROUGH-IN

85

BOXES

Trio Wmllm

(Conoomaod Inmt~llstton) MANHOURS EACH Type FS FS FS FS FS FS FS FS FS FS FS FS FSC FSC FSC FSC FSC FSC FSC FSC FSC FSD FSD FSD FSD FSD FSD FSD FSD FSD

Number of Gangs

Number of Hubs

Hub Size (Inches)

z/2

3/4

1/2 3/4

1 1

1.21 .94 1.01

1.29

1.00 1.08

1/2 3/4

1.26 1.14 1.22 1.40 1.32 1.47

1/2 3/4

1.02 1.19

1.12 1.31

1.20 1.40

1/2 3/4 I/2 3/4

1/2 3/4

1

1.10 .85 .92

2O"

~.oo 1.o8

1.18 1.07 1.14 1.31 1.23 1.38

1

1

15'

~ss- r .94 .92 ~.o~

1.07 .97 1.04 1.19 1.12 1.25

1/2 3/4

I

Manhours for Height to 10'

1/2 3/4

1

1/2 3/4

1.42

1.39 1.02 1.19 1.39 1.13 1.30 1.50

1.02 1.19

1.39 1.52

1.69 1.96 2.26 2.54 3.12

1.56

1.67

1.53 1.12 1.31 1.53 1.24 1.43 1.65

1.64 1.20 1.40 1.64 1.33 1.53 1.77

1.12 1.31

1.20 1.40

1.53 1.67

1.86 2.16 2.49 2.79 3.43

1.64 1.79 1.99

2.31 2.66 2.99 3.67

25'

1.06 1.15 1.37 1.06 1.15 1.33 1.21 1.30 1.48 1.40 1.56 1.77 1.27 1.48 1.73 1.27 1.48 1.73 1.41 1.62 1.87 1.27 1.48 1.73 1.90 2.11 2.45 2.82 3.17 3.89

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

86

BRANaH,

fJHRVICH, JkND F H H D n

1~ TYPE

CABT DEVICE BOXI8

THRHADED

Conoroto

Blook,

ROUGH-IN

Brlok,

and

Hollow

Tlle Wa&ls

(Oonoe~e4 I n a t ~ l l s t i o n ) MANHOURS EACH Type FSL FSL FSL FSR FSR FSR FSS FSS FSS FSS FSS FSS FSCC FSCC FSCC FST FST FST FSX FSX FSX FSCD FSCD FSCD

Number of Gangs

Number of Hubs

Hub Bize (inches)

2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3

I/2 3/4

4 4 4 4 4 4

1

. I0' f,

!

"

~

1.12 1.31

1.20 1.40

1.39 1.02

1.53 I .I2

1.64 1.20

1.73 1.27

1.39

1.53

1.64

1.73

I12 3/4

1.02 1.19

1.12 1.31

1.20 1.40

1.27 1.48

1/2

1.39 I. 17

1.53 1.29

1.64 1.38

1.73 1.46

1.39 1.59 I .I7 1.39

1.53 1.75 1.29 1.53

1.64 1.87 1.38 1.64

1.73 1.98 1.46 1.73

1.59

1.75

1.87

1.98

1.1 7 1.39

1.29 1.53

1.38 1 .r

1.46 1.73

1.59 1.39

1.75 1.53

1.87 1.64

1.98 1.73

1.68

1.85

1.96

2.16

1.39 1.68

1.53 1.85

! 1.98 I 2.31 1.64 1.98

~ 2.16

2.31

2.10 2.45 1.73 [ 2.10 J 2.45

I/2

314 1

1

3/4 1 I/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1

1.02 1 .I 9

Manhours for Height tO . . . . . . . 15' 1 20' ! 25'

1 .I 9

1.96

1.31

1.40

1.27 1.48 1.48

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, condmt, and scaffolding. See respective tables for these time frames, For heights above 25 feet increase manhours 10% for each additional 5 feet or fractson thereof.

B R A N C H , 8HRVIC~B, A N D I ~ I B D H R R O U G H - I N

1~ TYPE

THREADED Wall

and

CAST DEVICE

0eiling

(Hxposod

87

BOXES

Construotion

Inm~&tlon)

MANHOURS EACH Type FS FS FS FS FS FS FS FS FS FS FS FS FSC FSC FSC FSC FSC FSC FSC FSC FSC FSD FSD FSD FSD FSD FSD FSD FSD FSD

Number of Gangs

N umber of Hubs

Hub Size (Inches) 1/2 3/4

10'

1.07 1.25

.85 .92 1.10 .85 .92 1.07 .96 1.03 1.18 1.12 1.24 1.41 1.01 1.18 ,~8 1.01 1.18 1.38

1/2 3/4

,.0~ ,.18

,.,~ ~.30

1.47 ,.~, ,.~

1/2 3/4

.~ ,.0~ ,.~ ,.3~

~.0, 1.,s ,.~8 ~.~

,.08 ,.20 ,.,~ ,.~

,.,~ ,.~3 ,.60 ,.~

,.~ ~.0~ ~.~0 ~.8~

~.~ ~.~, ~.~ 3.,0

~.,0 ~.,0 ~.~, ~.3~

2.~ ~.~ ~.8~ 3.~2

1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1

.77 .84 1.00 .77 .84 .97 .87 .94 1.07 1.02 1.13 1.28 .92 1.07 1~

Manhours for Height to 15' 20' 25'

.92

.91 .99 1.18 .91 .99 1.15 1.02 1.11 1.26 1.20 1.33 1.51 1.08 1.26 ,,~ 1.08 1.26

.96 1.0.5 1.25 .96 1.05 1.21 1.09 1.17 1.33 1.27 1.41 1.60 1.15 1.33 ,,o 1.15 1.33 1.60 ,.~ ,.,~

1 1 1/2 3/4 1 1/2 3/4

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

88

B R A N C ' H . S I R V I O H , A N D lrHIr, D H R R O U G H . I N

FS TYPE THREADED

CAST DEVICE BOXBS

WI~LI a n d C o i l / r i g O o n s t r u e ~ l o n (Oonoosdod

Installation)

MANHOURS EACH Type

.

FSL FSL FSL FSR FSR FSR FSS FSS FSS FSS FSS FSS FSCC FSCC FSCC FST FST FST FSX FSX FSX FSCD FSCD FSCD .

Number ....... HubSize (Inches) of Hubs

Number of Gangs .

.

.

L

n

,

,

,

9

,,

1.08

1.15

3/4

1.07 1.25

1 .I 8 1.38

1.26 1.47

1.33 1.60

I/2

.92

1.01

1.08

1.15

3/4

1.07 1.25

1 .I 8 1.38

1.26 1.47

1.33 1.60

I/2

.92

1.01

1.08

1.15

3/4

1.07 1.25 1.05 1.25 1.43 1.05 1.25 1.43 1.0S 1.25 1.43 1.25 1.52 1.78 1.25 1.52 1.78

1.18 1.38 1 .I 6 1.38 1.57 1 .I 6 1.38 1.57 1 .I 6 1.38 1.57 1.38 1.67 1.96 1.38 1.67 1.96

1.26 1.47 1.24 1.47 1.68 1.24 1.47 1.68 1.24 1 47 1.68 1.47 1.79 2.10 1.47 1.79 2.10

1.33 1.60 1.31 1.60 i 1.78 1.31 1.60 1.78 1.31 1.60 ! 1.78 1.60 1.90 2.22 1.60 1.90 i 2.22

I/2 3/4 1

I/2

1 1

1

|

1.01

1

1

9

.92

1

i

Manhours for Height to 15' 20' 25'

1/2 1

,

I0'

3/4

1/2

3/4

1/2

3/4

1/2

3/4

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

BRt~CII,

1~ TYPE

THREADED Wood

S]IRVICE, AND IrBBDBR ROUGH-IN

CAST DEVICE

80

BOXES

]P'ramLo C o ~ a t i o n

(ConooaJod

Inolldlation)

MANHOURS EACH Type FS FS FS FS FS FS FS FS FS FS FS FS FSC FSC FSC FSC FSC FSC FSC FSC FSC FSD FSD FSD FSD FSD FSD FSD FSD FSD

Number of Gangs

Number of Hubs

Hub Size (Inches)

I0'

1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1 1/2 3/4 1

.73 .79 .95 .73 .79 .92 .83 .89 1.02 .96 1.07 1.22 .87 1.02 1.19 .87 1.02 1.19 .97 1.12 1.29 .87 1.02 1.19 1.31 1.45 1.68 1.94 2.18 2.67

Manhours for H e i S t to 15' 20' 25' .80 .87 1.05 .80 .87 1.01 .91 .98 1.12 1.06 1.18 1.34 .96 1.12 1.31 .96 1.12 1.31 1.07 1.23 1.42 .96 1.12 1.31 1.44 1.60 1.85 2.13 2.40 2.94

.86 .93 1.12 .86 .93 1.08 .98 1.05 1.20 1.13 1.26 1.45 1.02 1.20 1.39 1.02 1.20 1.39 1.14 1.32 1.52 1.02 1.20 1.39 1.54 1.71 1.98 2.28 2.57 3.14

.91 .99 1.19 .91 .99 1.15 1.04 1.11 1.27 1.20 1.33 1.52 1.09 1.27 1.47 1.09 1.27 1.47 1.21 1.40 1.61 1.09 1.27 1.47 1.63 1.81 2.10 2.42 2.72 3.33

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

40

B R A N C ' H , f I B R V I 0 1 I , A N D IqIIBDIBR R O U G H - I N

FS TYPE THRE~RD Wood

CAST DEVICE BOXES

Frmno

(Oonooalod

Conmtruotion InsUdlatton)

MAN HOURS EACH Type FSL FSL FSL FSR FSR FSR FSS FSS FSS FSS FSS FSS FSCC FSCC FSCC FST FST FST FSX FSX FSX FSCD FSCD FSCD

Number

of Gangs

Number of Hubs

H u b Size

(Inches) I/2 3/4

"

10;

M_nhoursfo, H e . : tr . :ign, a zo...... 15' 20' 25'

.87 1.02

.96 1.12

1.19

.87 1.02 1.19

1.31

.87 1.02

.96 1.12

1.19

1.00 1.19

1

1.36

1.50

1.60

1.70

1/2 3/4 1 1/2 3/4

1.00 1.19 1.36 1.00 1.19

1.10 1.31 1.50 1.10 1.31

1.18 1.38 1.60 1.18 1.38

1.25 1.47 1.70

1

1.36

1.50

1.60

1.70

1.19 1.44

1.31 1.58

1.68

1.85

1.19 1.44

1.31 1.58

1.38 1.69 1.98 1.38 1.69

1.68

1.85

1.98

1.47 1.80 2.10 1.47 1.80 2.10

1

1/2 3/4 1

1/2 3/4 1

1/2 3/4

1/2 3/4 1

1/2 3/4 1

1.02 1.20

1.09 1.27

1.31

1.39

1.47

.96 1.12

1.02 1.20 1.39 1.02 1.20

1.09 1.27 1.47 1.09 1.27

1.31

1.38

1.47

1.10 1.31

1.18 1.38

1.25 1.47

1.25

1.47

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude mstaUation of speoal fasteners and anchors, fittings, condmt, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fracuon thereof.

B R A N O H , 8HRVIOH, A N D FHIBDHR R O U G H - I N

FS TYPE

THREADED 8uspondod

CAST DEVICE

Coiling

(Conooalod

41

BOXES

Conatruotfon

Installation)

MANHOURS EACH Type FS FS FS FS FS FS FS FS FS FS FS FS FSC l~C FSC FSC FSC FSC FSC FSC FSC FSD FSD FSD FSD FSD FSD FSD FSD FSD

Number of Gangs

Number of Hubs

1 1 I 2 2 2 3 3 3 4 4 4 1 1 I 2 2 2 3 3 3 2 2 2 3 3 3 4 4 4

1

Hub Size ! (Inches) i 1/2

101 .81

3/4

!

.88 1.05

1/2 3/4

i

.81 .88 1.02 .92 .99 1.13 1.07 1.19 1.35 .97 1.13 1.32 .97 1.13 1.32 1.08 1.24 1.43 .97 1.13 1.32 1.45 1.61 1.87 2.15 2.42 2.97

1

1 1/2 3/4 1

1/2 3/4 1

1/2 3/4 1

1/2 3/4 1

1/2 3/4 1

1/2 3/4 1

1/2 3/4 1 1/2 3/4 1

Manhours for Height to 25' ,. 15' .... , 20'. .89 .97 1.16 .89 .97 1.12 1.01 1.09 1.24 1.18 1.31 1.49 1.07 1.24 1.45 1.07 1.24 1.45 1.19 1.36 1.57 1.07 1.24 1.45 1.60 1.77 2.06 2.37 2.66 3.27

.95 1.04 1.24 .95 1.04 1.20 1.08 1.17 1.33 1.26 1.40 1.59 1.14 1.33 1.55 1.14 1.33 1.55 1.27 1.46 1.68 1.14 1.33 1.55 1.71 1.89 2.20 2.53 2.85 3.50

1.01 1.10 1.31 1.01 1.10 1.27 1.15 1.24 1.41 1.33 1.48 1.68 1.21 1.41 1.65 1.21 1.41 1.65 1.35 1.55 1.78 1.21 1.41 1.65 1.81 2.01 2.33 2.68 3.02 3.71

Manhours include checking out of.job storag~, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 109b for each additional 5 feet or fraction thereof.

42

B R A N O H . 811RVIC'H. A N D IelEHDHR R O U G H - I N

1~ TYPE

THREADED CAST DEVICE 8uspondod CollinK Construetion (0onoealod Installation)

BOXES

MANHOURS EACH Type FSL FSL FSL FSR FSR FSR FSS FSS FSS FSS FSS FSS FSCC FSCC FSCC FST FST FST FSX FSX FSX FSCD FSCD FSCD

Number of Gangs

Number of Hubs

Hub Size (Inches)

2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3

I/2 3/4

__M_m~hou~_

ht_to _- 25' 1.21 1.41

1.65

1

1/2 3/4

1.21 1.41

1.65

1

1/2

1.21 1.41

3/4

1.65

1

I/2 3/4

1.38

1.65

1

1.88 1.38 1.65 I

I/2 3/4 1

I/2 3/4 1

1.88 1.65 2.00 1 2.33 1/2 1.65 3/4 2.00 I 2.33 Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each addiuonal 5 feet or fraction thereof. 4 4 4 4 4 4

1/2 3/4

,

, . .

BRA.N~,

FS TYPE

8HRVICH, AND FHHDHR ROUGH-IN

THREADLESS

.Flat Conoroto

Slab

CAST

Oonmtruotion

DEVICE

(Oonoosdod

48

BOXES

InmtmJlation)

MANHOURS EACH " ' Type

j

Number of Gangs

Number of Hubs

[

HUb Size (Inches)

FS FS FS FSC FSC FSC FSS FSS FSS

.70

1/2 3/4 1/2 3/4 1

1/2 3/4 1

.

Conorote

Pu

1/2

1/2 3/4

Construo~on

.s2

.85 1.00 .95 1.12 1.33 .95 1.12 1.33 .

.

.56 .68 .81 973 .84 1.02

3/4

Fore

.7~

.77 91 9 86 9 1.02 1.21 86 9 1.02 1.21

1

For Electric Metallic Tubing FS 1 FS 1 FS 1 FSC 1 FSC 1 FSC 1

Manhours for Hei ht to ~5' 2o' 25'

o'

.

.

.62 .75 .89 .80 .92 1.12

(Conoesded

.

.sT

.91 1.07 1.01 1.20 1.42 1.01 1.20 1.42

.96 1.14 1.07 1.27 1.51 1.07 1.27 1.51

.66 .80 .95 .86 .99 1.20

.70 .85 1.01 .91 1.05 1.27

.

l~ation)

MANHOURS EACH Type FS FS FSC FSC FSC FSS FSS FSS

Number of Gangs I 1 1 1 1 1 1 1 1

'Number of Hubs .

.

.

.

.

.

Hub Size (Inches)

10'

.

1 1 1 2 2 2 2 2 2

1

1

1

For Electric'Metallic Tubing] FS FS FS FSC FSC FSC

1/2 3/4 1/2 3/4 1/2 3/4

1/2 3/4

1

1/2 3/4 1 .

.

.

.

.

.

.

.

.

.

.

Manhours for Height to 15' 20' 25'

.81 .89 1.05 .99 1.17 1.39 .99 1.17 1.39

.89 .98 1.16 1.09 1.29 1.53 1.09 1.29 1.53

.95 1.05 1.24 1.17 1.38 1.64 1.1 7 1.38 1.64

1.01 1.11 1.31 1.24 1.46 1.73 1.24 1.46 1.73

.64 .78 .93 .84 9 1.1 7

.70 .86 1.02 .92 1.07 1.29

.75 .91 1.09 .99 1.14 1.38

.80 .97 1.16 1.05 1.21 1.46

.

.

.

Manhours include checking out of job storal ,re, handling, job hauling, layout, and instaUting of rigid conduit or electric, metallic tubing devices as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10qb for each additional 5 feet or fraction thereof.

44

BHRVlC~'~,/kIND I P R H D H R ~NIRING

B~CH,

THRE~L2SS

FS TYPE

CAST DEVICE BOXEB

ComR.~m Wall

Cons~o~on

(Oonooalod Insmllatlon) M A N H O U I ~ EACH

Type

Number of Gangs

Hub Size (Inches)

Number of Hubs

,,,

FS FS FS FSC FSC FSC FSS FSS FSS

1/2 3/4 1

1/2 3/4 1

1/2 3/4 1 J

9

For Electric Metallic Tubing FS 'I FS I FS I FSC 1 FSC I FSC I

:

1/2 3/4 1

1/2 3/4 1 ..

Contain

,

L

Blook,

,

Number of Gangs

Number of Hubs

FS FS FS FSC FSC FSC FSS FSS FSS

Hub Size (Inches) 1/2 3/4 I/2 3/4 1/2

3/4

.

.

, . ,

.70 .77 .91 .86 1.02 1.21 .86 1.02 1.21

.77 .85 1.00 .95 1.12 1.33 .95 1.12 1.33

.82 .91 1.07 1.01 1.20 1.42 1.01 1.20 1.42

.87 .96 1.14 1.07 1.27 1.51 1.07 1.27 1.51

.56 .68 .81 73 9 .84 1.02

.62 .75 .89 .80 .92 1.12

.66 .80 .95 .86 .99 1.20

.70 .85 1.01 .91 1.05 1.27

mad Hollow

1

For Electric Metallic Tubing FS 1 FS 1 FS 1 FSC 1 FSC 1 FSC 1 .

Briok,

Manhours for Height to 15' 20'

Tilo Walls

(Oonooalod Inmmllatlon) MANHOUR5 E A C H

Type

.

,

I 0'

.

I I I 2 2 2

1

1

1/2 3/4

1/2 3/4

10'

Manhours for He|ght tO 15' 20-25'

74 9 .81 .96 .90 1.07

.81 .89 1.06 .99 1.1 8

.87 .95 1.13 1.06 1.26

1.27

1.40

1.49

.90 1.07

.99 1.18

1.06 1.26

1.27

1.40

1.49

.59 .71 .85 .77 .88 1.07

.65 .78 .94 .85 .97 1.18

.69 .84 1.00 .91 1.04 1.26

.

.

.

.

L . . . . . .

.92 1.01 1.20 1.12 1.33 1.58 1.12 1.33 1.58 .74 .89 1.06 .96 I.I0 1.33

Manhours include checking out of job storage, handling, job hauling, layout, and installing of rigid conduit or electric metallic tubing devices as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 1 0 ~ for each additional 5 feet or fraction thereof.

BRANq~H, 8 H R V I G H , A N D F H H D H R R O U G H - I N

FS TYPE

THREADLESS

CAST

WstJ1 a n d C o i l i n g

DEVICE

45

BOXES

Conatr~otion

(Nxpomod Installation) MANHOURS EACH Type

Number of Gangs

Number of Hubs

Hub Size (Inches)

Fs

10 ~

Manhours for Height to 15; 20' 25'

,,

1 1/2 3/4 1 1/2 3/4 1

For Electric Metallic Tubing FS 1 FS 1

.74 .80 .95 .90 1.07 1.27 .90 1.07 1.27

.67 .73 .86 .82 .97 1.15 .82 .97 1.15

1/2 3/4

FS FS FSC FSC FSC FSS FSS FSS

.79 .86 1.01 .97 1.14 1.35 .97 1.14 1.35

.84 .91 1.07 1.02 1.21 1.43 1 .O2 1.21 1.43 .66 .81 .96 .86 1.00 1.21

1/2 3/4 1

FSC

1/2 3/4 1

1 1 1 Wood

l~-a~mo C o n m ~ e t l o n

(Coneoalod

Im~taU~tlon)

MANHOURS EACH Type FS FS FS FSC FSC FSC FSS FSS FSS

Number of Gangs 1 1 1 1 1 1 1 1 I

For Electric Metallic Tubm8 FS FS FS FSC FSC FSC

Number of Hubs

Hub Size (Inches)

.63 .69 .82 .77 .92 1.09 .77 .92 1.09

1/2 3/4 1

2

Manhours for Height to 15' 20' 25'

10'

1/2 3/4 1 1/2 3/4 1

.

1 1/2 3/4 .

.

.

.

.

.

.74 .81 .97 .91 1.08 1.28 .91 1.08 1.28

.

.55 .67 .80 .73 .84 10.1 .

.79 .86 1.02 .96 1.19 1.36 .96 1.19 1.36 ,

50 9 .61 .73 .66 .76 92 9

1/2 3/4

1

.69 .76 .90 .85 1.01 1.20 .85 1.01 1.20

.

.

.

.

.

.

.

.59 .72 .86 .78 .89 1.08 .

, , ,

.62 .76 .91 .82 .95 1.19

. . . . . . .

Manhours include checking out of job storage, handling, job hauling, layout, and installing of rigid conduit or electric metallic tubing devices as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

46

BR/kN~I,

~RVIC'H,

FS TYPE

s

J'HHDHR ROUGH-IN

THRmADLE~ CAST DEVICE 8uspondod Coiling Construotion (Oonooslod InsUdlatton)

BOZB8

MANHOURS EACH Type

Number of Gangs

F~ FSC FSC F~oC

Nmb of Hubs

HubSize (Inches) 1/2 3/4

1 1

1/2 3/4 1

1/2 3/4 1

For Electric Metallic Tubing F'S F~ F~

1/2 3/4 1

1/2

FSC

3/4 1

I0'

Manhours for Height to

IS'

20'

.70 .77 .91 .86 1.02 1.21 .86 1.02 1.21

.77 .85 1.00 .95 1.12 1.33 .95 1.12 1.33

.82 .91 1.07 1.01 1.20 1.42 1.01 1.20 1.42

.87 .96 1.14 1.07 1.27 1.51 1.07 1.27 1.51

.56 .68 .81 .73 .84 1.02

.62 .75 .89 .90 .92 1.12

.66 .80 .95 .86 .99 1.20

.70 .85 1.01 .91 1.05 1.27

Manhours include checking out of job storage, handling, job hauling, layout, and installing of rigid conduit or electric metallic tubing devices as outlined. Manhours exclude installation of special fasteners and anchors, fittings, conduit, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fractton thereof.

BRJU~0H, 8RRVI~o

FS TYPE

DEVICE

KND FEEDER ROUGH-IN

47

BOX COVERS

MAN H O U R S E A C H Item Description Switch Cover - 1-Gang Switch Cover - 2-Gang Switch Cover- 3-Gang Switch Cover - 4-Gang S w i t c h C o v e r with G u a r d - 1-Gang S w i t c h C o v e r with G u a r d - 2 . G a n g S w i t c h Cover-Vaptit. R o d - 1 . G a n g S w i t c h Cover-Vaptit. R o d - 2 - G a n g S w i t c h Cover-Vaptit. R o d - 3 . G a n g S w i t c h Cover-Vaptit. R o d - 4 - G a n g S w i t c h Cover-Vaptit. R K R - 1 . G a n g S w i t c h Cover-Vaptit. R K R - 2 . G a n g Single R e c e p t a c l e C o v e r - 1-Gang Single R e c e p t a c l e C o v e r - 2 - G a n g Single R e c e p t a c l e Hinge S t r a p - 1-Gang Single R e c e p t a c l e Hinge C a s t -- l - G a n g D u p l e x R e c e p t a c l e C o v e r - I -Gang Duplex Receptacle Cover - 2-Gang Duplex Spring Receptacle Cover - l-Gang 1 Switch 1 Receptacle Cover - 2-Gang 1 S w i t c h 1 D u p l e x Recept. C o v e r 2.Gang Despard Cover - l-Gang Despard Cover - 2-Gang S t a m p e d Pilot C o v e r - 1-Gang C a s t Pilot C o v e r - 1-Gang Blank Cover - 1.Gang Blank Cover - 2-Gang Blank Cover - 3.Gang Blank C o v e r - 4 . G a n g

M a n h o u r s for Height to Horizontal R u n s f Vertical R u n s I0' 15' 2ff 25' i I0 ~ lY 20 ~ .10 .10 .13 .13 .22 .22 .25 .25 .37 .37 .25 .25 .10 .10

.10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .10 .13 .13

911 911 914 914 24 9 .24 928 928 41 9 41 9 28 9 928 911 911 911 911 911 911 911 911 911 911 911 911 911 911 .11 911 914 914

.12 .12 .15 .15 .26 .26 .29 .29 .44 .44 .29 .29 .12 .12 .12 .12 .12 .12 12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .15 .15

.13 .13 .16 .16 .27 .27 .31 .31 .46 .46 .31 .31 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .16 .16

.11 .11 .14 .14 .23 .23 .26 .26 .39 .39 .26 .26 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .11 .ll .11 .11 .14 .14

.12 .12 .15 .15 .25 .25 .29 .29 .43 .43 .29 .29 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .12 .15 .15

.13 .13 .16 .16 .27 .27 .3! .31 .46 .46 .31 .31 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .13 .16 .16

25 ~ .14 .14 .17 .17 .29 .29 .32 .32 .49 .49 .32 .32 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .17 .17

48

B R A N C H , 8]BRVIOH, A N D l P ~ H D n

MOISTURE

ROUGH-IN

PROOF THREADED AND COVERS

DEVICE BOXES

MAN HOURS EACH i

Item Description Bell Boxes l - G a n g - 3-I/2" I G a n g - 3-3/4"

l.Gang-4.1/2"

l-Gang-4-3/4" l-GanK-$-I/2" l-Gang-5-3/4" Universal Boxes l.Gang - 3-I/2" l.Gang - 3-3/4" l-Gang-4-1/2" l-Gang-4-3/4" l-Gang-5-1/2" l-Gang-5-3/4" 2-Gang-3-1/2" 2-Gang-3-3/4" 2-Gang-4-1/2" 2-Gang-4-3/4" 2-Gang-S-I/2" 2-Gang-5-3/4" Covers 1-Gang Duplex Device Vert. - l-Lid 1-Gang Duplex Device Vert. - Lock 1-Gang Duplex Device Horz. - I-Lid 1-Gang Duplex Device Horz. - 2-Lid 1-Gang Duplex Device Horz. - Lock 1-Gang Duplex Comb. Horz. - 2-Lid 1-Gang Signal Device Vert. - l-Lid 1-Gang Signal Device Horz. - I-Lid 1-Gang Switch Lever 2-Gang Switch Lever l-Gang Blank 2-GangBlank

"

Manhours for Height to Horizontal Runs Vertical runs 10' 15' 25' I0' 15' 20'

!

I

.81 .88 .97 1.13 1.20 1.32

.89 .95 .97 ! 1.04 1.07 1.14 1.24 1.33 1.32 1.41 1.45 I ~ 5

1.01 I.I0 1.21 1.41 1.50 1.65

.85 .92 1.02 1.19 1.26 1.39

!

i

,

9

I

.94 1.00 1.01 1.08 1.12 1.20 1.31 1.40 1.39 1.48 1.53 ! 1.64

|

1.06 I.I$ 1.27 1.4B I.SY 1.73

J .81 .88 .97 1.13 1.20 1.32 .97 1.13 1.20 1.32 1.45 1.61

.89 .97 1.07 1.24 1.32 1,45 1.07 1.24 1.32 1.45 1.60 1.77

.95 1.04 1.14 1.33 1.41 1.55 1.14 1.33 1.41 1.55 1.71 1.89

1.01 I.I0 1.21 1.41 1.50 1.65 1.21 1.41 1.50 1.65 1.81 2.01

.85 .92 1.02 1.19 1.26 1.39 1.02 1.19 1.26 1.39 1.52 1.69

.13 .13 .13 .13 .13 .13 .13 .13 .25 .25 .I0 .I0

.14 .14 .14 .14 .14 .14 .14 .14 .28 .28 .II .II

.15 .15 .15 .15 .15 .15 .15 .15 .29 .29 .12 .12

.16 .16 .16 .16 .16 .16 .16 .16 .31 .31 .13 .13

.14 .14 .14 .14 .14 .14 .14 .14 .26 .26 .II .II

.94 1.01 1.12 1.31 1.39 1.53 1.12 1.31 1.39 1.53 1.67 1.86

1.00 1.06 1.08 I.I$ 1.20 1.27 1.40 1.48 1.48 1.57 1.64 1.73 1.20 1.27 1.40 1.48 1.48 I ~ 7 1.64 1.73 1.79 1.90 1.99 2.11

.15 .15 .15 .15 .15 .15 .15 .15 .29 .29 .12 .12 L J

.16 .16 .16 .16 .16 .16 .16 .16 .31 .31 .13 .13

.17 .17 .17 .17 .17 .17 .17 .17 .32 .32 .14 .14

. . . .

Manh0urs include checl~inK out of job storage, handlinK,~job hauling, iayout, where requin~d, and installing items as outlined. Manhours exclude installation of conduit, wire, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

BR/LNOH, 8 H R V I O H , A N D I P ~ H D H R R O U G H - I N

VAPOLET AND SEH TYPE THREADED OUTLET AND JUNCTION BOXES

40

CAST

MANHOURS EACH Item Description

.......... Manhours for H e i g h t to ' Horizontal Runs Vertical Runs . . . . ' 10 ;~ 15 ' ~....20' : 2 5 ' ' 10' - 1, 15 '~ 2 0 ' ' 25' _

4 - I / 2 " Round 2 - 1 / 2 " Taps 4 - 1 / 2 " Round 2 - 3 / 4 " Taps 4 - I / 2 " Round 2 - I " Taps 4 - 1 / 2 " Round 4 - 1 / 2 " Taps 4 - I / 2 " Round 4 - 3 / 4 " Taps 4 - I / 2 " Round 4 - I " Taps Round Hub Boxes and Covers 4 " Round Box I - 1 / 2 " Hub 4 " Round Box I - 3 / 4 " Hub 4 " Round Box I - I " Hub 4" Round Box 2 - 1 / 2 " Hub 4" Round Box 2 - 3 / 4 " Hub 4" Round Box 2 - I " Hub 4" Round Box 3 - I / 2 " Hub 4" Round Box 3 - 3 / 4 " Hub 4" Round BOx 3 - I " Hub 4" Round Box 4 - I / 2 " Hub 4" Round Box 4 - 3 / 4 " Hub 4" Round BOx 4 - I " Hub 4" Hub Box Cover - Blank 4" Hub Box C o v e r - I / 2 " Hub 4" Hub Box Cover - 3 / 4 " Hub Junction Boxes a n d Appurtenants 3" WP Junction Box - 3 / 4 " Tap 4" WP Junction Box - I " Tap 4" Extension C o l l a r - 3 / 4 " Tap 4" Adapter Plate 4" Pendant Cover - 1 / 2 " Tap 4" Pendant Cover - 3 / 4 " Tap 4" WP Ball Aligner - I / 2 " Tap 4" WP Ball Aligner - 3 / 4 " Tap

.

1.21 1.32 1.46 1.62 1.79 1.85

1.33 1.45 1.61 1.78 1.97 2.04

1.42 1.55 1.72 1.91 2.11 2.18

1.51 1.65 1.82 2.02 2.23 2.31

1.27 1.39 1.53 1.70 1.88 1.94

1.40 1.53 1.68 1.87 2.07 2.13

1.49 1.64 1.80 2.00 2.21 2.28

1.58 1.73 1.91 2.12 2.35 2.42

1.03 1.10 1.20 1.21 1.32 1.46 1.46 1.66 1.87 1.62 1.82 2.02 I98 33 9 61 9

1.13 1.21 1.32 1.33 1.45 1.61 1.61 1.83 2.06 1.78 2.00 2.22 .20 .36 .67

1.21 1.29 1.41 1.42 1.55 1.72 1.72 1.95 2.20 1.91 2.14 2.38 .21 .39 .72

1.29 1.08 1.37 1.16 1.50 1.26 1.51 1.27 1.65 1.39 1.82 1.53 1.82 1.53 2.07 1.74 2.33 1I 1.96 2.02 1.70 2.27 1.91 2.52 2.12 .22 .I9 .41 .35 .76 .64

1.19 1.28 1.39 1.40 1.53 1.68 1.68 1.91 2.16 1.87 2.10 2.33 .21 .39 .70

1.27 1.37 1.48 1.49 1.64 1.80 1.80 2.05 2.31 2.00 2.25 2.50 .22 .41 .75

1.35 1.45 1.57 1.58 1.73 1.91 .191 2.17 2.45 2.12 2.38 2.64 .24 .44 .80

1.32 1.46 91 9 33 9 33 9 48 9 38 9

1.45 1.61 1.00 .36 .36 .53 .42

1.55

1.65

1.39

1.07 .39 .39 .56 .45

1.14 .41 .41 .60 .47

.96 .35 .35 .50 .49

1.53 1.68 1.06 .39 .39 .55 .54

1.64 1.80 1.13 .41 .41 .59 .58

1.73 1.91 1.20 .44 .44 .62 .61

594

.59

i

1.72 1.82 1.53

.64

.67

.70

o

.77

.82

.87

Manhours include checking out of job storage, handling, job hauling, layout, and installing of items as outlined. Manhours exclude installation of conduit, wire, and scaffolding. See respective tables for these time frames. F o r heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

S0

~CH, SINGLE

SmWlCS, AND l q I R D n ROUGH-IN AND DUPLEX CAST IRON AND K.O. TFPE I~MbOR BOXES

8TmEL

MANHOURS EACH Item Description Utility Receptacle Box Ungr. Utility Receptacle Box - Gr. Cast Iron Round Nonadjustable - No Rec. Cast Iron Round Nonadjustable - Univ. Rec. Cast Iron Round Nonadjustable- Gr. Rec. Cast Iron Round Nonadjustable - No Rec. Cast Iron Round Nonadjustable - UnIv. Rec. Cast Iron Round Nonadjustable - Gr. Rec. Duplex Cast Iron Nonadjustable - No Rec. Duplex Cast Iron Nonadjustable- Ungr. Rec. Duplex Cast Iron Nonadjustable - Gr. Rec. Cast Iron Round Adjustable - No Rec. Cast Iron Round Adjustable - UNIV. Rec. Cast Iron Round Adjustable - Gr. Rec. Cast Iron Round Adjustable - No Rex:. Cast Iron Round Adjustable - UNIV. Rec. Cast Iron Round Adjustable - Gr. Rec. Octagon K.O. Adjustable - No. Rec. Octagon K.O. Adjustable- UnIF. Rec. Octagon K.O. Adjustable - Gr. Rec. Octagon K.O. Adjustable- No. Rec. Octagon K.O. Adjustable - Ungr. Rec. Octagon K.O. Adjustable - Gr. Rec. Square K.O. Adjustable - No Rec. Square K.O. Adjustable - Ungr. Rec. Square K.O. Adjustable- Gr. Rec.

Size (Inches)

Or. Floor Manhours

2"1/2 2"1/2 3-1/2 3"1/2 3"1/2

I.I0 1.60 1.87 1.87

4-1/4

1.60

4-1/4 4-1/4

1.87 1.87 1.87 2.42 2.42 1.87 2.15 2.15 1.87 2.15 2.15 1.32

m =

,.,=

m

4-1/4

4-1/4 4-1/4

5 5 5 3-1/4 3-1/4 3-1/4 4 4

4 4-11/16 4-11/16 4-11/16

1.60 1.60 1.32 1.54 1.54 1.32

1.60 1.60

Manhours include checking Out of job storage, handling, job hauling, layout', installing, and raceway termination labor for items as outlined. Manhours exclude installation of raceway, wire, boa support or fasteners, nozzles or service outlets, and scaffolding. See respective tables for these time frames. If boxes are to be installed above ground floor, increase manhours 3% for each 5 feet or fraction thereof.

BRA~'H,

8 H R V I C ~ , JkND ]P'HHDHR R O U G H - I N

CAST IRON ;JUNCTION AND GANG FLOOR

51

BOXES

M A N H O I IRS E A C H Item Description

.

Ad~justable Cast Iron Floor Junction Boxes 6.1/4" x 8-1/4" x 4-3/8" Deep 6-1/4" x 8-1/4" x 6" Deep 10" x 12" x 4-1/16" Deep 10" x 12" x 4-13/16" Deep Nonadjustable Cast Iron Floor Junction Boxes 6" x 6" x 4" Deep 6" x 8" x 4" Deep 6" x 12" x 4" Deep 6" x 12" x 6" Deep 8" x 8" x 4" Deep 8" x 8" x 6" Deep 8" x 8" x 8" Deep 8" x 12" x 6" Deep 12" x 12" x 4" Deep 12" x 12" x 6" Deep 12" x 12" x 8" Deep Adjustable Gang Floor Boxes l-Gang 2-Gang 343ang 4-Gang 5-Gang 6-Gang

Manhours for Height to 10 ~ "" 15' 20'

'Gr. FI. .

.

.

.

.

.

25'

.

1.87 2.15 2.42 2.70

1.96 2.26 2.54 2.84

2.16 2.48 2.80 3.12

2.31 2.66 2.99 3.34

2.45 2.82 3.17 3.54

1.60 1.60 1.82 2.20 2.86 2.86 4.68 3.96 4.51 4.51 5.78

1.68 1.68 1.91 2.31 3.00 3.00 4.91 4.16 4.74 4.74 6.07

1.85 1.85 2.10 2.54 3.30 3.30 5.41 4.57 5.21 5.21 6.68

1.98 1.98 2.25 2.72 3.53 3.53 5.78 4.89 5.57 5.57 7.14

2.10 2.10 2.38 2.88 3.75 3.75 6.13 5.19 5.91 5.91 7.57

1.82 2.42 3.74 4.73 5.83 6.93

1.91 2.54 3.93 4.97 6.12 7.28

2.10 2.80 4.32 5.46 6.73 8..00

2.25 2.99 4.62 5.84 7.20 8.56

2.38 3.17 4.90 6.20 7.64 9:08

Manhours include checking out of job storage, handling, job hauling, laying out, and installing of boxes as outlined including placement of gaskets and cover plates where required. Manhours exclude on job drilling and tapping and installation of raceway, wire, box supports or fasteners, nozzle or service outlets, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof.

5S

]~ANC'a, mm~vlcs, kND n m m l n GALVANIY~D

RIGID

Underl~ound

ROUOII-ZN STEEL

CONDUIT

Oonsta'umdon

( O o n o o ~ o d ]bmtallatton) MANHOURS PER HUNDRED LINEAR F E E T Size (Inches)

Manhours Underground

I/2 3/4

5.74 7.03 7.03 7.03 8.61

I 1-1/4

I-I/2 2 2-1/2 3 3-1/2

11.48

16.13 21.19 22.47 30.49 41.68 53.86

4

5 6

1re.at O o n m ' o t a 8 1 a b o r O o n o r o t o P a n

Form

(Oonoo~lod h . - * - u - t t o n ) MANHOURS PER HUNDRED LINEAR F E E T Size (Inches)

1

1/2 3/4

1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

5 6

Manhours for Hei~ht to

10'

63S 7.81

8.00 8.03

9.57 12.76 17.82 23.54 24.97 33.88 46.31 59.84

IS'

20~

7.02 8.59 8.80 8.83 10.53 14.04 19.60 25.89 27.47 37.27

7.51 9.19 9.42 9.45

so.~4 ,,

65.82

11.26

15.02 20.97 27.71 29.39 39.88 54.51 70.43

25'

7.96

9.74 9.98 10.01 11.94 15.92 22.23 29.37 31.15 42.27 57.78 74.66 .

Manhours include checking out of job storage, handling,job hauling, laying out, and installing conduit as outlined. Manhours exclude excavation, placing of concrete, backfill, fabrication of offset bends, installation of fittings and wire. See respective tables for these time frames. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel Run-97% For Third Parallel Run-94% For Fourth Parallel Run-90% For Fifth Parallel Run-85% For Each Additional Run-82%

~G'll,

GALVANIg~.D

B H R V I C I , A N D Ir/EIeDIaR R O U Q H - I N

58

RIGID

STEEL CONDUIT C o n o r e t e Walls (Ooneealod InstaJl&tion)

MANHOURS P E R HUNDRED LINEAR F E E T Size (Inches)

10'

1/2 3/4

6.64 8.12 8.32 8.35 9.95 13.27 18.53 24.48 25.97 35.24 48.16 62.23

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6 Oonor~e

Blook,

Brlok,

(Conoeal~l

Manhours for Height to 15' 20'

J25'

7.30 8.93 9.15 9.19 10.95 14.60 20.38 26.93 28.57 38.76 52.98 68.45

8.29 10.13 10.38 10.42 12.41 16.56 23.12 30.54 32.40 43.97 60.09 77.64

sad

7.82 9.56 9.79 9.83 11.71 15.62 21.81 28.81 30.57 41.48 56.68 73.24 ,,

Hollow

l

Tile Walls

Installstlon)

MANHOURS P E R HUNDRED LINEAR F E E T

s~

(Inches)

10'

Manhours for Height tO 20' 15'

,

1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

7.02 8.59 8.80 8.83 10.53 14.04 19.60 24.79 27.47 37.27 50.94 65.82

7.72 9.45 9.68 9.71 11.58 15.44 21.56 27.27 30.22 41.00 56.03 72.40

8.26 10.11 10.36 10.39 12.39 16.53 23.07 29.18 32.33 43.87 59.96 77.47

25 ~

8.76

10.72 10.98 11.02 13.14 17.52 24.45 30.93 34.27 46.50 63.55

82.12,

.

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

f~t

B R A N O / L WIItVIG'B. A N D i P ' B I I D n R O U O H - I N

IUGID STEEL CONDUIT

GALVANIg~D

Waals stud O ~ l l i n ~ (Izpoeod Zns~Uatton) MANHOURS PER HUNDRED LINEAR F E E T Size (Inches)

0

F

Manhours for Height to 15' 20'

'

16.04 21.19 22.47 30.49 41.68

6.31 7.73 7.92 7.95 9.47 12.63 17.64 23.31 24.72 33.54 45.85

53.86

59.25

5.74 7.03 7.20 7.23

1/2 3/4 1

1-1/4 1-1/2 2 2-1/2 3 3-1/2

8.61 11.48

4

5 6

Wood

..

~ o

(Oonooslod

6.76 8.27 8.47 8.51

..,

10.13 13.51 18.88 24.94 26.45 35.89 49.06 63.39

25'

7.16 8.77 8.98 9.02 10.74 14.32 20.01 26.44 28.03 38.04 52.00 67.20

O ~ m d o n Ims~U&tlon)

MANHOURS PER HUNDRED LINEAR F E E T Size (Inches)

Manhours for Height to 15' 20'

10'

J,

1/2 3/4

5.42 6.64 6.80 6.83 8.13 10.85 15.15 20.0O 21.22

1

1-1/4 1-1/2 2 2-1/2 3 3-1/2

28.8O 39.3~

4

5 6

.,

.

.

.

.

.

.

50.8~ .

.

.

.

.

.

5.96 7.30 7.48 7.51 8.94 11.94 16.67 22.00 23.34 31.68 43.30 55.95 .,.

5.38 7.82 8.00 8.04 9.57 12.77 17.83 23.54 24.98 33.90 46.33

59.86

25' 6.75 8.28 8.48 8.52 10.14 13.54 18.00 24.95 26.47 35.93

49.11 63.45

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and w~re, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase nmnhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

BRANCqH, 811RVIOH, A N D F H H D H R R O U G H - I N

GALVANIZED

RIGID

8uspondod

STEEL

Coiling

(Conooalod

55

CONDUIT

Construotlon

InstaMation)

MANHOURS PER HUNDRED LINEAR F E E T Size {Inches)

Manhours for Height to

1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6 .

i0;

~s'

20'

6.64 8.12 8.32 8.35 9.95 13.27 18.53 24.48 25.97 35.24 48.16 62.23

7.30 8.93 9.15 9.19 10.95 14.60 20.38 26.93 28.57 38.76 52.98 68.45

7.82 9.56 9.79 9.83 11.71 15.62 21.81 28.81 30.57 41.48 56.68 73.24

.

.

.

Bquipment (ExpoJod

.

.....

5 p

8.29 10.13 10.38 10.42 12.41 16.56 23.12 30.54 32.40 43.97 60.09 77.64

Oonneetions InstaJlation)

MANHO.URS PER HUNDRED LINEAR F E E T

Size (Inches) 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

Manhoursfor Height to i0'

5.74 7.03 7.20 7.23 8.61 11.84 16.04 21.19 22.47 30.49 41.68 53.86

15'

6.31 7.73 7.92 7.95 9.47 12.63 17.64 23.31 24.72 33.54 45.85 59.25

20"

6.76 8.27 8.47 8.51 10.13 13.51 18.88 24.94 26.45

35.89 49.06 63.39

'

25' 7.16 8.77 8.98 9.02 10.74 14.32 20.01 26.44 28.03

38.04 52.00

67.20

.

.

.

.

.

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 ~ For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

56

BKL~U~H, fIBRVIflI, AND 15lDn

ROUGH-IN

RIGID ALUZilNU}/CONDUIT UndorSTound

0onstruetlon

(Oommaled T,,,,,-n-tlon)

MANHOURS PER HUNDRED LINEAR F E E T Size (Inches)

Manhours Underground

1/2 3/4

5.17 6.33 6.33 6.33 6.46 8.04 10.48 13.77 14.61 19.82 27.09 35.00

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

Manhours include checking out ofjob storage, handling, job hauling, laying out, and installing conduit as outlined. Manhours exclude excavation, placing of concrete, backfW, fabrication of offset bends, installation of fittings and wire. See respective tables for these time frames. If parallel runs are to be installed at the same time apply the following percentages of the m a n h o m for each additional run: For Second Parallel Run-97% For Third Parallel Run-94% For Fourth Parallel Run-90% For Fifth Parallel Run-85% For Each Additional Run-82%

B R A N C H , 8 H R V I O Z , A N D FIm.HDHR R O U G H - I N

RIGID Fl&t Oonoreto

ALUMINUM

CONDUIT

Sle, b or Oonoreto

(Conoosdod

57

Pan

Fore

Construotion

Ixmta~stion)

MANHOURS P E R HUNDRED LINEAR F E E T Size (Inches)

. . . 5.74 . . . . . .

1/2 3/4

,

Manhours for Height to 15/.. 20'

10' 7.03 7.20 7.23 7.66 8.86 11.58 15.30 16.23 22.02 30.10 38.90

1 1-1/4 1-I/2 2 2-1/2 3 3-1/2 4 5 6

,.

Oonoroto

Wslls

6.31

7.73 7.92 7.95 8.43 9.75 12.74 16.83 17.85 24.22 33.11 42.79

(Oonooslod

25'

6.76

7.16 8.77 8.98 9.02 9.56 11.05 14.45 19.09 20.25 27.47 37.53 48.53

8.27 8.47 8.51 9.02 10.43 13.63 18.01 19.10 25.92 35.43 45.79

Inststlstion)

MANHOURS P E R H U N D R E D LINEAR F E E T i z ~

.

.

(Inches) 1/2 3/4 1 1-1/4 1-1/2 2

2-1/2 3 3-1/2 4 5 6

.

.

.

.

.

10' 5.97 7.31 7.49 7.52 7.97 9.21 12.04 15.91 16.88 22.90 31.30 40.46

Manhours for Height to ~S' 20' 6.57 8.04 8.24 8.27 8.76 10.14 13.25 17.50 18.57 25.19 34.43 44.50

7.45

7.'03 8.61 8.81 8.85 9.38 10.85 14.17 18.73 19.87 26.95 36.84 47.62 .

.

.

.

.

9.12 9.34 9.38 9.94 11.50 15.03 19.85 21.06 28.57 39.06 50.47

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 109b for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 ~ For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

BRANCH, sSnvlcs.

68

~qD

RIGID

rmHnn

ROUGH-IN

ALUMINUM

Conoroto

Blook,

Br/ok,

(Oonoosdod

CONDUIT or Hollow

Trio

Inmtall&tlon)

MANHOURS PER H U N D R E D LINEAR F E E T Size (Inches) 1/2 3/4

1 1"1/4 1"1/2 2 2"1/2 3 3"1/2 4 5 6

Manhours for Height to 15' 20'

10' 6.31 7.73 7.92 7.95 8.43 9.75 12.74 16.83 17.85 24.22 33.11 42.79

Wsdlm stud CoiHngu

6.95 8.51 8.71 8.75 9.27 10.72 14.01 18.51 19.64 26.64 36.42 47.07

(B~pomod

7.43 9.10 9.32 9.36 9.92 11.47 14.99 19.81 21.01 28.51 39.97 50.36

25' 7.88 9.65 9.88 9.92 10.51 12.16 15.89 21.00 22.27 30.22 41.31 53.39

InmtaJ/stion)

MANHOURS P E R H U N D R E D LINEAR F E E T Size (Inches) .

.

.

.

.

1/2 3/4

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

lO' 5.16 6.33 6.48 6.51 6.89 7.97 10.42 13.77 14.61 19.82 27.09 35.01 .

Manhours for Height to 15' 20' 5.68 6.96 7.13 7.16 7.58 8.77 11.46 15.15 16.07 21.80 29.80 38.51

6.08 7.45 7.63 7.66 8.11 9.39 12.27 16.21 17.19 23.33 31.88 41.21

25' 6.45 7.89 8.08 8.12 8.60 9.95 13.00 17.18 18.22 24.73 33.80 43.68

Manhours include checking out ofjob storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

BRAN~,

RIGID Wood

Framo

SmRVI~,

ALUMINUM Construotion

AND FBmDmR ROUOH.IN

59

CONDUIT (Conooaled

Installation)

MANHOURS P E R HUNDRED LINEAR F E E T Size (Inches) ,

.

Manhours forHeight tO .... 15' 20' . . . . .

I0'

,

1/2 3/4

4.88 5.98 6.12 6.15 6.51 7.53 9.84 13.01 13.80 18.72 25.59 33.07

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

Suspsndsd

Coiling

5.37 6.57 6.73 6.76 7.16 8.28 10.83 14.31 15.18 20.59 28.14 36.37

Construc~lon

5.74 7.03 7.20 7.23 7.66 8.86 11.59 15.31 16.24 22.03 30.11 38.92

6.09 7.46 7.64 7.67 8.12 9.40 12.28 16.23 17.21 23.35 31.92 41.25

(Concm~l~l Instsllation)

MANHOURS P E R HUNDRED LINEAR F E E T Size (Inches)

10'

112 3/4 1-1/4 1-I/2 2 2-1/2 3 3-1/2 4 5

6

[

5.97 7.31 7.49 7.52 7.97 9.21 12.04 15.91 16.88 22.90 31.30 40.46 . . . . . . .

Manhours for He:Ight,to 15' I 20' 6.57 8.04 8.24 8.27 8.76 10.14 13.25 17.50 18.5 7 25.19 34.43 44.50

i

' 1 o [ i ]

it [

7.03 8.61 8.81 8.85 9.38 10.85 14.17 18.73 19.87 26.95 36.84 .... 4 7.62

25' 7.45 9.12 9.34 9.38 9.94 11.50 15.03 19.85 21.06 28.57 39.06 50.47

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

60

B R A N C i l . fL1BBVIGll, A N D l q l I D n

ROUGH-IN

RIGID ALUMINUM Bquipmont

CONDUIT

Oonnootiona

(llzpomod InmtallMlon) MANHOURS P E R HUNDRED LINEAR F E E T Sb, e (Inches) 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

s,io

6.33 6.48 6.51 6.89 7.97 10.42 13.77 14.61 19.82 27.09 35.01 . . . . . . . .

Manhours for Height to 15' 20' ,

5.68 6.96 7.13 7.16 7.58 8.77 11.46

15.15 16.07 21.80 29.80 38.51

,

25' ,,

6.08 7.45 7.63 7.66 8.11 9.39 12.27 16.21 17.19 23.33 31.88 41.21

_t .

.

.

.

.

.

.

6.45 7.89 8.08 8.12 8.60 9.95 13.00 17.18 18.22 24.73 33.80 43.68

Manhours include checking out ofjob storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase numhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the nmnhours for each additional run: For Second Parallel R t m - 9 7 ~ For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

BRANCH, fJHRVIC~, AND FHHDHR ROUGH-IN

PLASTIC

61

CONDUIT

Underground Construc~lon (Conooalod Installation) MANHOURS PER HUNDRED LINEAR F E E T Size (Inches)

Manhours Underground

1/2 3/4

5.17 6.33 6.33 6.33 6.46 8.61 12.10 15.89 16.85 22.87 31.26

1

1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

40.40

Manhours include checking out of job storage, handling, job hauling, laying out, and installing conduit as outlined. Manhours exclude excavation, placing of concrete, backfill, fabrication of offset bends, installation of fittings and wire. See respective tables for these time frames. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

62

B~OH,

iLRRVIOH, A N D Y H H D n

ROUGH-IN

PLASTIC CONDUIT Fl&t ConoNte

m&b or Conoret~

(Oonomded

Pass Form

lmsUdlation)

MANHOURS P E R H U N D R E D LINEAR F E E T . . . .

1o'-

(Inches) 1/2 3/4

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

s. 4 ...... 7.03 7.20 7.23 7.66 9.57 16.04 17.66 18.73 25.41 34.73 44.88 _

Coneroto

_

Mm~hours for Height to 20' 15' 6.31 7.23 7.92 7.95 8.43 10.53 17.64 19.43 20.6O 27.95 38.20 49.37 ,.

Wa, llm ( O o n o e a l e d

6.76 8.27 8.47 8.51 9.02 11.26 18.88 20.79 22.05 29.91 40.88 52.82

.... 5"

'

7.16 8.77 8.98 9.02 9.56 11.94 20.01 22.03 23.37 31.70 43.33 55.99

Izmtallstion)

MANHOURS PER H U N D R E D LINEAR F E E T Size (Inches) 1/2 3/4

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

10' 5.97 7.31 7.49 7.52 7.97 9.95 16.68 18.37 19.48 26.43 36.12 46.68

Manhours for Height to 15' 20' L

6.57 8.04 8.24 8.27 8.76 10.95 18.35 20.20 21.43 29.07 39.73 51.34

7.03 8.61 8.81 8.85 9.38 11.71 19.63 21.62 22.93 31.10 42.51 54.94

25' 7.45 9.12 9.34 9.38 9.94 12.41 20.81 22.91 24.30 32.97 45.O6 58.23

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

BR.4JqC'H, 8 H R V I C r l , / k N D F I F ~ D H R R O U G H - I N

PLASTIC Conoroto Blook,

68

CONDUIT Briok,

or Hollow

Tilo

(ConooaJod InmtsJlation) MANHOURS P E R HUNDRED LIN EAR F E E T Size (Inches) 1/2 3/4

.

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6 .

.

10' 6.3i 7.73 7.92 7.95 8.43 10.52 17.64 19.43 20.60 27.95 38.20 49.37

.

WaLls and

Manhours for Height to 20' 15' 6.95

8.51 8.71 8.75 9.27 11.58 19.41 21.37 22.66 30.75 42.03 54.30

7.43 9.10 9.32 9.36 9.92 12.39 20.76 22.86 24.25 32.90 44.96 58.11

25' 7.'88 9.65 9.88 9.92 10.51 13.13 22.0O 24.24 25.70 34.87 47.66 61.59 .

CoilinK, u OBxpomod Installation)

MANHOURS P E R HUNDRED LINEAR F E E T Size (Inches) 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

10' 5.17 6.33 6.48 6.51 6.89 8.61 14.44 15.89 16.86 22.87 31.26 40.39

Manhours for Height to 20' 15' 5.68 6.96 7.13 7.16 7.58 9.47 15.88 17.48 18.54 25.16 34.38 44.93

6.08 7.45 7.63 7.67 8.11 10.14 16.99 18.71 19.84 26.92 36.79 47.54

25' 6.45 7.89 8.08 8.12 8.60 10.75 18.00 19.83 21.93 28.53 39.00 50.39

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

64

B R A N C H , 8HRVICVH, ,4UqD I r H R D H R R O U G H - I N

Wood

PLASTIC

CONDUIT

Commotion

(Conooalod

l~mmo

Insm11&tion)

MANHOURS PER HUNDRED LINEAR F E E T Size (Inches) .

.

.

.

.

10'

.

1/2 3/4 1

1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5

6

41Ss

5.98 6.12 6.15 6.51 8.13 13.63 15.01 15.92 21.60 29.52 38.15

Manhours for Height to 15' 20' 5.37 6.57 6.73 6.76 7.16 8.95 15.00 16.51 17.51

23.76 32.47 41.96

5174 7.03 7.20 7.23 7.66 9.57 16.05 17.67 18.74 25.42 34.75 44.90

. ,

Suspended

CeilimM Construetlon

(Conoealed

25'

e.09

7.46 7.64 7.64 8.12 10.15 17.01

18.73 19.86 26.95 36.83 47.59

Installation)

MANHOURS PER HUNDRED LINEAR F E E T Size (Inches) 1/2 3/4 1 1-1/4

1-1/2 2 2-1/2 3 3-1/2 4

5 6

10'

5.97 7.31 7.49 7.52 7.97 9.95 16.68 18.37 19.48 26.43 36.12 46.68

. .

Manhours for Height to 15' 20' 6.57 8.04 8.24 8.27 8.76 10.95 18.35 20.20 21.43 29.07 39.73 51.34

7.03 8.61 8.81 8.85 9.38 11.71 19.63 21.62 22.93 31.10 42.51 54.94

25' 7.45 9.12 9.34 9.38 9.94 12.41 20.81 22.91 24.30

32.97 45.06 58.23

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

BRANOH, 8HRVIOH, AND FRBDBR ROUGH-IN

PLASTIC Equipment (Bxposed

65

CONDUIT Conneot/ons Installation)

MANHOURS PER H U N D R E D LINEAR F E E T Size (Inches) 1/2 3/4

1 1 "1/4 1"1/2 2 2"I/2 3 3"1/2 4 5 6

10' 5.17 6.33 6.48 6.51 6.89 8.61 14.44 15.89 16.86 22.87 31.26 40.39

Manhours for Height to 1 15' i 20' 5.68 3 6.08 t 7.45 6.96 7.13 7.63 7.16 [ 7.67 7.58 8.11 9.47 10.14 15.88 16.99 18.71 17.48 18.54 19.84 25.16 26.92 34.38 36.79 44.43 4 7.54

2s' 6.45 7.89 8.08 8.12 8.60 10.75 18.00 19.83 21.03 28.53 39.00 50.39

Manhoum include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

66

B~C~I,

8RRVI(2H, A N D J I H D n

ROUGH.IN

ELECTRIC METALLIC TUBING (THINV~ALL) Undorground

Construotion

(Oonooslod ~ U o n ) MANHOURS PER HUNDRED LINEAR F E E T Size (Inches)

Manhours Underground

1/2 3/4

4-82 5.76 5.98 5.98 6.02 6.77 9.52 12.50 13.26 17.07 23.34 30.16

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

Manhours include checking out of job storage, handling, job hauling, laying out, and installing conduit as outlined. Manhours exclude excavation, placing of concrete, backfill, fabrication of offset bends, installation of fittings and wire. See respective tables for these time frames. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

BRANCTI, 8BRVICB. AND FHBDHR ROUGH-IN

ELECTRIC

METALLIC

Flat Coneroto MANHOURS Size (Inches)

lo'

1/2 3/4

5.36 6.40 6.80 6.83 6.99 8.68 10.51 13.89 13.98 18.97

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 .

.

.

.

TUBING

Blab or Oonezoto PER HUNDRED

....

.

Oonereto

(THINWALL) Pan

Form

LINEAR FEET

Manhours for Height to 15;" 20' 5.90 7.04 7.48 7.51 7.69 9.55 11.56 15.28 15.38 20.87

Wsdls (Oonoesled

67

6.31 7.53 8.00 8.04 8.23 10.22 12.37 16.35 16.45 22.33

9

2s' 6.69 7.98 8.48 8.52 8.72 10.83 13.11 17.33 17.44 23.67

Installation)

MANHOURS P E R HUNDRED LINEAR F E E T Size (Inches) . . . .

1/2 3/4

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

'

10'

Manh~ 15'

5.57 6.66 7.07 7.10 7.27 9.03 10.93 14.46 14.54 19.73

6.13 7.32 7.78 7.81 8.00 9.93 12.02 15.89 15.99 21.70

for Height t o 20' 6.57 7.83 8.32 8.36 8.56 10.62 12.87 17.00 17.11 23.22

25' 6.96 8.30 8.82 8.86 9.07 11.26 13.64 18.02 18.14 24.61

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

6S

BRANOH. SBRVIOH, AND ~

ELECTRIC

METRO

r

Blook,

ROUGH-IN

TUBING Brlok,

(THINVTALL)

or Hollow

Tile

(0onooalod InsUtJl&tlon) MANHOURS P E R H U N D R E D LINEAR F E E T Size (Inches)

10 / '

,

1/2 3/4

11.56

6.49 7.74 8.23 8.26 8.46 10.50 12.72

15.28 15.38 20.87

16.92 22.95

s.9o 7.04 7.48 7.51 7.69 9.55

1

1-1/4 1-1/2

2 2-1/2 3 3-1/2 4

.

.

.

Manhours .for Height to 15' 20'

.

.

.

6.94 8.29 8.80 8.84 9.05

16.81

25'

7.36 8.78 9.33 9.37 9.59

11.24

11.91

13.61 17.98 18.10 24.56

14.42 19.06 19.19 26.03

WaJls and Oelling= (ilxpossd InstaH&tion) MANHOURS PER HUNDRED LINEAR F E E T Size (Inches) 1/2 3/4 1

1"1/4 1"1/2 2 2"1/2 3 3"1/2 4

10' 4.82

5,76 6,12 6,15 6.29 7,81 9.46 12.50

12.58 17,07

Manhours for Height to 15' 20' 5.31 6.34 6.73 6.76 6.92 8.59 10.40 13.75 13.84 18.78 ,

.

.

.

.

.

.

5.68 6.78 7.20 7.24 7 40 9.19 11.13 14.71 14.81 20.09

25' 6.02 7.19 7.64 7.67 7.85 974 11.80 15.60 15.70 21.30

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wwe, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same Ume apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

BRANCTI, MHRVICH, A N D F B B D H R R O U G H - I N

ELECTRIC

METALLIC Wood Frame (Conoegled

TUBING

69

(THINWALL)

Construotlon InstaXlation)

MANHOURS PER HUNDRED LINEAR F E E T Size (Inches) 1/2 3/4

1 1"1/4 1-1/2 2 2"1/2 3 3"1/2 4

Manhours for Heigh t to 15' 20'

10'

s.o,

4.56 5.44 5.78 5.81 5.94 7.38 8.93 11.81 11.88 16.12 Suspended

5.98 6.36 6.39 6.54 8.12 8.93 12.99 13.07 17.74

Ceiling

(Conoe~led

5.36 6.40 6.80 6.83 6.99 8.68 10.51 13.90 13.99 18.98

2s'

s168

6.79 7.21 7.24 7.41 9.20 11.15 14.73 14.83 20.12

Construction

Inst~Llstion)

MANHOURS PER HUNDRED LINEAR F E E T (Inches)

10'

1/2 3/4

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

.

5.57 6.66 7.07 7.10 7.27 9.03 10.93 14.46 14.54 19.73 .

.

.

Manhours for H e g h t to 15' 20' 6.13 7.32 7.78 7.81 8.00 9.93 12.02 15.89 15.99 21.70 .

.

.

6.52 7.83 8.32 8.36 8.56 10.62 12.87 17.00 17.11 23.22

25' 6.96 8.30 8.82 8.86 9.07 11.26 13.64 18.02 18.14 24.61

.

Manhours include checking out of job storai ~, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames, For heights above 25 feet increase manhours 10% for each additional 5 feet or fract,on thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

70

BRANCH, SERVIa,

A N D FImHDHR R O U Q H - I N

E L E C T R I C METALLIC T U B I N G ( T H I N W A L L ) m q u i p m o n t Oonnootions

(Izpomd lnmd~tton) MANHOURS PER HUNDRED LINEAR F E E T Size (Inches) 1/2 3/4 1

1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

Manhoum for Heightto i0

4.82 5.76 6.12 6.15 6.29 7.81 9.46 12.50 12.58 17.07 .....

'

15'

5.31

6.34 6.73 6.76 6.92 8.59

10.40

13.75 13.84 18.78 ....

mm mm

20'

5.68 6.78 7.20 7.24 7.40 9.19 11.13 14.71 14.81 20.09

6.02 7.19 7.64 7.67 7.85 9.74

mmm

11.80 15.60

15.70 21.30

Manhours include checking out of job storage, handling, job hauling, layout, and installing conduit as outlined. Manhours exclude fabrication of offset bends, installation of fittings and wire, and placement of scaffolding. See respective tables for these time frardes. For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - g 4 % For Fourth Parallel Run-g~Yo For Fifth Parallel R u n - 8 5 % For Each Additional R u n - 8 2 %

BRANCH, 8XRVICB. AND FEEDmR ROUGH-IN

FLEXIBLE Conoroto

STEEL

Blook,

Briok.

(Conoosdod

3/8 1/2 3/4

1 1-1/4 1-1/2 2 2-1/2 3

~

CONDUIT or Hollow

Tile

lnmteJl&tion)

MANHOURS P E R H U N D R E D Size (Inches)

LINEAR

FEET

Manhours for Height to 15' 20'

10' 4.75 5.42 7.03 7.20 8.83 I1.00 16.59 23.17 34.13

71

5.59 6.38 8.27 8.47 10.39 12.95 19.53 27.27 40.17

5.23 5.96 7.73 7.92 9.71 12.10 18.25 25.49 37.54

25' 5.93 6.76 8.77 8.98 11.02 13.72 20.70 28.91 42.58

Wallm mad ColHnga (lEx~med

Inmmllatlon)

MANHOURS P E R H U N D R E D LINEAR F E E T Size (Inches) 3/8 1/2 3/4

1

1-I/4 1-I/2 2 2-1/2 3

10' 3.80 4.34 5.62 5.76 7.06 8.80 13.27 18.54 27.30

Manhours forHeight to 15' [ 20' ,

4.18 4.77 6.19 6.34 7.77 9.68 14.60 20.39 30.03

4.47 5.10 6.62 6.78 8.31 10.36 15.62 21.82 32.14

9

25" 4.74 5.41 7.02 7.19 8.81 10.98 16.56 23.13 34.07

.

Manhours include checking out of job storage, handling, job hauling, layout, and installing flexible conduit as outlined. Manhours exclude installation of fittings and wire, and placement of scaffolding. See respectwe tables for these time frames For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Run Above F i v e - 8 2 %

7B

BRANCH, 8BRVICB~ s

FBBDIGt ROUGH-IN

FLE:~rmL~ STEEL CONDUIT W o o d ]P'x'smo 0 o n s t r u o t i o n (Oonomdod

Ins~Ustion)

MANHOURS PER HUNDRED LINEAR F E E T Size (Inches) 3/8 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 .

,

,

3.56 4.07 5.27 5.40 6.62 8.25 12.44 17.38 25.60

8uspondod

Manhours for Height to 15' 20' P

10'

t

3.92 4.47 5.80 5.94 7.28 9.08 13.69 19.12 28.16

ooinnE

(0onomdod

4.19 4.78 6.21 6.36 7.79 9.71 14.64 20.46 30.13

2s'

~

4.44 5.07 6.58 6.74 8.26 10.29 15.52 21.69 31.94

0onstruotion

Instsnstion)

MANHOURS PER HUNDRED LINEAR F E E T Size (Inches) 3/8 1/2 3/4

1 1-1/4 1-1/2 2 2-1/2 3

Manhours for Height to 15' 20' 4.56 5.20 6.75 6.91 8.48 I O.56 15.93 22.24 32.76

5.02 5.72 7.42 7.60 9.32 11.62 17.52 24.47 36.04

5.37 6.12 7.94 8.14 9.98 12.43 18.75 26.18 38.56

25'

5.69 6.49 8.42 8.62 10.58 13.17 19.87 27.75 4O.88

Manhours include checking out of job storage, handling, job hauling, layout, and installing flexible conduit as outlined. Manhours exclude installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames For heights above 25 feet increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the nmnhours for each additional run: For Second Parallel Run-97% For Third Parallel Run-94% For Fourth Parallel Run-90% For Fifth Parallel Run-85% For Each Run Above Five-82%

BRANCH, 8nvIcE,

FLEXIBLE

STEEL

Equipment (Exposed

AND FEEDER

ROUGH-IN

78

CONDUIT

Conneotlons

Installation)

MANHOURS PER HUNDRED LINEAR F E E T Size (Inches) 3/8 1/2 3/4 1 1-I/4 1-I/2 2 2-I/2 3 .

' "10'

318o

4.34 5.62 5.76 7.06 8.80 13.27 18.54 27.30

, ,

Manhours for Height.to 15' 20'

25'

,,~

4.18 4.77 6.19 6.34 7.77 9.68 14.60 20.39 30.03

.

.

.

4.47 5.10 6.62 6.78 8.31 10.36 15.62 21.82 32.14

.

.

.

.

4.74 5.41 7.02 7.19 8.81 10.98 16.56 23.13 34.07 .

.

.

.

-

Manhours include checking out of job storage, handling, job hauling, layout, and installing flexible conduit as outlined. Manhours exclude installation of fittings and wire, and placement of scaffolding. See respective tables for these time frames. For heights above 25 feet, increase manhours 10% for each additional 5 feet or fraction thereof. If parallel runs are to be installed at the same time apply the following percentages of the manhours for each additional run: For Second Parallel R u n - 9 7 % For Third Parallel R u n - 9 4 % For Fourth Parallel R u n - 9 0 % For Fifth Parallel R u n - 8 5 % For Each Run Above Five-82%

74

B R A N C H , 8HRVIC]B, A N D IP'IF~DHR R O U G H - I N

FABRICATED CONDUIT FIELD GALVANIZED ALUMINU]~

BENDS IN SHOP AND RIGID STEEL OR CONDUIT

MANHOURS EACH " ' Type of'Bend In Shop No. No. No.

Size (Inches) N o s . 1 , 2 , 3 and4 1/2 3/4 1 1-1/4

1-1/2 2 2-1/2 3 3-1/2 4 5 6

1.22 1.62

2.03 2.43

-

and 4

.37 .42 .60 .70 .84 1.02 1.26 1.49 1.62 2.03 2.54 3.05

.18

.23 .27 .33 .42 .65 .79 .90

in Field-No.

Nos. 1 , 2 , 3

e

1.21 1.35 1.58 1.81 1.98 2.34 2.57 3.21 3.86

.28 .33 .47 .56 .70 .88 1.12 1.26 1.44 1.71 2.13

2.56

I

.

,

1.21 1.35 1.58 1.81 1.98 2.34 2.57 3.21 3.85

.27 .33 .51 .58 .74 .93 1.16 1.35 1.62 2.25 2.81 3.37 ...

7

.37 .42 .56 .65 .84 1.12 1.49 1.67 1.80 1.98

2.47

....

2.97

Manhours include checking out of storage, handling:, job hauling to fabrication shop or field as required, checking sketches, bending with shoe, and checking. Shop manhours include piece marking or coding. Field manhours for bends l-inch and smaller are for bends made with a general use hickey. Manhours exclude cutting, reaming, threading, joint make-up, and installation. See respective tables for these time flames.

STANDARD

No. 1 Quarter Bend 90~

No.2 Angle Bend 46~ to 89~

No.6 Crossover Bend

TYPES

No.3 45~ Bend

OF BENDS

1'4o.4 Angle Bend Lem than 45~

No. 7 Offset Bend

NO. 5 Single Offwt Quarter Bend

No. 8 U--J~md 18o~

BRANOH, 8BRVICB, AND FBBDBR

CUTTING, GALVANI~D

ROUGH-IN

7B

REAMING, AND THREADING RIGID STEEL OR ALUMINUM CONDUIT In Fsbrtoating

Shop

or Field

MAN HOURS E A C H Size (Inches) 1/2 3/4

1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

Operatio n and Location Cutting Only .11 .11 .12 .13 .14

.17 .18

.22 .24 .27 .33 .41

.... Shop Ream and Thread .17 .17 .18 .20 .24 .25 .26 .27 .32 .43 .53 .65

Combined ' Operation .28 .28 .30 .33 .38 .42 .44 .49 .56 .70 .86 1.01

Cutting Only .18 .18 .19 .21 .23 .27 .28 .36 .38 .45 .56 .68

.... F~e~d

Ream and Thread .27 .27 .28 .33 .40 .41 .42 .45 .54 .72 .90 1.08 ,,

Con~l~ined Operation .45 .45 .47 .54 .63 .68 .70 .81 .92 1.17 1.46 1.76

Manhours include checking out of job storage, handling, job hauling to and from fabrication shop if required, measuring, checking, cutting, reaming, and threading or conduit as outlined. Shop manhours are for use of power tools for all operations. Field manhours are for use of hand tools for all operations. Manhours exclude joint make-up, field installation, and scaffolding. See respective tables for these time frames.

76

BRANGH,

a u n v l c s , aND l ~ n D n

~UGII-XN

CUTTING AND END PRRPARATION CONDUIT, ELECTRIC MRTALLIC

FLEXIBLE

OF PLASTIC TUBING, AND i

CONDUIT

MANHOURS EACH Size (Inches) 1/2 3/4 1 1-1/4

1-1/2 2 2-1/2 3 3-1/2 4

5 6

Plastic Conduit .34 .34 .35 .41 .47 .51 53 .61 .69 .88 1.10 1.32

EMT (Thinwall) .38 .38 .40 .46 .54 .58 .60 .69 .78 .99 1.24 1.50

Flexible Condutt .50 .50 .52 .59 .69 .75 .77 .89 1.00 1.29

1.61 1.94

Manhours include cutting and preparation of ends as required for items as outlined Manhours exclude make-up of joint and installation. See respective tables for these tune frames.

BRkNOll, SERVICE, AND FBBDBR ROUGH-IN

STEEL

77

THREAD-ONS FOR AND ALUMINUM ~iTTiNGS MANHOURS EACH

Size (Inches) 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

In Fab. Shop

Underground

.35 .35 .56 .57 .68 .79 .82 .90 .95 1.00 1.25 1.50

.42 .42 .70 .74 .81 .95 .96 1.01 1.06 1.12 1.40 1.68

I

Manhours for Following Locations Concrete Ground Horizontal Runs Slab in Height to

:

.28 .28 .46 .48 .54 .63 .65 .72 .76 .80 1.00 1.20

.33 .33 .55 .57 .67 .76 .79 .86 .91 .96 1.20 1.44

Is,

.35 .35 .59 .64 .68 .79 .82 .90 .95 1.00 1.25 1.50

12s,

.37 .37 .60 .66 i .69 .81 .84 .92i .98 1.02 1.28 1.53

.40 .40 .62 .67 .74 .84 .87 .96 1.01 1.20 1.50 1.80

Vertical Runs in Height to

.33 .33 .55 .57 .67 .76 .79 .86 .91 .96 1.20 1.44

i Is' [ 2o'

l

.37 .37 .6O .66 .69 .81 .84 .92 .98 1.02 1.28 1.53

.41 .41 .64 .69 .76 .86 .90 1.00 1.05 1.25 1.60 1.90

2s' .44 .46 .68 .74 .80 .88 .96 1.02 1.12 1.30 1.72 2.00

Manhours include checking rigid steel or aluminum conduit fittings out of job storage, handling, job hauling, applying joint sealer, and making up of single thread-on. It should be remembered that a coupling or elbow has two thread-ons, a cap one thread-on, etc. Manhoum exclude cutting, reaming and threading of conduit and the placement of scaffolding. See respective tables for these time frames. An allowance is included under shop fabrication thread-ons for hauling from fabrication site to erection site. Manhours do not include installation of conduit bodies. See respective tables for these time frames. See other tables for time requirements for electric metallic tube, plastic PVC, and flexible conduit make-ups.

78

BRANCSH, 8 H R V I C ' H , / k N D I q B I D H R R O U G H - I N

M.A.KZ-UPS FOR BI,~CTRIC ~TALLIC AND PLASTIC PVC CONDUIT

TUBING

MANHOURS EACH

Size (Inches)

Manhours for Following'T~____.__~_d_Locatio~ Electrtc Metallic Tubing ]Plastic PVC Horizontal Runs Vertical Runs ' Horizontal R u n s Vertical 'Runs in Hesght to m Hetght to m Height to in H e ~ h t t o lo' ll.S'T,~c~ 25' 10' 15' 20' 25 ~-~i()' 15' 20' 25' ~0' ~s' 20' 25' .

1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

.28 .28 47 48 57 .65 .67 73 77 .82

.30 .31 .34 .30 .31 .34 .50 .51 .53 .54 .50 .57 .58i.5o .63 .67 .o9 .71 .70 71 .74 .77 .78 .82 .81 .83 .86 .85 .87 1.02

28 9 .28 .47 48 .57 .65 .67 .73 .77 .82

.

.

.

.31 .35 .37 .31 .35 .30 .51 .54 .58 .56 .59 .r .59 .65 .68 .69 73 .75 .71 77 .82 .78 .85 .87 .83 .89 .95 .87 1.06 1.11

i___

.25 .25 41 .42 .5() .57 .50 .r .68 .72 .90

.26 .28 .30 .25 .28 .31 .33 .26 .28 .30 .25 .28 .31 .35 .44 .45 .47 .42 .45 .48 .51 .48 .49 .51 .43 .50 .52 .56 .51 .52 .56 .50 .52 .57 .60 .59 .61 .63 .57 .61 .65 .66 .62 .63 .65 .59 .63 .68 .72 .68 .69 .72 .65 .69 .75 .77 .71 .74 .76 .68 .74 .79 .84 .75 .77 .90 .72 .77 .94 .98 .94 .96 1.13 .90 .96 1.20 1.29 1.08 1.13 1.15 1.37 1.08 1.15 1.43 1.50

Manhours include checking fittings out of job storage, handling, job hauling, applying sealer where necessary and one make-up. Where fitting is slipped on and secured with set screws, allow one half make-up per screw. Manhours do not include installation of conduit bodies, cutting and cleaning of tube or conduit or scaffolding. See respective tables for these time frames. See other tables for rigid galvanized steel and aluminum conduit thread-ons, cuts, threads, and bevels.

BRANOII, 8BRVICB, AND FEEDER

MAKE-UPS FLEXIBLE CONDUIT

BOUOH-IN

79

OF FITTINGS

MANHOURS EACH Size (Inches)

Equipment Connections

Manhours for Following Locations Horizontal Runs Vertical Runs in Height to in Height to lO' 15' "...... 2 0 ' 10' 15' 20' 25' . . ,

.

25'

. .

3/8 1/2 3/4 1

1-1/4 1 "1/2 2

2-1/2 3 3-1/2 4

.31 .31 .31 .51 .53 .59 .69 .72 .79 ..

.36 .36 .36 .61 .63 .74 .84 .87 .95

.39 .39 .39 .65 .70 .75 .87 .90 .99 ..

.41 .41 .41 .66 .73 .76 .89 .92 1.01

.44 .44 .44 .68 .74 .81 .92 .96 1.06

36 9 36 9

36 9

.61

.63 .74 .84

87 9 95 9

.41 .41

.45 .45

.48 .48

.41 .66 .73

.70

.45

.75

.51

.76

.81

.76

.84

.88

.89 .92 1.01

.95 .99 1.10

.97 1.06 1.12

.

Manhours include checking fittings out of job storage, handling, job hauling, and complete assembling of make-up of fitting. Manhours exclude installation of flexible conduit, and the placing and removal of scaffolding. See respective tables for these time frames.

Section

BRANCH, SERVICE, A N D F . nER W I R I N G This section includes manhour tables for the installation of branch, service, and feeder wire and cable and their connections as may be related to a process or industrial complex. It is the intent of the manhour units to cover all normal directly related labor operations as may be involved for the complete installation of the items as outlined. The manhours are averages of many projects installed under varied conditions and therefore should be adjusted to fit the needs of a specific project in accordance with the Introduction of this manual.

SO

BRANOH,

8BRVIC'H, AND I~BHDIBR WIRINO

81

BRANCH CIRCUIT VVIRING SlNGI.,]~ C O N D U C T O R - - 6 0 0 VOLTS 81so

8 8 mad SmaJler--SoUd

For HolghW

Wlro

Coppor

to 10 ]Poet

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED Type of Wire Insulation Size

To~S'

N u m b e r 0i Wires ..... 2 3' 4 6 .

Rubber

: #16 #14 #12 #I0

#8

.

.

.

.

.015 016 9 019 9 .028 .033

.020 .021 .025 .037

.028 .029 .035 .051

.044

.060

.014 015 9 .018 026 9 031 9

.019 .020 .024 .035 .041

.025 .028 .033 .047 .056

Runs, in Length 16' to 30' ' "Number of Wires 2 3 4 6

ThermoPlastic

#8

2

.039 .041 .049 .072 .085

.014 .014 .017 .025 .030

.019 .019 .023 .033 .040

.025 .025 .031 .045 .055

.036 .036 .044 .064 .077

.036 .039 .046 .067

013 9 014 9 9016 9023 028 9

.017 .019 .0~',I .031 .037

.024 .025 .029 .042 .051

.033 .036 .041 .059 .072

,

#16 #14 #12 #I0

"

.080

31" t o

'

50'

N u m b e r of Wires

013 9 014 9 016 9 .024 028 9

,

3

4

.017 .019 .021 .032 .037

.024 .025 .029 .044 .051

.033 .036 .041 .062 .072

.016 .017 .020 .029 .035

.022 .024 .027 .040 .047

.031 .033 .038 .056 .067

. ,

.012 .013 015 9 022 9 .026

9

For Heights

6

.

to 15 F~mt

MANHOURS PER LINEAR FOOT AND HUMBER OF WIRES LISTED Type of Wire Insulation Size

Rubber

ThermoPlastic

#16 #14 #12 #10 #8

~16 #14 #12 #10 #8

To 15' N u m b e r of Wires 2 t 3 4 6 .016 .017 .021 030 9 .036

.021 .023 .028 .040 .048

.029 .031 .038 .040 .048

.041 .044 .054 .077 .092

015 9 016 9 019 9 .028 9033

.020 .021 .025 .037 .044

.028 .029 .035 .051 .060

.039 .041 .049 .072 .085

Runs in L e n g t h . . 16' to 30' N u m b e r of Wires 2 3 4 6

31' t050' N u m b e r of W i r ~

2

,,

"3 1 4

6

.014 015 9 019 9 .027 032 9

.019 .020 .025 .036 .043

.025 .028 .035 .049 .058

.036 .039 .049 .069 .082

014 9 014 9 018 9 026 9 .031

.019 .019 .024 .035 .041

.025 .025 .033 .047 .056

.036 .036 .046 .067 .080

014 9 9014 017 9 .025 .030

.019 .019 .023 .033 .040

.025 .025 .031 .045 .055

.036 .036 .044 .064 .077

.013 .014 .016 024 9 028 9

.017 .019 .021 .032 .037

.024 .025 .029 .044 .051

.033 .036 .041 .062 .072

. . . . . .

,,

,

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, pulling wire into conduit type raceway and duct or pull-out and laying wire into wireways or channels, identifying or "polling out" the circuit conductors, and splicing and tagging for connections to panelboards, equipment, or outlet device. If duplicate pulls above 6 are made reduce manhours 4 % for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours apply for all types of rubber or thermoplastic insulated wire. Manhours exclude extensive identification, "ringing-out," connection to panelboard, equipment or outlet device and scaffolding. See respective tables for these time frames.

82

BKd.NOHo 8HRVIOH.

AND 15BRDHR WIRING

BRANCH CIRCUIT WIRING SINGLE CONDUCTOR--800 VOLTS 81so

8 8 mad 8mmUor--fJolid

For Hoighm

Coppoz'

Wiro

t o 8 0 ]B'eNst

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED

Runs in Length 16' to 30'

To 15' N u m b e r of Wires 2 3 4 6

Type of Insulation

Wire Size

Rubber

#16 #14 #12 #I0 #8

.017 .018 .021 031 9 037 9

.023 .024 .028 .041 .049

.031 .033 .038 .056 .067

.044 .046 .054 .080 .095

.015 016 9 019 9 028 9 033 9

.020 .021 .025 .037 .044

.028 .029 .035 .051 .060

.039 .041 .049 .072 .085

014 9 015 9 018 9 026 9 031 9

.019 .020 .024 .035 .041

.025 .028 .033 .047 .056

.036 .039 .046 .067 .080

ThermoPlastic

#16 #14 #12 #10 #8

016 9 017 9 020 9 029 9 9035

.021 .023 .027 .039 .047

.029 .031 .036 .053 .064

.041 .044 .051 .074 .090

.014 015 9 .018 .026 .032

.019 .020 .024 .035 .043

.025 .036 .028 .039 .033 .046 .047 .067 .058 .082

014 9 9014 017 9 025 9 9030

.019 .019 .023 .033 .040

.025 .025 .031 .045 .055

.036 .036 .044 .065 .077

31' to 50' Number of Wires 2 3 4 6

N u m b e r of Wires 2 3 4 6

.

For

Hoighm

.

.

.

.

.

.,

to BB Foot

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED Type of Insulation

Wire Size

To iS' .

Number of Wires 2 3 4 6 .

.

.

.

.

.

s

R u n s in L e n g t h 16' to 30' N u m b e r 0i~Wires 2 3 4 6 .

.

.

.

.

j

31' to 5 0 ' Number of Wires 3 4 6 2

Rubber

#16 #14 #12 #I0 #8

.017 018 9 022 9 9032 9038

.023 .024 .029 .043 .051

.031 .033 .040 .058 .069

.044 .046 .057 .082 .099

015 9 .020 9016 .021 020 9 .027 .029 .039 .034 . 0 4 5

.028 .029 .036 .053 .062

.039 .014 .041 .015 .051 .019 .075 .027 .087 .032

.019 .020 .O25 .036 .043

ThermoPlastic

#16 016 9 #14 017 9 #12 9021 #I0 .030 #8 .036

.021 .023 .028 .040 .048

.029 .031 .038 .055 .065

.041 .044 .054 .077 .092

014 9 015 9 9019 027 9 032 9

.025 .028 .035 .049 .058

.036 .039 .049 .069 .082

.019 .019 .024 .025 .041

,

,,

.

.019 .020 .025 .036 .043 .

.

.

.

.

.

.014 .014 .018 .026 .031

,

.025 .028 .035 .049 .058

.O36 .039 .049 .069 .082

.025 .025 .033 .035 .056

.036 .036 .046 .049 .080

,

Manhours include checking out of job storage, handling, job hauling, placing wu-e coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, pulling wire into conduit type raceway and duct or pull-out and laying wire into wireways or channels, identifying or "polling out" the circuit conductors, and splicing and tagging for connections to panelboards, equipment, or outlet device. If duplicate pulls above 6 are made reduce manhours 4 % for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours apply for all types of rubber or thermoplastic insulated wire. Manhours exclude extensive identification, "ringing-out," connection to panelboard, equipment or outlet device and scaffolding. See respective tables for these time frames.

B R A N C H , 8]mRVIOB. A N D F]BIBDIER W I R I N G

88

BRANCH CIRCUIT WIRING SINGLE OONDUOTOR--6OO VOLTS Size # 8 and SmaJlor--Strandod Copper Wiro F o r H o t E h t s to 1 0 Feet MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED Type of Wire Insulation Size

To 15'

Number o f Wires -

Runs in Length 16' to 30' Number of Wires-

I

31' to 50'

. -N Number of-Wires

2 ! 3 i 4 ~ 6 .028 / .039 -.014 i .019 I i025 'i036 .031 I .044 .016 ] .02~ i .029 .04~ .035 I .049 .018 Io2, I o,. .049 I .069 .026 ) .03s ! .047 .o67 .os81.o82 .030 [.040 [.055 .077 .025!.036 '.014i ILo~9 1 io25 .o36 .028 ) o039 IOl 4 .033 ) .046 .017 o. .0451.064 .024 ] .032 .044 .062 .055j__=!'077 Q028 |.037 .051 .072 I .

-017 .019 .021 .030 .o38

#14 #12 #10

Rubber

#8 ThermoPlastic

1023 I .031 .025 I .035 .028 t .038 .040 / .055 .o47A .064

. 0 ~ .021 .017 .023 ,020 .027 028 .037 ,033 .044

#14 ~12 ~I 0

~8

.029 .031 .036 .051 .060

.044 .049 .054 .077 .090

i015 .017 .019 .027 .032

1020 .023 .025 .036 .043

i041 .044 .051 .072 .085

.014 .015 .018 .025 .030

.019' .020 024 033 040

lror H o i g h t a

.

.

.

.

-"

.

j.o, i02s /023

t o 115 F e e t

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED .

.

.

.

.

Type of Wire ,, . To 15' Insulation Size Number of Wires

i2

#16 #14 #12

Rubber _ I Thermo| Plastic ~

....

'

.018 .021 .023 .0321 .03_8

3 ]--~-

.024) .033 .028 .038 .031 .042 .043 .058 .051 . 0 6 9

.017 - ~ 2 3 .018 .024 .022 .029 .030 .040 .036 .048'

.031 .033 .040 .055

.o65

Runs in Length i6'to30'

Number of Wires

6 ....2 104r _o16 .054 0,0 05g 021 9 ,082 .029 ,09g o34

.044 .046 .056 .077 .092

-

3 'I' 4 .o21 . o ~ 03,

31' toS0' . . . . Number of Wires

-

~

6

} 2 . . . . 3'

1..

.o41[.ols 0= 0,8

.020 1.027 1087 032

4

|

d'

1 6 -1

1020 .028 1o39 / 02,

.028 .039 045

.038 053 062

i

.027 .036 o43

.016

.021

029

~5~]'0151"020

027 9 :032

.036 049 .069 i "043 0 5 8 : 0 8 2 I

.036 I .051 ' 1 .049t.069 , o s s 082 .028

.039]

.035 .047t .067 i .04.1 .0561.080 i

Manhours include checking out of job storage, handling, .lob hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, pulling wire into conduit type raceway and duct or pull-out and laying wire into wireways or channels, identifying or "polling out" the circuit conductors, and splicing and tagging for connections to panelboards, equipment, or outlet device. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours apply for all types of rubber or thermoplastic insulated wwe. Manhours exclude extensive identification, "ringing-out," connection to paneiboard, equipment or outlet device and scaffolding. See respective tables for these time frames.

S4

WIRING

B R A N O H , 8HRVIGJB, A N D I ~ B D M R

BRANCH CIRCUIT V~LRING SINGLE CONDUCTOR--6O0 VOLTS Biso m 8 and

8msdle~--S~rsndod

Coppor

Wire

F o r H o l g h t s to 8 0 ]Poor MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES L I S T E D To 15'

Runs in Length 16' to 30' Number of Wires 2 .3 4 6

Type of Insulation

Wire Size

Rubber

#16 .019 9 #14 021 9 #12 024 #I0 .034 039 9 #8

.025 .028 .032 .045 .052

.035 .038 .044 .062

.049 .054 .062

9 #16 018 #14 .019 9 #12 022 #I0 .031 # 8 .037

.024 .025 .029 .041 .049

.033 .035 .040 .05~ .067

.046 .016 9 ,049 017 9 .056 020 9 .O8O 028 .095 .033

Number of Wires 2 3 4 6 .

TherlllO -

Plastic

.

.

.

.

.

.

.087 . 0 7 1 .100

.o~ .019 .o22 .03, .O35

-

31' to 50' Number of Wires L~ 3 4 6

.o23 .025 .029

.044 .016 .021

.o4, .047

.o3~ .035 .040 .os6 .O64

.049 .os6 .08o .09O

.018 .020 .029 .033

.024 .027 .039 .044

.029 .033 .036 .053 .060

.041 .046 .051 .074 .085

.021 .023 .027 .037

.029 .031 .036 .051

.041 .044 .051 .072

.015 016 9 .019 .026 .031

.020 .021 .025 .035 .041

.028 .029 .035 .047 .056

.039 .041 .049 .067 .080

.044

.060

,

.085

..

1For l S [ o l g h m t o ~ 5 F e e t MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED Type of Wire Insulation Size

2

To 15' Number of Wires

Rubber

#16 #14 #12 #I0 #8

Therlno-

#16 o 1 8 #14 #12 023 9 #I0 032 9

Plastic

#8

.020 022 9 .024 .035 .040

3

.027 .029 .032 .047 .053

~

-6

.036~_i}51 .040[ ,('5~ "00464[.061 .09( i0731,103

02, .031 .043

.042{.059 .0581,082

.038 .os~ .069 I . ~

Runs in Length 16' to 30' N nnber of Wires 3 [ 4 21 .

0isl .02O .022 .032 .036

.024 ] .033 .0271.036 9029 .0,0 .043 .058 .048

.o~

.021 .024 .028 .03 045 9

.018 .021 .029 .034

i

.

.

.

.

6

.

.

.

.

.

31' to 50' Number of Wires

3

4

.017 .019 020 .030 .034

.023 .025 027 .040 .044

.031 .035 030 .055 .062

,044 .049 .osl .077 .087

.04i 10i5 .046 .017 .054 .020 .074 .027 .087 .032

,020 .023 ,027 .o36 .043

029 ,031 ,036 .0,0 .058

.039 .044

.046 .051 .oso .082 .092

2

.

.~I

.0 9 .082

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wlre to fish tape or other pull-in means, pulling wire into conduit type raceqmy and duct or pull-out and laying wire into wireways or channels, identifying or "polling out" the4circuit conductors, and splicing and tagging for connections to panelboards, equipment, or outlet devtice. If duplicate pulls above 6 are made reduce manhourS 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours apply for all types of rubber or thermoplastic insulated wire. Manhours cxclude extensive identification, "ringinffout," connection to panelboard, equipment or outlet device and scaffolding. See respective tables for these time frames.

BRANCH, 8BRVIC~,

AND FHHDHR WIRING

85

BRANCH CIRCUIT WIRING SINGLE CONDUCTOR--600 VOLTS O h m 8' 8 a n d S x n a l l o r - - B o l t d For Holghts

AlumJnum

Wire

to 10 Foot

MANHOURS P E R L I N E A R F O O T AND NUMBER O F WIRES L I S T E D .

#8 ThermoPlastic

#8

'3'

,,

. .

,--.

" 4 . .

6

.

.

.

.

.

.

.

.

31' tOso' Number of wires 2

. _

.035 .051

.049 .072

.060

.085

017 9 025 9 030 9

. .

.023 .033 .040

. . .

4

- -

..,.

. . .

.031 .045 .055

3

,m,,

.044 .064 .077

.016

.021 .032 .037

.024 .028

,

.

O ...,

..,.

.,,.

.029 .044 .051

.041 .062 .072

.

R

.018 026 9 .031

.

Runs in Length .... 1'6' to 30' Number of Wires 2 3 4 6 . .

01"9 9 .025 028 9 .037 033 9 .044 .

#16 #14 #12 #I0

.

"

Number of W;ires 2'

Rubber

.

To 15'

Type of Wire Insulation Size #16 #14 #12 #10

.

.024 .035 .041

.033 .047 .056

.046 .067 .080

For

Holght4

016 9 023 9 028 9

.021 .031 .037

m

.029 .042 .051

.

.041 .059 .072 .

.

.

.

.

.015 .O22 .026

,,.,

. .

9m .

- -

.020 .029 .035

. . .

, . -

.029 .040 .047

.039 .056 .067

to 15 F~t

MANHOURS P E R LINEAR F O O T AND NUMBER O F WIRES L I S T E D Type of Wire Insulation Size

To 15'

-2

Number of Wires 3 4 6

Rubber

#16 #14 #12 #10 # 8

. . . . . . .021 .028 .039 .040 .036 .048

. . .038 .055 .065

ThermoPlastic

#16 #14 #12 #10 # 8

. . . . . . .019 .025 .028 .037 .033 .044

. . .035 .051 .060

Runs in Length 16' to 30' Number of Wires 2 3 4 6 . .

.054 .077 .092

019 9 -027 9 032 9

. -

.025 .036 .043

. .

.035 .049 .058

31' to 50' Number of Wires 2

017 9 .025 .030

.023 .033 .040

.031 .045 .055

3

,

4

,,

6

u

.049 .069 .082

018 9 026 9 031 9 I

.049 .072 .085

,i

.044 .064 .077

016 9 024 9 028 9

.024 .035 .041 m

.021 .032 .037

.033 .047

.046 .067

.056

.080

o

.029 .044 .0Sl

I

.041 .062 9

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, pulling wire into conduit type raceway and duct or pull-out and laying wire into wireways or channels, identifying or "polling out" the circuit conductors, and splicing and tagging for connections to panelboards, equipment, or outlet device. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours apply for all types of rubber or thermoplastic insulated wire. Manhours exclude extensive identification, "ringing-out," connection to panelboard, equipment or outlet device and scaffolding. See respective tables for these time frames.

86

B R A N O H , ~flIRVIOH. A N D I ~ R D H R

WIRING

BRANCH CIRCUIT WIRING SINGLE CONDUCTOR--000 VOLTS 81no U 8 stud BmaJlor--8oMd

For Hoilhm

.4~uminum

Wire

to 20 Feet

MANHOURS P E R LINEAR FOOT AND NUMBER O F WIRES L I S T E D Type of Wire Insulation Size

Runs in Length 16' to 30' Number of Wires 2 3 4 116

To 15' Number of Wires 2 3 4~ 6

31' to 50' Number of Wires 2 3 4 6 . . . . .

. . . . .

Rubber

#16 #14 #12 #10 # 8

. . . . . . .021 .028 .031 .041 .037 .049

. . .038 .056 .067

ThermoPlastic

#16 #14 #12 #10 # 8

. . . . . . .020 .027 .029 .039 .03S .047

. . .036 .053 .064

.0Sl .074 .090

For

Holghta

i

I

I

.054 .080 .095

!

019 9 028 9 .033 i

.025 .037 .044 i

I

I

.035 .051 .060

I

1

m

.049 .072 .085

018 9 026 9 031 9

.046 .067 .082

017 9 .025 030 9

.033 .047 .056

m

.046 .067 .080

~

1

018 9 026 9 032 9

1

.024 .035 .041

.024 .035 .043

.033 .047 .058

to 25

Feet

..,

e

m

.023 .033 .040

.031 .045 .055

m

.044 .064 .077

MANHOURS P E R L I N E A R FOOT AND NUMBER OF WIRES L I S T E D l

[

l

Runs in Length Type of Wire Insulation Size 2

To lS' Number of Wires 3

4

Rubber

#16 #14 #12 #I0 # 8

. . . . . . .022 .029 .032 .043 .038 .051

. . .040 .058 .069

ThermoPlastic

#16 #14 #12 #I0 # 8

. . . . . . .021 .028 .030 .040 .036 .048

. . .038 .055 .065

3i' to so'

16' tO 30' 6

Im

Number of Wires 3 4 6

Number of Wires 2 3 4 6 m

. .

.056 .082 .099

020 9 .029 034 9

, . .

.027 .039 .045

. .

.036 .053 .062

. . .

.051 .074 .087

1

.019 .027 .032

m

.025 .036 .043

.035 .049 .058

m

.049 .069 .082

_=.

,

,.

. - ,

. . .

...,

. . .

. - -

.054 .077 .092

019 9 027 9 032 9

.025 .036 .043

.035 .049 .058

.049 .0218 .024 .069 .026 .035 .082 .031 .041

1

.033 .047 .056

. . -

.046 .067 .080

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire canons, fishing raceway runs, attaching wire to fish tape or other pull-in means, pulling wire into conduit type raceway and duct or pull-out and laying wire into wireways or channels, identifying or "polling out" the circuit conductors, and splicing and tagging for connections to panelboards, equipment, or outlet device. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours apply for all types of rubber or thermoplastic insulated wire. Manhours exclude extensive identification, "ringing-out," connection to panelboard, equipment or outlet device and scaffolding. See respective tables for these time frames.

BRANCH,

SERVICE,

AND I~EDn

87

WIRING

BRANCH CIRCUIT WIRING SINGLE CONDUCTOR--000 VOLTS Himo 8 8 a n d S m a t i o r - - S t r a n d o d For Heights

Aluminum

Wire

to X0 Feet

M A N H O U R S P E R L I N E A R F O O T AND N U M B E R O F W I R E S L I S T E D Type of Wire Insulation Size

Rubber

ThermoPlastic

#16 #14 #12 #I0 #8 #16 #14 #12 #I0 #8

To 1 5 ; Number of Wires 2 3 4 6 I

m

D

.040 .047

.051 .077

.027 .037 .044

.036 .051 .060

.027

030 9 035 9

020 9 .028 033 9

'

"

3~' tOso'

'Number ofW'ires 3 4 6 j

2 m

m

.036 .055 .064

.020

Runs in Leng~.h 16' to 30' 9Number of Wires 2 3 4 6

,.,,

,,..

.

, - -

.090

019 9 027 9 032 9

.025 .036 .043

.035 .049 .058

.049 .069 .082

018 9 .026 030 9

.024 .035 .040

.033 .047 .055

.046 .067 .077

.051 .072 .085

018 9 .025 030 9

.024 .033 .040

.033 .045 .055

.046 .064 .077

.017 .024 028 9

.023 .032 .037

.031 .044 .051

.044 .062 .072

For HeightJ

..

to 15 F~t

M A N H O U R S P E R L I N E A R F O O T AND N U M B E R O F W I R E S L I S T E D Wire r Type of Insulation Size

" Tol5' N u m b e r of Wires 2 3 4 6

R u n s !n, Length ..... 16' to 30' N umber of Wires 2 3 4 6

3 i ' to '50'

Number of Wires 2 ' 3 4 6

Rubber

#16 #14 #12 #I0 #8

022 9 .032 .038

.029 .043 .051

.040 .058 .069

.056 .082 .099

021 9 029 9 034 9

.028 .039 .045

.038 .053 .062

.074 .087

020 9 .027 .032

ThermoPlastic

#16 #14 #12 #I0 #8

022 9 030 9 .036

.029 .040 .048

.040 .055 .065

.056 .077 .092

020 9 027 9 032 9

.027 .036 .043

.036 .049 .058

.051 .069 .082

019 9 .026 .031

, . .

m

m

~

.054

. . .

.

.

.

.

.

. .

o

, - -

n

.027 .036 .043 --D

.025 .035 .041

.036 .049 .058 ..-

.035 .047 .056

.051 .069 .082 ---

.049 .067 .080

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, pulling wire into conduit type raceway and duct or pull-out and laying wire into wireways or channels, identifying or "polling out" the circuit conductors, and splicing and tagging for connections to panelboards, equipment, or outlet device. If duplicate pulls above 6 are made reduce manhours 49b for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours apply for all types of rubber or thermoplastic insulated wire. Manhours exclude extensive identification, "ringing-out," connection to panelboard, equipment or outlet device and scaffolding. See respective tables for these time frames.

88

]B~KNOH, fJ~RVlOlB, AND IqSBDBR WIRING

BRANCH SINGLE:

CIRCUIT

VtrIRING

CONDUCTOR---e00

fjLuo 8 8 a n d

8mallor--Strandod

~or Heights

VOLTS &luminum

Wits

t o :80 l e o o t

M A N H O U R S P E R L I N E A R F O O T AND N U M B E R O F W I R E S L I S T E D Type of Wire Insulation Size

.

Rubber

ThermoPlastic

#16 #14 #12 #I0 # 8

. . . . . . .022 .029 .034 .045 .039 .052

#16 #14 #12 #I0

. . . . . . .022 .029 .031 .041 .037 .049

# 8

Runs in Length 16' to 30'

To 15' " Number of Wires 2 3 4 6

.

.

.

.

.

. . .029 .062 .

.

.

.

. . .040 .056

.067

2

.

.056 ,087 .100

.071 .

N,~i~ 3

of W~,s " 4

6

020 9

.027

.036

.051

031 9 .035

.041 .047

.056 .064

.080 .090

31; to 50' Number'of Wires 2 3 4 6 . .

.~,

e

. .

. .

. . .

m

q . ,

.019 029 9 033 9

.025 .039 .044

.035 .053 .060

.049 .074: .085

.019 026 9 .031

.025 .035 .041

.035 .047 .056

.049

.

.,,.

.056 .080 .095

m

.020 .028 033 9

.027

.037 .044

,,,,,

.036 .051 .060

- . ,

.051 .072 .085

.067 .080

....

g'or Holghts

t o :815 1Pqmt

M A N H O U R S P E R L I N E A R F O O T AND N U M B E R O F W I R E S L I S T E D Type of Wire Insulation Size 2

Rubber

ThermoPlastic

#16 #14 #12 #I0 #8 #16 #14 #12 #I0

#8

To 15' Number of W es 3

4

2

Runs in Length i 6 ' to 30' Number of Wires 3

4

6

2

31' to 50' Number of Wires

. .

. , .

.023

.031

.035 040 9

.047 .053

.04 .0o .07

9

021 9

.028

. .

.038

0 .032 .1143 .058 .1tl3 .... 036 9 _ .1148 .065

.054 .082 .092

020 9 .030 .034 .,..

.038

.031 .043

.osl

.04 .05

.oe

.02~ .028 .o29 .039 o .034 . ~ s

O'O 2

4

,

. _

. .

. . .

023 9 032 9

3

. , .

.038 .054 .0s3 .074 .962 087

020 9 027 9 .032

.027 .040 .045 .

. - -

, . .

.027 .036 .043

.

.036 .

.055 .062 .

, .

.051 .077 .087

. .

. , .

.036 .051 .04Q .069 .05H .082 9

Manhours include checking out of job storage, handling, job hauling, placing wwe coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, pulling wire into conduit type racevmy and duct or pull-out and laying wire into wireways or channels, identifying or "polling out" the circuit conductors, and splicing and tagging for connections to panelboards, equipment, or outlet device. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire Installation to compensate for equipment set-up time. Manhours apply for all types of rubber or thermoplastic insulated wire. Manhours exclude extensive identification, "ringing-out," connection to panelboard, equipment or outlet device and scaffolding. See respective tables for these time frames.

BRANCH, 8ERVICB AND FBUDBR ~NIRING

FIXTURE Vc'IRING SINGLE CONDUCTOR--800 8iso

8 1B and

8mnlior--Strandod

80

VOLTS

ud

BoLid Goppor

MANHOURS P E R HUNDRED F E E T OF S I N G L E CONDUCTOR Wire Type

Wire Size

10'

#18 #16 #14 #12

2.00 2.20 2.40 2.62

2.16 2.38 2.59 2.81

2.00 2.20 2.40 2.62

2.16 2.38 2.59 2.81

2.20

2.16 2.38 2.00 2.30

2.10 2.39

2.16 2.46

2.00 2.22

2.10 2.31

2.16 2.38

AF Plain Stranded ,

AF Braid Stranded RF Stranded

TF

,

. . . .

#18 #16 #14 #12 ....

#16

2.00

Stranded

#18 #16

1.87 2.13

TF Solid

#18 #16

1.87 2.06

. . . . .

. . . . . .

Manhours for Height to 15' [ 20' [

,,

J

. . . .

2s'

2.24 2.47 2.70 2.92

2.30 2.55 2.78 3.00

2.24 2.47 2.70 2.92

2.30 2.55 2.78 3.00

2.47

2.55

2.2i

,

2.3o

Manhours include checking out of job storage, handling, job hauling, placing and opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, pulling wire into conduit type raceway or pull-out and laying wire into fixture or support channels, identifying or "polling out" the circuit conductors, and splicing and tagging for connections to lighting fixtures. Manhours are for installation of single conductor only. If second wire or ground wire is installed at same time deduct 20% from manhours for second wire. Manhours exclude connecting of wire to lighting device and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

gO

SntSOa,

smnvion ~

151mn

wlalse

BOILZm ROOM WIRING SINGI~ CONDUCTOR--300 VOLTS 8imo t 8 and

latsJlmr--Solid

and

Straadod

Copper

MANHOURS P E R HI flqDRED F E E T OF SINGLE C O N D U C T O R Wire Type

Wire Size

lo'

AVA Solid

#16 #14 #12 #10 #8

2.00 2.15 2.42 3.15 4.00

2.16 2.32 2.61 3.40 4.32

2.24 2.41 2.72 3.54 4.49

2.30 2.49 2.80 3.64 4.63

AVA Stranded

#16 #14 #12 #10 #8

2.24 2.37 2.64 3.74 4.29

2.42 2.56 2.85 4.04 4.63

2.52 2.66 2.97 4.20 4.82

2.59 2.74

Manhours for Height to 20'

"' i5"

3.05 4.33 4.96

Manhours include checking out of job storage, handling, job hauling, placing and opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, pulling wire into raceway, identifying or "polling out" the circuit conductors, splicing as required, and tagging for connections. Manhours are for installation of single conductor only. If second or ground wire is installed at the same time deduct 20% from manhours for second wire. Manhours exclude installation of raceway, connecting of wiring, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

B~0H,

8 B R V I O E A N D N ' H H D H R ~VII:UNQ

FLEXIBLE METALLIC FOR BRANCH BX

amd BXL

ARMORED CIRCUITS

~l--WJkro

gizo

~ 8 and

Wood or Metal Frasne Construotion

91

CABLE Sm~Llor

(Conoealed

Work)

M A N H O U R S P E R 100 L I N E A R F E E T Wire Size

Number of Conductors

#14 #14 #I 4 #12 #12

2 3 4 2 3

3.71 4.33 4.95 4.33 4.95

4.00 4.68 5.35 4.68 5.35

4.17 4.86 5.56 4.86 5.56

#12 #I 0 #10 #I0 # 8 # 8 # 8

4 2 3 4 2 3 4

5.50 6.05 6.67 7.56 7.29 8.53 9.90

5.94 6.53 7.20 8.16 7.87 9.21 10.69

6.18 6.80 7.49 8.49 8.19 9.58 I I.I 2

4.29 5.00 5.73 5.00 5.73 6.36 7.00 7.72 8.75 8.43 9.87 11.45

ACL Solid BXL

#14 #14 #12 #I 2 #10 # 10 # 8 # 8

2 3 2 3 2 3 2 3

3.85 4.47 4.47 4.95 5.98 6.74 7.84 8.94

4.16 4.83 4.83 5.35 6.46 7.28 8.47 9.66

4.32 5.02 5.02 5.56 6.72 7.57 8.81 10.04

4.45 5.17 5.17 5.73 6.92 7.80 9.07 10.34

Solid Armored

# 8 # 6 # 4

1 1 1

4.40 5.50 6.60

4.75 5.94 7.13

4.94 6.18 7.41

5.09 6.36 7.64

Type of Cable .

.

.

.

.

AC Solid BX

.

.

i'0'

.

.

Manhour s for Height to 15' 20'

n

.

.

.

.

.

.

.

.

.

....

.

.

,

Manhours include checking out of job storage, handling, job hauling, placing cable reels on stands or racks, layout, cutting, installing, placing normal cable clamps at termination, and normal securing of cable in position. Manhours exclude installation of special connectors, fasteners and anchors, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

92

BR/I~OH, BHRVIOH s

IPHRDn

WIRING

FLEXIBLE

MmTALLIC FOR BIL4NCH BX and BXL T~~---Wh.0

ARMORED CABL/ cIRcurl~ 8~ m8 and 8m~or

Ma4monry Wallm (00nooalod

Work)

MANHOURS PER 100 LINEAR F E E T Type of Cable

Wire Siz .

AC Solid BX

.

.

.

Number of Conductors s

,

Solid Armored ...........

0

Manhours for Height to 15' 20' 25 ~

I0' .

.

.

.

.

.

.

.

.

#14 #14 #14 #12 ~12 #12 #I0 ~10 ~0

2 3 4 2 3 4 2 3 4

4.33 5.os 5.77 5.05 5.7~ 6.41 7.05 7.78 8.8~

4.68 s.4s 6.23 5.45 6.23 6.92 7.61 8.40 9.~,

8 # 8

3 4

9.98 II.54

,0.~5 12.46

4.86 s.6~ 6.48 5.67 6.48 7.20 7.92 8.~4 9.90 985 ,,.,8 12.96

4.50 5.2! 5.21 5.77 6.97 7.86 9.14 10.42

4.86 5.63 5.63 6.23 7.53 8.49 9.87 11.25

5.05 5.85 5.85 6.48 7.83 8.83 10.27 11.70

5.21 6.03 6.03 6.68 8.06 9.09 10.57 12.05

5.54 6.92 8.32

5.76 7.20 8.65

5.93 7.42 8.91

8

ACL Solid BXL

,

2

~"~#|4' #14 #12 #12 #10 #I0 # 8 # 8

2 3 2 3 2 3 2 3

# 8 # 6 ~_.4

1 1 I

.......

8.~0

'

5.13 6.41 7:70....

9,8

5.00 s.s4 6.68 5.84 6.68 7.42 8.16 9.00 ,0.,9

983

,,s, 13.35

Manhours include checking out of job storage, handling, job hauling, placing cable reels on stands or racks, layout, cutting, installing, placing normal cable clamps at termmatnon, and normal securing of cable in position. Manhours exclude installation of specisl connectors, fasteners and anchors, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additmnal 5 feet or fractmn thereof.

B R A N C T I , 8HRVIC3B A N D FHIBDIBR W I R I N G

FLEXIBLE METALLIC ARMORED FOR BRANCH CIRCUITS BX and

BXL ~ypes---Wlre

Suspended

Ceilings

Sise

8 8 and

(ConoosJed

08

CABLE Smaller

Work)

MANHOURS PER 100 LINEAR F E E T ,..

Type of Cable

Wit, Size

i Nmnber of Conductors

Manhours for Height to " 10" " 15~. . . . 20' !.

2s'

AC Solid BX

#14 #14 #14 #12 #12 #12 #10 #10 #10 #8 #8 #8

4.12 4.81 5.49 4.81 5.49 6.11 6.72 7.40 8.39 8.09 9.47 11.00

4.45 5.19 5.93 5.19 5.93 6.60 7.26 7.99 9.06 8.74 10.23 11.88

4.63 5.40 6.17 5.40 6.17 6.86 7.55 8.31 9.42 9.09 10.64 12.36

ACL Solid BXL

#14 #14 #12 #12 #10 #10 #8 #8

4.27 4.96 4.96 5.49 6.64 7.48 8.70 9.92

4.61 5.36 5.36 5.93 7.17 8.07 9.40 10.71

4.80 5.57 5.57 6.17 7.45 8.40 9.77 11.14

4.94 5.74 5.74 6.35 7.68 8.65 10.06 11.48

4.88 6.11 7.33

5.27 6.60 7.92

5.48 6.86 8.23

5.65 7.07 8.48

.

.

_

Solid Armored

#8 #6 #4

1 1 1

4.77 5.56 6.35 5.56 6.35 7.07 7.77 8.56 9.71 9.36 10.96 12.73 .

.

.

.

,

,

Manhours include checking out of job storage, handling, job hauling, placing cable reels on stands or racks, layout, cutting, installing, placing normal cable clamps at termination, and normal securing of cable in position. Manhours exclude installation of special connectors, fasteners and anchors, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

94

BKANG'TI, 8 R R V I C ' R A N D F B H D I U R W I R I N G

FIM~rmLw. METALLIC ARMORED FOR BRANCH CIRCUITS BX and

BXL

Types--Wire

Shin

8 8 and

Flstt Collingm or WaJths (Expomod

CABLE

Smaller

Work)

MANHOURS P E R 100 LINEAR F E E T Type of Cable

I

i

E

AC Solid BX

I

I

i

ACL Solid BXL

Wire Size

Number o f Conductors

I 0'

#14

2

3.91

4.22

4.39

4.52

#14

3 4

4.s7 5.22

4.94 5.64

s.13 5.86

2 3

4.57 5.22

4.94 5.64

5.13

s.29 6.04

5.86

4 2 3

s.80 ~.38 7.o4

6.26 6.89 7.6o

6.81 7.~7 7.91

5.29 6.04 6.7~ 7.38 8.~4

4 2

7.98 7.69

8.62 8.31

8.96 8.64

10.44

11.28

I0.II

9.23 8.90

11.73

10.41

4.06 4.72 4.72

4.38

5.10 5.10

4.56 5.30 5.30

6.31 7.11 8.27 8.43

6.81 7.68 8.93 10.18

7.09 7.99 9.29 10.59

4.70 5.46 5.46 6.04 7.30 8.23 9.57 10.91

4.64

5.00

5.21

5.'37

7.82

8.05

#14 #12 #12 #12 #I0 #Io #I0 #8 #8 #8

3

9.00

4

#14

#14 #12 #12 #10 #10 #8 #8

'" 2 3 2 3 2 3 2 3

Manhours for Height to 15' 20' 25"

....

8.72

5.22

5.64

5.86

.

Solid Armored

#8 #6 ...... # 4

1 ....

1

.

.

.

6.96 .

.

.

7.52 .

.

12.08

.

Manhours include checking out of job storage, handling, job hauling, placing cable reels on stands or racks, layout, cutting, installing, placing normal cable clamps at termination, and normal securing of cable in position. Manhours exclude installation of special connectors, fasteners and anchors, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

B R A N O H , fJHRVIOH .4.1qD I ~ H D I e R

WIRING

95

NONMETALLIC SHEATHED CABLE FOR BRANCH CIRCUITS 9~vpo N I ~ B r a i d S h e a t h e d

Coppor Conduotor

NM Plmstto Sheathed UF Thermoplastio Typo SH Unarmorod Wood

Sheathed

2 Insulstod,

or Moral

Framo

(Romox)

Ooppor Conduetor Copper

I Un/nsulatod

Construotion

(Romox)

Conduor Coppor

(Oonooalod

Oonduotor

Work)

MANHOURS P E R 100 LINEAR F E E T

Wire

Type of Cable

Size

' Number of i ' Conductors i

#14 #14

1.I0 2.97 3.41

#14 #12 #12 #12 #I0 #I0 #I0 #8

Types NM & UF Braid Cable-No. Grd. Plastic Cable-No. Grd. Thermoplastic-No. Grd.

1.38

3.47 3.91 4.46 5.46 6.00 5.83 6.38

#14 #14 #12 #12 #I0 #I0 #8 #8

3 Type SE Unarmored

i

M,.ho forXe ,=[

[ 1.19

i ]

3

3

4.84 6.27 7.37

3.21 3.68

1.49 1.78

! 5.17 5.89 2.38 5.77 6.48 i

3.75 4.22 4.22 4.82 5.90 6.48 6.30 6.89

.

"

.

.

.

.

.

20'

25'

1.24 3.34 3.83

1.27 3.44 3.95

3.83 4.39 1.85 5.38 6.12 2.47 6.00 6.74

3.95 4.52 1.91 5.54 6.31 2.55 6.18 6.94

1.55

3.68 4.22

3.41 3.91 1.65 4.79 5.45 2.20 5.34 6.00

#8 #8

Types NM & UF Braid Cable W/Grd. Plastic Cable W/Grd. Thermoplastic W/Grd.

iO'

3.90 4.39 4.39 5.00 6.13 6.74 6.55 7.17 "

1.60

-

4.00 4.52 4.52 5.16 6.32 6.94 6.74 7.38

"

-

5.60 7.25 8.52

. . . . . . .

Manhours include checking out of job storage, handling, job hauling, placing cable reels on stands or racks, layout, cutting, installing, placing normal cable clamps at termination, and normal securing of cable in position. Manhours exclude installation of special connectors, fasteners and anchors, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

96

BRANCH, w

AND I~HDn

WILING

NONMZTAXJ2[C S H E A T H E D C A B L E FOR BRANCH CIRCUITS ~ T P o N M B r a i d fJJhoathod 0 o p p o r Typo NM Plastlo

8hesthod

UF Thormoplastio Typo fie Unumorod

G0pper 8hemthod

B Inmul&tod,

Masonry

Walls

Conduetor

(Romox)

Gonduotor

(Romox)

Ooppor

Oonduotor

1 Uninaulatod (O0nooaJod

Ooppor

Oonduotor

Work)

MANHOURS PER 100 LINEAR F E E T Type of Cable

Wire Size

Types NM & U F Braid Cable-No. Grd. Plastic Cable-No. Grd. Thermoplastic-No. Grd.

#14 #14 #I 4 #12 #12 #12 #I 0 #I 0 #I 0 # 8 # 8 # 8

1 2 3 I 2 3 1 2 3 1 2 3

1.28 3.46 3.98 1.61 3.98 4.56 1.92 5.59 6.35 2.57 6.23 7.00

1.38 3.74 4.30 1.74 4.30 4.92 2.07 6.04 6.86 2.78 6.73 7.56

1.44 3.89 4.47 1.81 4.47 5.12 2.16 6.28 7.13 ! 2.89 7.00 i 7.86

1.48 4.00 4.60 1.86 4.60 5.28 2.22 6.47 7.35 2.97 7.21 8.10

#14

2

4.05

4.37

4.55

4.69

# 14

3

4.56

4.92

5.12

5.28

#12 #12 #10 #10 # 8 # 8

2 3 2 3 2 3

4.56 5.20 6.37 7.00 6.80 7.44

4.92 5.62 6.88 7.56 7.34 8.04

5.12 5.84 7.15 7.86 7.64 8.36

5.28 6.02 7.40 8.10 7.87 8.61

3 3 3

5.64 7.31 8.59

6.09 7.89 9.28

6.33 8.21 9.65

Types NM & U F Braid Cable W/Grd. Plastic Cable W/Grd. Thermoplastic W/Grd.

Type SE Unarmored

#I 2 #l 0 # 8

N u m b e r Of Conductors

i~ j

I0'

Manhours for Height to 15' 20' 25'

'

i !

6.52 8.46 9.94

Manhours include checking out of job storage, handling, job hauling, placing cable reels on stands or racks, layout, cutting, installing, placing normal cable clamps at termmatton, and normal securing of cable in position. Manhours exclude installation of spectsl connectors, fasteners and anchors, and scaflidding. See respective tables for these time flames. For heights above 25 feet increase manhours 5% for each addit,onal 5 feet or fracUon thereof.

BRAN~-I, ~RVI~

A N D F H E D H R Vv'IRING

87

NONMETALLIC SHEATHED CABLE FOR BRANCH CIRCUITS NM Braid

Sheathed

Copper

T~po NM: Pl&stie 8he&thed ~ o

UF Thormopllmtio

Tjvpo S B U n a r m o r e d

Copper 8hoathod

8 Insulatod0

Conduotor

(Romex)

Conduotor

ORomos)

Conduotor

Copper

I Unixmulatod

Coppor

Gonduetor

8uapondod Colllnga (Gonooalod Work) MANHOURS PER 100 LINEAR F E E T Type of Cable

Wire Size

Number o f Conductors

I 0'

Types NM & U F Braid Cable-No. Grd. Plastic Cable-No. Grd. Thermoplastic-No. Grd.

#I 4 #14 #14 #12 #12 #12 #I0 #10 #10 # 8 # 8 # 8

I 2 3 1 2 3 1 2 3 1 2 3

1.22 3.30 3.79 1.53 3.79 4.34 1.83 5.32 6.05 2.44 5.93 6.66

1.32 3.56 4.09 1.65 4.09 4.69 1.98 5.75 6.53 2.64 6.40 7.19

1.37 3.71 4.26 1.72 4.26 4.87 2.06 5.98 6.80 2.74 6.66 7.48

1.41 3.82 4.38 1.77 4.38 5.02 2.12 6.15 7.00 2.82 6.86 7.70

.

.

.

.

.

.

.

.

.

.

.

Types NM & UF Braid Cable W/Grd. Plastic Cable W/Grd. Thermoplastic W/Grd. .

Type SE Unarmored

.

.

.

.

.

J

Manhours for Height to i'5' 20'

#14 #I 4 #12 #12 #10 #10 # 8 # 8

2 3 2 3 2 3 2 3

3.85 4.34 4.34 4.95 6.06 6.66 6.47 7.08

4.16 4.69 4.69 5.35 6.54 7.19 6.99 7.65

4.32 4.87 4.87 5.56 6.81 7.48 7.27 7.95

4.45 5.02 5.02 5.73 7.01 7.70 7.49 8.19

#12 #I 0 # 8

3 3 3

5.37 6.96 8.18

5.80 7.52 8.83

6.03 7.82 9.19

6.21 8.05 9 46

.

Manhours include checking out of job storage, handling, job hauling, placing cable reels on stands or racks, layout, cutting, installing, placing normal cable clamps at termination, and normal securing of cable in position. Manhours exclude installation of special connectors, fasteners and anchors, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

98

~C~::I,

fIIBRVIOH iUND IelmHDHR W I R I N G

NONMETALLIC SHEATHED CABLE FOR BRANCH CIRCUITS NM Brmld fJhoa,thod Ooppor Oonduot~x' (Romox) N M Plamtlio f J h o a t h o d O o p p o r O o n d u o t o r TTpo UF Thomoplamio T T p o BIB U n a m o r o d

(H~mox)

fJho&thod Ooppor Oondumr

JJ l n m a l a t o d ,

1 Unlnsulamd

F l a t Oacllln6m o r W a l l s ( H x p o s o d

Copper

Oonduotor

Work)

MANHOURS PER I00 LINEAR F E E T Type of Cable

Wire Size #14

#14

#14 Types NM & UF Braid Cable-No. Grd. Plastic Cable-No. Grd. Thermoplastic-No. Grd.

. . . .

Types NM & UF Braid Cable W/Grd. Plastic Cable W/Grd. Thermoplastic W/Grd.

Number of Conductors 1

3.15

Manhoursfor He!g_ht to i-gr--I---~6' - ~ 25' 1.26

3.40

1.31

3.54

3

3.61

3.90

4.05

2

3.61 4.14 1.75 5.08 5.78 2.33 5.66

3.90 4.47 1.89 5.49 6.24 2.52 6.11 6.87

4.05 4.65 1.97 5.71 6.49 2.62 6.36 7.14

3.68 4.14 4.14 4.73 5.79 6.36 6.18 6.76

3.97 4.47 4.47 5.11 6.25 6.87 6.67 7.30

4.13 4.65 4.65 5.31 6.50 7.14 6.94 7.59

1 2 3 1 2

#14 #14 #12 #12 #10 #10 # 8 # 8

2 3 2 3 2 3 2 3

3

3

,

Type SE Unarmored

1.17

2

#12 #12 #I 0 #I0 #10 # 8 # 8 # 8

I0'

3 3 3

j

,

6.36

1.35 3.64 4.18 1.69 4.18 4.79 2.02 5.88 6.69 2.70 6.55 7.36 4.26

4.79 4.79 5.47 6.70 7.36 7.15 7.82 5.93 7.69 9.04

Manhours include checking out of job storage, handling, job hauling, placing cable reels on stands or racks, layout, cutting, installing, placing normal cable clamps at termination, and normal securing of cable in position. Manhours exclude installation of special connectors, fasteners and anchors, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fracnon thereof.

BRANGH, 8BRVICB AND IVBBDBR KSRING

09

CONNECTORS FOR METALLIC ARMORED CABLE AND .NONMETALLIC SHEATHED GABLE

FLEXIBLE

MANHOURS EACH Item and Description

Size (Inches)

Manhours for Height to 15' 20' 25' ....

10"

Flexible Metallic Armored Cable Straight Connector Straight Connector Straight Connector Duplex Connector Angle Connector Angle Connector Angle Connector

3/8 1/2 3/4 3/8 3/8 1/2 3/4

91 8 0

.194

.056 .050 9147 9190

Nonmetallic Sheathed Cable .... Snap Connector Screw Connector Screw Connector Screw Connector

3/8 3/8 1/2 3/4

.041 050 9 9143 9180

.044 .143

.

.

.

.

.048 .154

.

.

.

.

.060 .054 .184 .205

.049 .161 .202 .063 .056 .191 .213

.051 .165 .208 .065 .058 .197 9

.044 .054 .154 .194

.046 .056 .161 .202

9 .058 .165 .208

Manhours include checking out ofjob storage, handling, job hauling, placing and connecting, connectors as outlined. Manhours exclude installation of cable, fasteners, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

100

~rlRING

BRXNC'H, BIRVICrH AND lelllDn

LOW

VOLTAGE

THZ~OSTAT

AND

LIGHTING

CONTROL Oible~,--S/,so 8 18

Bramoh Wood

or M ~

lh'smo

Oomsa'uotion

(Oonoealed)

MANHOURS PER 100 LINEAR F E E T '

Type of Cable

"

"Number of

Wire Size

Plastic Insulated Twisted, No Braid Overall Jacket Waxed Braid Jacket

!

,

,

.

.

.

.

Fabric Insulated Plastic Jacket, Indoor .

.

.

.

.

9

2

0.89

0196

1.00

1.03

4

~.28 1.31 ~.46

~.38

~.44

~.4s

1.41

1.47

1.52

~.s8 1.70

~.64 1.76

~.o9 1.82

1.92

2.00 2. 6 262 2.95 3.32

2.06 2., 2,o 3.04 3.42

1.03 1.21

1.57

2

!~ il

5 6

2.63 2.96

22, 2s2 2.84 3.20

2

0.89 1.05

0.96 1.13

1.00 1.18

0.84 0.89 1.05

0.91 0.96 1.13

0.94 1.00 1.18

0.97 1.03 1.21

2.33 2.90

2.52 3.13

2.62 3.26

2.70 3.35

1."78 210

3

.

I

.

'

1 2 3

#18 .

Manhours for Height to 10' 15' 20' 25'

'

~

#18

.

.

~

'

.

.

#18

Plastic Insulated Parallel, Indoor

.

.

6 7

Parallel

.

.

5

Plastic lnsulat~l. . . . . . .

.

.

~s

Plastic Insulated Steel Armored

.

,,

Conductors

.

14 19 .

~

....

.

.

.

.

.

.

Manhours include checking out of job storage, handling, job hauling, opening wire cartons, fishing raceway runs and attaching cable to fish tape or other pull-in means where required, necessary measuring and cutting, pulling in or placing wire, identifying and tagging for connections. Manhours exclude extensive identification, making connections, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase: manhours 3% for each additional 5 feet or fraction thereof.

BR/kNOH, 8HRVI~

LOW

VOLTAGE

AND IP~BDHR ~NIRING

THERMOSTAT CONTROL Branoh

Ma~om'y

Was

AND

Cable--Size

101

LIOHTING

8 18

Construetlon

(Conooalod)

MANHOURS PER 1O0 LINEAR F E E T Type of Cable

Wire .... Number of ..... Manhours for Height t0Size Conductors . . . . . 10' . . . 15' . . . 20' i 25'

#18

2 3 4 5 6 7

1.04 1.22 1.49 1.53 1.70 1.83

1.12 1.32 1.61 1.65 1.84 1.98

1.17 1.37 1.67 1.72 1.91 2.06

1.20 1.41 1.72 1.77 1.97 2.12

#18

2 3 4 5 6

2.08 2.45 2.72 3.07 3.45

2.25 2.65 2.94 3.32 3.73

2.34 2.75 3.06 3.45 3.88

2.41 2.83 3.15 3.55 3.99

Plastic Insulated Parallel

#18

2 3

1.04 1.22

1.12 1.32

1.17 1.37

1.20 1.41

Plastic Insulated Parallel, Indoor

#18

i 2

0.9s ~.o4

1.06 1.12

~.1o ~.~7

1.13 1.20

Plastic Insulated Twisted, No Braid Overall Jacket Waxed Braid Jacket

Plastic Insulated Steel Armored

Fabric Insulated Plastic Jacket, Indoor

#18

.

.

.

.

.

3

1.22

1.32

1.37

1.41

14 19

2.'72 3.38

2.94 3.65

3.06 3.80

3.15 3.91

Manhours include checking out of job storage, handling, job hauling, opening wire cartons, fishing raceway runs and attaching cable to fish tape or other pull-in means where required, necessary measuring and cutting, pulling in or placing wire, identifying and tagging for connections. Manhours exclude extensive identification, making connections, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

102

B R A N C H , 8 3 R v I c r M A.ND I e R R D I ~ W I R I N G

LOW

VOLTAGE

THERMOST.a.T

AND

LIGHTING

CONTROL B r a n e h Oablo--Blse m 18 8 u s p e n d o d o o i n n g s (Oonossae~lt) MANHOURS PER 100 LINEAR F E E T Type of Cable .

.

.

.

.

.

Plastic Insulated Twisted, No Braid Overall Jacket Waxed Braid Jacket

.

.

.

#18

Plastic lns~dated Parallel

#18

,

Conductors

#18

Plastic Insulated Steel Armored

- -

Numberof

Wire Size -

0.99 I.I 7 1.42 1.45

2 3 4 5 6

1

.

.

#18 ,.

.

.

14 19 .

2.00

1.98 2.33 2.59 2.92 3.29

2.14 2.52 2.80 3.15 3.55

2.22 2.62 2.91 3.28 3.70

2.70 3.00 3.38 3.81

.

.

.

.o7

.26

1.15 1.35

1.64 1.68 1.87

2.29

1.31

111

1.15 1.35

1104

1.08

0.93

1.00

1.1 7

1.26

1.31

135

2.59 3.22

2.80 3.48

2.91 3.62

3.73

o.99

3

.

1.11 1.31 1.59 1.63 1.82 1.95

1. 7

2

#18

1.74

1.07 1.26 1.53 1.57 1.75 1.88

1.62

2

.

Fabric Insulated Plastic Jacket, Indoor

2 3 4 5 6 7

3

.

Plastic Insulated Parallel, Indoor

Manhoursior Heigllt to lO' 15' 20' 25'

.o7

1.11

1.15

Manhours include checking out of job storage, handling, job hauling, opening wire canons, fishing raceway runs and attaching cable to f~h tape or other pull-in means where required, ~ r y measuring and cutting, pulling in or placing wire, identifying and tagging for connections. Manhours exclude extensive identification, making connections, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase msnhours 3% for each additional 5 feet or fraction thereof.

108

B R A N C H , 8 1 R V I U ' ~ A N D I~R]mD]IR ~ V I R I N G

LOW VOLTAGE

THERMOSTAT CONTROL Brsmoh

Cable--Size

AND LIGHTING # 18

Flat OoflinEs and Walls

(Exposed)

MANHOURS PER 100 LINEAR F E E T Type of Cable

.... Wire Size,,

N u m b e r of ,, Manh0urs for Height t o , , Conductors 10' ,, 15' 20' 25',

#18

2 3 4 5 6 7

0.94 1.11 1.35 1.38 1.54 1.66

1.02 1.20 1.46 1.49 1.66 1.79

1.06 1.25 1.52 1.55 1.73 1.86

1.09 1.28 1.56 1.60 1.78 1.92

#18

2 3 4 5 6

1.88 2.22 2.'46 2.77 3.12

2.03 2.40 2.66 2.99 3.37

2.11 2.49 2.76 3.11 3.50

2.17 2.57 2.85 3.20 3.61

#18

2 3

0.94 1.11

1.02 1.20

1.06 1.25

1.09 1.28

Plastic Insulated Parallel, Indoor

#18

1 2 3

0.89 0.94 1.11

0.96 1.02 1.20

1.00 1.06 1.25

1.03 1.09 1.28

Fabric Insulated Plastic Jacket, Indoor

#18

14 19

2.46 3.06

2.66 3.30

2.76 3.44

2.85 3.54

Plastic Insulated Twisted. No Braid Overall Jacket Waxed Braid Jacket

Plastic Insulated Steel Armored

Parallel

Manhours include checking out of job storage, handling, job hauling, opening wire cartons, fishing raceway runs and attaching cable to fish tape or other pull-in means where reqmred, necessary measuring and cutting, pulling in or placing wire, identifying and tagging for connections. Manhours exclude extensive identification, making connections, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

BRANOH, ssnvzal

104

LOW

~

VOLTAGE

Wl]~L~G

151BDn

THERMOST&T CONTROL Branoh

AND

O&blo--Siso

Ins~llod

LIGHTING

~ 18

ta Oonduit

MANHOURS. P E R 1 O0 LINEAR F E E T .

.

.

.

.

.

.

~

Wire Number of Size i! Conductors

Type of Cable .

.

.

.

.

.

.

Manhours for Height to 10' 15' 20' ~'

r'

Plastic Insulated Twisted, No Braid Overall Jacket Waxed Braid Jacket

#18

.I

....

#18

Plastic Insulated Steel Armored .

.

.

.

.

.

.

.

.

.

:J

Plastic Insulated Parallel .

.

.

Plastic Insulated Parallel, Indoor

.

.

.

.

.

.

.

~

#18

....Fabi~ic insulated Plastic Jacket, Indoor .

2 3

#18 .

.

2 3 4 5 6 7

.

.

.

.

.

.....

#18

1.13 1.33 1.63 1.66

1.22 1.44 1.76 1.79

1.27 1.49 1.83 1.86

1.31 1.54 1.89 1.92

~.8s

2.00

2.08

2.~4

1.99

2.15

2.24

2.30

2.26 2.67 2.96 3.34 3.76

2.44 2.88 3.20 3.61 4.06

2.54 3.00 3.32 3.75 4.22

2.61 3.09 3.42 3.86 4.35

1.13 1.33

1.22 1 44

1.27 1.49

1.31 1.54

.,.

. . . . .

1 2 3

~.o7

~.~6

~.2o

~.24

1.13 1.33

1.22 1.44

1.27 1.49

1.31 1.54

14 19

2.96 3.68

3.20i 4.13 3.32

3.97

3.42 4.26

Manhours include checking out of job storage, handling, job hauling, opening wire canons, fishing raceway runs and attaching cable to fish tape or other pull-in means where reqmred, necemmry measuring and cutting, pulling in or placing wire, identifying and tagging for connections. Manhours exclude extensive identification, making connections, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

BRkNGH,

MINERAL

~RVICE,

AND FZIDHR

INSULATED CABLE TEIq~IINATORS Wiro

Conoroto

Siso

8lab

105

~WIRING

AND

8 8 and Sm&ller

Conatruotion

(Conoosdod)

MANHOURS PER FOOT OF CABLE AND FOR EACH OF TERMINATORS Cable Size 16 16 16 16 16 14

14 14 14 14 12 12 12 12 12 I0 I0 I0 I0 I0

8 8 8 8

[

Number l of Conductorsi 1 2 3 4 7 1 2 3 4 7 1 2 3 4 7 1 2 3 4 7 1 2 3 4

t

Cable Installation ..... ' _ Manhours for Height to 10' 15' 20' 25'

.037 .043 .049 I .055 ~ .091 I .037 i .043 .049 .055 .091 .043 .048 .054 .061 .108 .049 .055 .062 .067 .105 .062 .067 .074 .080

040 9 046 9 053 9 059 9 098 9 040 9 046 9 053 9 059 9 098 9 9046 052 9 058 9 .066

.117 053 9 .059 067 9 072 9 9113 .067 072 9 080 9 086 9

.042 .048 .055 .062 .102 .042 .048 .055 .062 .102 .048 .054 .061 .069 .121 .055 .062 .069 .075 .118 .069 .075 .083 .090

.043 .050 .057 .064 .105 .043 .050 .057 .064 .105 .050 .056 .062 .071 .125 .057 .064 .072 .078 .121 .072 .078 .086 .093

T e r m i n a t o r Installation Manhours for Height to 10' 15' 20' 25'.33 .39 .44 .50 976 .33 .39 .44 .50 .76 .33 .39 .44 .50 .76 .39 .44 .50 .55 .94 .44 .50 .55 973

.36 .42 .48 .54 .82 .36 .42 .48 .54 .82 .36 .42 .48 .54 .82 .42 .48 .54 .59 1.02 .48 .54 .59 .79

.37 .44 .49 .56 .85 .37 .44 .49 .56 .85 .37 .44 .49 .56 .85 .44 .49 .56 .62 1.06 .49 .56 .62 .82

.38 .45 .51 .58 .88 .38 .45 .51 .58 .88 .38 .45 .51 .58 .88 .45 .51 .58 .64 1.09 .51 .58 .64 .84

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or r a c k s or opening cable c a n o n s , measuring and cutting cable, normal securing of cable in position, identifying or "polling out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Terminator manhours include stripping of cable s h e a t h up to 36 inches, placing terminator, and m a k i n g connection. M a n h o u r s e x c l u d e extensive identification a n d scaffolding. S e e r e s p e c t i v e t a b l e s for t h e s e time frames. F o r heights above 25 feet increase manhours 5 % for each additional 5 feet or fraction thereof.

106

9~0H,

SBRVIr

AND FI|DI~

MINERAL

wntlNO

INSULATED

CABLE AND

TERMINATORS IILue a;' 8 a n d

W/re

Maso~'y

Walls

Smaller

(Oonoosdod)

MANHOURS PER FOOT OF CABLE AND FOR EACH OF TERMINATORS Cable Size

Number of Conductors

Cable Installation ' Man.hours for Height to I 0' 15' 20' 25'

.

16 16 16 16 16 14 14 14 14

14 12 12 12 12 12 I0 I0 I0 I0 I0 8 8 8 8

.

.

1 2 3

. _

.042 .049 .055 .063

.096 .039 .045 .051 .058

7 2

3

.

.

.

.

.

.1 08

.051 .056 .064 .072 .127 .057 .065

.054

.062 .069 .122 .055

.063

.065

4 7 1 2

.051

.057 .065

.049

.058

3

.065 .I08 .044

.1 04

.045 .050 .057 .064 .I13 .051

3 4 7 I 2

.044 .051 .057

.I04 .042 .049 .055 .063

.096

I

.

.

.039 .045 .051 .058

4 7 I 2 3 4

4

.

.070

.070

.076

.073 .079

.110 .065 .070 .078 .084

.119 .070 .076 .084 .091

.124 .073 .079

.

TerminatorInstallation Manhours f0r Height to I 0' 15' 20' 25'

~

.

.

.088

.

.

.

.

.094 .

.045 .052 .059

.067 .II I .045 .052 .059 .067

.11 1 .052 .058 .066 .074 .131 .059

.067

.35 .41 .46 .53

.80 .35

.41

.46 .53

.80

.35 .41 .46 .53 .80 .41 .46

.075

.53 .58

.127 .075 .081 .090 .097

.99 .46 .53

.081

.58

.77

.38 .44 .50 .57 .86 .38 .44 .50 .57 .86 .38 .44 .50 .57 .86 .44 .50 .57 .63 1.07 .50 .57 .63 .83

.39 .46 .52 .60

.90 .39 .46 .52 .60

.90

.39 .46 .52 .60 .90 .46 .52 .60

.65

1.11 .52 .60 .65 .86

.40 .47 .53 .61 .93 .40 .47 .53 .61 .93 .40 .47 .53 .61 .93 .47 .53 .61 .67

1.15

.53 .61 .67 .89

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable canons, measuring and cutting cable, normal securing of cable in position, Identifying or "polling out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Terminator rnanhours include stripping of cable sheath up to 36 inches, placing terminator, and making connection. Manhours exclude extensive identification and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

BRANCH,

MINERAL

SERVICE,

INSULATED TERMINATORS Wire

Fl~t

Sige m 8 and

Ooflinp

nd

AND FEEDER

CABLE

107

"eVIRING

AND

8mallm-

WsJls

(Exposed)

M A H H O U R S P E R F O O T O F CABLE AND F O R EACH O F T E R M I N A T O R S Number

Cable Size 16 16 16 16 16 14 14 14 14 14 12 12 12 12 12

of Conductors

10 10

1 2 3 4 7 1 2 3 4 7 1 2 3 4 7 1 2 3

10 8 8 8

7 1 2 3

I0 I0

8

I l

4

4

Cable Installation Manhours for Height to

10'" I

.035 .040 .047 .052 .086 .035 .040 .047 .052 .086 .040 .046 .051 .058 .103

.047 .052 .059 .064 .100 .059 .064 .070 .076

. . . . . . . .

15'

20'

25'

.038 .432 .051 .056 .093 .038 [ .432

.039 .449 .053 .058 .097 .039 .449

.O40 .463 .054 .060 .099 .040 .463 .054 .060 .099 .463 .053 .059 .067 .119 .054 .060 .068 .074 .116 .068 .074 .081 .088

t .0s~ .056 .093 .432 .050 .055 .O63 .111 .051 .056 .064 .069 .108 .064 .069 .076 .082

.os3 .058 .097 .449 .052 .057 .O65 .116 .053 .058 .066 .072 .112 .066 .072 .079

.0as

Terminator Installation Manhours for Height to

10'

.31 .37 .42 .48 .72 .31 .37 .42 .48 .72 .31 .37 .42 .48 .72 .37 .42 .48 .52 .89 .42 .48 .52 .69

15',

.33 .40 .45 .52 .78 .33 .40 .45 .52 .78 .33 .40 .45 .52 .78 .40 .45 .52 .56 .96 .45 .52 .56 .75

20'

.35 .42 .47 .54 .81 .35 .42 .47 .54 .81 .35 .42 .47 .54 .81 .42 .47 .54 .58 1.00 .47 .54 .58 .78

25'

~i :

.36 .43 .49 .56 .83 .36 .43 .49 .56 .83 .36 .43 .49 .56 .83 .43 .49 .56 ,60 1.03 .49 .56 .60 .80 .

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include plaong cable coils or spools on reel stands or racks or opening cable cartons, measuring and cutting cable, normal securing of cable in position, identifying or "polling out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Terminator manhours include stripping of cable sheath up to 36 inches, placing terminator, and making connection. Manhours exclude extensive identification and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

BIq~LNI3H, 8 ] B R V I C ~ , A N D I e H H D B R ~ ' l ] g l N G

10S

MINERAL

INBUL&TED CABLE AND TERMINATORS

WJre Open

tlJ~e 8 8 amd Smaller

~

o r ]Sew J o i s t

(Ix']pos~l)

MANHOURS PER FOOT OF CABLE AND FOR EACH OF TERMINATORS Cable Size

Number of Conductors

Cable Installation ' Manho~umfor Height to 20' 25' 10, i5'

,

16 16 16 16 16 14 14 14 14 14 12 12 12 12 12 10 10 10 10 10 8 8 8 8

,

1 2 3 4 7 1 2 3 4 7 1 2 3 4 7 I 2 3 4 7 1 2 3 4

.033 .039 .004 .050 .082 .033 .039 .044 .050 .082 .039 .043 .009 .055 .097 .004 .050 .056 .060 .095 .056 1060 .067 .072

. . ~

Terminator Installation Manhours for Heightto 10' 15' 20' 25'

,

.036 .042 .008 .054 .089 .036 .042 .048 .054 .089 .042 .046 .053 .059 .105 .008 .054 .060 .065 .103 .060 .065 .072 .078

037 9

.044 .049 056 9

.038

.30

.35

.35 .40

037 9 .044 .049 056 9 .092 .044 .008 055 9

.045 .051 .058 .095 .038 .045 .051 .058 .095 .005 .050 .057

O62 9

.0(0

.45

.46 .52

.109 .009 056 9

.112 .051 .058

.68 .35 .40

.79 .40 .46

.063 067 9

.065

.45

.52

.069 .110 .065 .069 .078 .083

.50 .85 .40

.58 .98 .46

.50 .66

.58 .76

.092

9107 .063

.067

.075 .081

.40 .46

.45

.52

.68 .30 .35 .40

.79 .35 .40 .46

.45

.52

.68 .30 .35 .40

.45

.79 .35 .40

.52

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable canons, measuring and cutting cable, normal securing of cable in position, identifying or "polling out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Terminator manhours include stripping of cable sheath up to 36 inches, placing terminator, and making connection. Manhours exclude extensive identification and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

BRANCH, SHRVICt,

MINERAL

AND I~EHDHR ~rlRING

INSULATED CABLE TERMINATORS

Wire

I OD

AND

Slam 8 S and Smaller

Oonneot

Rquipment

(B,rposed)

MANHOURS PER FOOT OF CABLE AND FOR EACH OF TERMINATORS '4

Cable Size 16 16 16 16 16 14

14 14 14 14 12 12 12 12 12 10 10 10 10 10

8 8 8 8

N umber of

Conducto~ 1 2 3 4 7 1 2 3

4

7 1

2 3

4 7 1 2 3

Cable Installation M a n h o u r s for Height to ' !0'_ l !5' , 20' 25'

.040 .046 .053 .059 .098 .040 .046 .053 .059 .098 .046

.052

.058 .055 .117 .053 .059 .067

4

.072

7 1 2 3

.113 .067 .072 .080 .086

4

T e r m i n a t o r Installation Manhours for Height to . . . . iO' 15" . 20' 25'

......

.432 .050 .057 .064 .106 .432 .050 .057

.064 .106 .050 .056 .063 .071 .126 .057

.449 052 9

.463 .053

.36 . .42

.39 .45

.40 .47

.42 .49

066 9 9110 449 9 052 9 060 9 066 9 9110 052 9 058 9 9065 9074 9131 9060

.068 .113 .463 .053 .061 .068 .113 .053 .060 .067 .076 .135 .061 .068 .078 .083 .131 .078 .083 .093 .099

.54 .82 .36 .42 .48 .54 .82 .36 .42 .48 .54 .82 .42

.58 .89 .39 .45 .52 .58 .89 .39 .45 .52 .58 .89 .45

.61 .92 .40 .47 .54 .61 .92 .40 .47 .54 .61 .92 .47

.62 .95 .42 .49 .56 .62 .95 .42 .49 .56 .62 .95 .49

.54 .59 1.02 .48 .54 .59 .79

.58

.61

.62

1.10 .52 .58 .64 .85

1.15 .54 .61 .66 .89

1.18 .56 .62 .68 .91

060 9

.064

.066

.072

075 9

.078

.081

.122 .072 .078 .086 .093

.127 075 9 081 9 090 9 097 9

.061

.48

.52

.48

.

.

.

.

.

.

.52 .64

.

.

.54

.54 .66

.56

.56 .68

.

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or r a c k s or opening cable cartons, measuring and cutting cable, normal securing of cable in position, identifying or "polling out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Terminator m a n hour s include stripping of cable sheath up to 36 inches, placing terminator, a n d m a k i n g connection. M a n h o u r s e xc lude extensive identification a n d scaffolding. S e e r e s p e c t i v e tables for t h e s e time frames. F o r heights above 25 feet increase manhours 5 % for each additional 5 feet or fraction thereof.

110

B ] g A N O H , 8]BRVIOH0 ,fiND l P ' H R D n

ALUMINUM

G

SHEATHED CABLE AND OONNECTOI~

Wfa, o 81,so

Wood

~

8 8

and

8maJlor

oz' Ma~a~! I ~ . a m m ~ o t i o n

(Oonooe, lod)

MANHOURS P E R F O O T O F CABLE AND EACH O F C O N N E C T O R S Number of Conductors

Cable Size 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 10 10 10 10 10 8

Cable l ~ t a l l a t i o n Maal~ours' for Heighi to I0' .... 15' 20' 25' .043

.046

.048

.050

.33

.36

.37

.38

049 9 055 9

.053 .059

.055 .062

.057 .064

.41 .44

.44 .48

.46 .49

.47 .51

5 6 7 9 12 2 3

067 9 079 9 091 9 9108 9124 048 9

.072 .085 .098 .117 .134

.078 .091 .105 .125 .143 .056

.51 .60 .69 .78 .85 .33

.55 .65 975 .84 .92 .36

.57 .67 978 .88 .95 .37

.59 .69 .80 .90 .98 .38

054 9

.052 .058

.075 .089 .102 .121 .139 .054 .061

.062

.41

.44

.46

.4 7

4

061 9 073 9 090 9 9108 .130 9152

.066 .079 .097 .117 .140 .164

.069 .082 .1 O1 .121 .146 .171

.071 .084 .104 .125 .150 .176

.44 .51 .60 .69 .78 .85

.48 .55 .65 .75 .84 .92

.49 .57 .67 .78 .88 .95

.51 .59 .69 .80 .90 .98

055 9

.059

.062

.064

.39

.42

44

.45

061 9 067 9 080 9

.066 .072 .086 .125 .079

.069 .075 .090 .130 .082

.071 .078 .093 .134 .084

.44 .50 .58 .87 .56

.48 .54 .63 .94 .60

.49 .56 .65 .98 .63

.51 .59 .67 1.01 .65

2 3 4

5 6 7 9 12 2 3 4

L,,

Connector Installation Manhours-for Height to I0' 15,~ [L 2 0 ' . . . . 25'

5 7 3

91 1 6 .

073 9 .

.

.

.

.

...

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable cartons, measuring and cutting cable, normal securing of cable m position, identifying or "polling out" the conductors and tagging for connection to branch circuits, panel boards, or equipment. Connector manhours include stripping of cable sheath up to 36 inches, placing connector, and making connection. Manhours exclude extensive identification, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

BRANCH, BBRVICB, AND FEHDHR

ALUMINUM Wire

SHEATHED CABLE CONNECTORS Sise

Msmonry

at 8 a n d

WIRING

91 9

AND

Smaller

Ws~LIs ( C o n o e a l e d )

MANHOURS P E R FOOT OF CABLE AND EACH OF C O N N E C T O R S Cable

S~e .

.

14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 I0 10 10 10 10 8

.

.

Number of Conductors .

.

2 3 4 5 6 7 9 12 2 3 4 5 6 7 9 12 2 3 4 5 7 3

.

Cable Installation Manhours for Height to is' i-0' 20' 25' .

.050 .057 .064 .078 .092 .106 .126 .145 .056 .063 .071 .085 .105 .126 .152 .177 .064 .071 .078 .093 .135 .085

.054 .062 .069 .084 .099 .114 .136 .157 .060 .068 .077 .092 .113 .136 .164 .191 .069 .077 .084 .1 O0 .146 .092

.056 .064 .072 088 9 .103 91 1 9 91 4 2

.163 063 9 .071 .080 095 9 9118 9142 .171 9199 I .072 080 9 088 9 .104 9152 095 9

.

.

.058 .066 .074 .090 .106 .123 .146

.168 .065 .073 .082 .098 .121 .146 .176 .205 .074 .082 .090 .108 .156 .098

.

Cormector Installation Manhours for Height to I 0' i 5' 20 ~. . . . 25'

.38 .48 .51 .59 .70 .80 .91 .99 .38 .48 .51 .59 .70 .80 .91 .99 .45 .51 .58 .68 1.01 .65 .

.

.

.41 .52 .55 .64 .76 .86 .98 1.07 .41 .52 .55 .64 .76 .86 .98 1.07 .49 .55 .63 .73 1.09 .70 .

All manhours include checking out of job storage, handling, and job hauling.

.

.

.43 .54 .57 .66 .79 .90 1.02 1.11 .43 .54 .57 .66 .79 .90 1.02 1.11 .51 .57 .65 .76 1.13 .73 .

.44 .56 .59 .68 .81 .93 1.05 1.15 .44 .56 .59 .68 .81 .93 1.05 1.15 .52 .59 .67 .79 1.17 .75

Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable cartons, measuring and cutting cable, normal securing of cable in position, identifying or "polling out" the conductors and tagging for connection to branch circuits, panel boards, or equipment. Connector manhours include stripping of cable sheath up to 36 inches, placing connector, and making connection. Manhours exclude extensive identification, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

112

BRANGH.

8 I E R V I O B . A N D IP'EIIDIKR W I R I N O

ALUMINUM

SHE&TIlED CABLE AND CONNECTORS

Wiro

81me 8 8 mad 8me, llor

8uapondod

C~otllnl~ (C~onooeJod)

M A N H O U R S P E R F O O T O F CABLE AND E A C H O F C O N N E C T O R S Cable Size

Number of Conductors

14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 10 10 10 10 10 8

2 3 4 5 6 7 9 12 2 3 4 5 6 7 9 12 2 3 4 5 7 3

' Ca b l e l m t a l l a t i o n . . . . Manhours for Height',to 10' 15' 20' i 25'

Connector Installation. Manhours for Height to 25' 10' 15' 20'

r

.048 .054 .061 .074 .088 .101 .120 .138 .053 .060 .068 .081 .100 .120 .144 .169 .061 .068 .074 .089 .129 .081

.052 .058 .066 .080 .095 .109 .130 .149 .057 .065 .073 .087 .108 .130 .156 .183 .066 .073 .080 .096 .139 .087

.054 .061 .069 .083 .099 .113 .135 .155 .060 .067 .076 .091 .112 .135 .162 .190 .069 .076 .083 9100 .145 .091

.056 .062 .071 .086 .102 .117 .139 .160 .061 .069 .079 .094 .116 .139 .167 .196 .071 .079 .086 9103 .149 .094

.37 .46 .49 .57 .67 .77 .87 .94 .37 46 .49 .57 .67 .77 .87 .94 43 49 .56 .64 .97 .62

.40 .50 .53 .62 .72 .83 .94 1.02 .40 .50 .53 .62 .72 .83 .94 1.02 .46 .53 .60 .69 1.05 .67

.42 .52 .55 .64 .75 .86 .98 1.06 .42 .52 .55 .64 .75 .86 .98 1.06 .48 .55 .63 72 9 1.09 .70

.43 .53 .57 .66 .78 .89 1.01 1.09 .43 .53 .57 .66 .78 .89 1.01 1.09 .50 .57 .65 .74 1.12 .72

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks ~r opening cable cartons, measuring and cutting cable, normal secunng of cable m I~Sltlon, Idt:ntifying or "polling out" the conductors and tagging for connection to branch csrcmts, panel boards, or equipment. Connector manhours include stripping of cable sheath up to 36 inches, placing connector, and making connection. Manhours exclude extensive identification, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

BRANCH, ~RVICB,

ALUMINUM

SHEATHED CABLE CONNECTORS

Wire Flst

AND I~RD~R

Slso

0oilingm

8 8 and and

WIHING

118

AND

Smaller

Wall.

(Exposed)

MANHOURS P E R FOOT OF CABLE AND EACH O F C O N N E C T O R S Cable Size

Number of Conductors

14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 10 10 10 10 10 8

2 3 4 5 6 7 9 12 2 3 4 5 6 7 9 12 2 3 4 5 7 3

Cable Installation Manhours for Height t o 10' " 15' 20' 25'

it j

"

Connector Installation Manhours for Height .to L 10' 15' 20' 25' .

.046 .052 .058 .071 .084 .096 .114 .131 .051 .057 .065 .077 .095 .114 .138 .161 .058 .065 .071 .085 .123 .077

.050 .056 .063 .077 .091 .104 .123 .141 .055 .062 .070 .083 .103 .123 .149 .174 .063 .070 .077 .092 .133 .083

.052 .058 .065 .080 .094 .108 .128 .147 .057 .064 .073 .086 .107 .128 .155 .181 .065 .073 .080 .095 .138 .086

.053 .060 .067 .082 .097 .111 .132 .152 .059 .066 075 9 .089 .110 .132 .160 .186 .067 .075 .082 .098 .142 .089

.35 .43 .47 .54 .64 .73 .83 .90 .35 .43 .4 7 .54 .64 .73 .83 .90 .41 .47 .53 .61 .92 .59

.

.

.

.

.

.38 .46 .51 .58 .69 .79 .90 .97 .38 .46 .51 .58 .69 .79 .90 .97 .44 .51 .57 .66 .99 .64

.39 .48 .53 .61 972 .82 .93 1.02 .39 .48 .53 .61 .72 .82 .93 1.01 .46 .53 .60 .69 1.03 .66

.

.

.

.

.

.40 .50 .54 .62 974 .84 .96 1.04 .40 .50 .54 .62 .74 .84 .96 1.04 .4 7 .54 .61 .71 1.06 .68

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable canons, measuring and cutting cable, normal securing of cable in positron, identifying or "polling out" the conductors and tagging for connection to branch circmts, panel boards, or equipment. Connector manhours include stripping of cable sheath up to 36 inches, placing connector, and making connection. Manhours exclude extensive identification, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

ALUMINUM SHEATHED CABLE AND CONNEOTORS Wiro W e U(b and Smaller 0p.n Than or B u Joimt (Expomod) MANHOURS PER FOOT OF CABLE AND EACH OF CONNECTORS -

~~

Connector mt allation Manhours i Heigh 1 20' 25'

:able In size Conductors 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 10 10 10 10 10 8 1

10'

2 3 4

.043 .049 .055 .067 ,079 ,091 .lo8 .124

5

6 7 9 12 2 3 4 5 6 7 9 12 2 3 4

.048

.054 .061 .073 .090 .lo8 .130 .152 .055 .061 .067

5

7 3 -

.080

I

.116 .073

%hours1

15' ,046 ,048 .053 .059

.On .085 .098 .117 .134 .052

.055 .062 .075 .089

.lo2

.121 .139

,054 .061

.058 .066 .079 .097 .117 ,140 .164 .059 .066 .072

.069 .082 .lo1 .121 .146 .171 .062 .069 .075

.125 ,079

.130 ,082

.OM

_ I _

.090

-

.050 .057

.064 .078 .091 .lo5 ,125 .143 .056 ,062 .071

.084

.33 .41 .44 .51

.36 .44 .48 .55

.69 .78

.75 .84 .92 .36 .44 .48 .55 .65 .75

.60

.85

.33 .41 .44 .51

.lo4 .125 .150 .176

.60

.064

.39 .44

.071 ,078 .093 .134 .084

.69 .78

.85

.so

.58 .87 .56

.65

.84

.92 .42 .48 .54 .63 .94 .60

- -

.37 .46 .49 .57 .67 .78

.88

.95 .37 .46

.49 .57 .67 .78 .88 .95 .44 .49 .56

.a .98 .63

.38 .47 .51 .59 .69

.80 .90 .98 .38 .47 .51 .59 .69

.80 .90

.98 .45 .51 .58 .67 1.01

.65

All manhours manhours include include checking checking out out of job job storage, storage,handling. handling, and and job hauling. hauling. All manhours include placing cable coils o r spools on reel stands stands or racks racks or or opening Cable installation cable coils on reel Cable installation cable cartons, cartons, measuring measuring and and cutting cutting cable, cable, normal normal securing of cable in position, identifying or cable "polling out" out" the the conductors conductors and tagging tagging for connection connection to to branch branch circuits, circuits, panel panel boards, boards, or quip. "polling ment. ment. Connectormanhours manhours include stripping strippingof cable cablesheath up up to 36 36 inches. inches.placing placing connector, connector,and making Connector connection. connection. Manhours exclude exclude extensive extensive identification, identification, and and scaffolding. scaffolding. See respective respective tables tables for for these these time time Manhours frames. frames. For heights heightsabove above 25 25 feet feet increase increasemanhours manhours 5% 5% for for each each additional additional 55 feet feet or or fraction fraction thermf. thermf. For

BRANCH.

ALUMINUM

SERVICe.

AND FEEDER

SHEATHED CABLE CONNECTORS

Wire

Size

2 8 and

Bquipment

Connect

VTIRING

115

AND

Smaller

(Exposed)

M A N H O U R S P E R F O O T O F C A B L E AND EACH O F C O N N E C T O R S Cablesize .

14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 10 10 10 10 10 8

.

.

Number of Conductors .

.

.

.

2 3 4 5 6 7 9 12 2 3 4 5 6 7 9 12 2 3 4 5 7 3

.

.

.

.

Cable Installation Manhours for Heigllt to 10' 15' 20' ] :25' .

.

.046 .053 .059 .072 .085 .098 .117 .134 .052 .058 .066 .079 .097 .117 .140 .164 .059 .066 .072 .086 .125 .079

.

.

.

.

.050 .057 .OOl .078 .092 .106 .126 .145 .056 .063 .071 .085 .105 .126 .151 .177 .064 .071 .078 .093 .135 .085

.

.

.

.

.052 .060 .066 .081 .095 .110 .131 .151 .058 .065 .074 .089 .109 .131 .157 .184 .066 .074 .081 .097 .140 .089

'

j

.053 .061 .068 .083 .098 .113 .135 .155 .060 .067 .076 .091 .112 .135 .162 .190 .068 .076 .083 .099 .145 .091 .

.

Connector installation Manhours for Height to 10' 15' 20' 25' .36 .44 .48 .55 .65 .75 .84 .92 .36 .44 .48 .55 .65 .75 .84 .92 .42 .48 .54 .63 .94 .60

.39 .48 .52 .59 .70 .81 .91 .99 .39 .48 .52 .59 .70 .81 .91 .99 i .45 .52 .59 .68 1.02 .65 .

.

.40 .49 .54 .62 .73 .84 .94 1.03 .40 .49 .54 .62 .73 .84 .94 1.03 .47 ..54 .61 .71 1.06 .67

.42 .51 .56 .64 .75 .87 .97 1.06 .42 .51 .56 .64 .75 .87 .97 1.06 .49 .56 .62 973 1.09 .69

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable cartons, measuring and cutting cable, normal securing of cable in position, identifying or "polling out" the conductors and tagging for connection to branch circuits, panel boards, or equipment. Connector manhours include stripping of cable sheath up to 36 inches, placing connector, and making connection. Manhours exclude extensive identification, and scaffolding. See respectwe tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

116

BRANCH. SERVICE, AND FEEDER WIRING

SERVICE SINGLE Silo

AND

FEEDER

WIRING

CONDUCTOR---600

VOLTS

8 6 and L~r~r--Strm~sdmi

Copier

Wire

Rubbor Insul&tod Fox" H o i g h t s

t o "tO F e o t

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED I. Wire Size

2

1 1/0 2/0 3/0 4/0 250 300 350 400 500 750 1000

N u m l ~ r of Wires 2 3 4 6 .031 .037 041 9 9047 057 9 066 9 077 9

6

4

089 9

MCM MCM MCM MCM MCM MCM MCM

,

To SO'

094 9 9100 9106 9115 9124 9165 9201

.036 .043 .047 .054 .066 .076 .089 9 .108 .115 9 .132 .143 .190 .231

.043 9 .057 .065 .079 .091 .106 .123 .130 .138 .146 .159 .171 .228 .277

.056 .066 .074 .084 .102 .118 .138 .160

.169 .179 .190 .206 .222 .296 .361

Runs in L e n g t h ...... 51' to 100' N u m b e r of Wires 2 3 4 6 .029 034 9 038 9

.032 .037 .042

.036 .043 .048

.046 .054 .060

043 9

.047

.054

.068

052 9 061 9 071 9 082 9 086 9 092 9 098 9 9106 9114 9152 9185

.057 .067 .078 .090 .095 .101 .108 .117 .125 .167 .204

.066 .077 .090 .104 .109 .116 .124 .134 .144 .192 .234

.082 .096 .112 .130 .136 .145 .155 .168 .180 .240 .293

.

.

.

.

.

101' to 200' N u m b e r of Wires 2 3 4 6 .027 .032 .035 .040 .049 .057 .066 .077

.029 9 .038 .043 .053 .062 .071 .083

033 039 042 048 059 069 080 093

.040 .047 .051 .059 .072 .083 ,097 .107

.086 .091 .099

.093 .098 .107

104 110 120

.126 .133 .145

081

. 0 8 7 098 119

.107 116

~29 ~s7

142 9 .153 172 .208 . 1 7 3 : 1 8 7 ~ 2 0 9 _:253

Manhours include checking out of job storage, handling, job hauling, placmg wire coils or spools on reel stands or r a c ks or opening wire cartons, fishing r a c e w a y runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type r a c e w ay or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce m a n h o u r s 4 % for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive ~dentification, "ringing-out,'" connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

B R A N C T I , 8 B R V I O m , A N D ]P~IBDBR 3 V I R I N G

SERVICE AND FEEDER SINGLE CONDUCTOR--600

1 17

WIRING VOLTS

S h i n 8 iS a n d L ~ r E r e r - - S t r a ~ d e d

Copper Wire

Rubber Insulated For Heights to 15 Feet MANHOURS PER LINEAR F O O T AND N U M B E R O F W I R E S L I S T E D Wire Size

!

To 50' Number of Wires

;3

4,

6

2'

6

;3

038

o,,,~

io89

4

,0 ,o46 .oss .072

2

'4 51 52 71 83 96 {]2 138 14 24 34 78 17

,051 ,059 ,071 .082 .095 .110 .117 .124 .131 .143 .154 .205 .250

.061 .070 .086 .098 .115 .132 .141 .149 .157 .171 .185 .246 .299

.079 .091 .111 .127 .149 .172 .183 .194 .205 .222 .240 .319 .389

1

1/0 2/0 3/0 4/0 250 30O 350 400 500 750 1000

MCM MCM MCM MCM MCM MCM MCM

Runs in Length 51' to 100' Number of wires

....

3

4

6

.03( o3~ o~c 0~

.033 o,,~

.038 0,7

.04 os

.o,,

os~

o~

082

089

07

.06~ .07~ .0,~

.072 .084 097

.082 .096 ~

.10 .12

09,

103

~9

.~ .10~

.lo9 .116

.125 .133

~,, .is .16

.28~

~ .28 .~1

os~

.,,, .~2~ .~r .2~

0~

.~2s ~38 .~80 .220

o72

.x,, ~6 .20~

09

~3

.~8

2

101' tO 200' Number of Wires

3

ois .o;o o34 .037 o3..o41 o,, o48 o83 .os7

.061 .071 .083 .088 .093 .098 .107 .115 9153 9187

.066 .077 .090 .095 .100 .106 .116 .124 .165 .202

4

6

io~,

o~ .o41 o4o o83 ~

oso os,~ o~ 078

.074 .086 .100 .106 .112 .119 .129 .139 .185 .226

.089 .104 .121 .129 .136 .143 .157 .168 .224 .274

Manhours include checking out of job storage, handling, job hauling, placing w~re coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or"polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out,'" connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

118

BRANCH,

8HRVICI,

AND FHRDBR

SERVICE SINGLE

AND

WIRING

FEEDER

WIRING

CONDUCTOR--600

VOLTS

fJiso 8 8 a n d L e , r g e r - - - S t r ~ a d l d Rubber

Coppor Whm

Insul&tod

For Hoighm

to ~0 Foot

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED Runs in Length Wire Size 6

4

2 1 1/0 2/0 3/0 4/0 250 300 350 400 500 750 1000

MCM MCM MCM MCM MCM MCM MCM

To SO'

51' to 100'

Number of Wires 2 3 4 6

N u m b e r of Wires

.034 9042 046 9 053 9 064 9 074 9 086 9 9100 9106 9112 9119 9129 9139 9177 .226

.039 .048 .053 .061 .074 .085 .099 .115 .122 .129 .137 .148 .160 .204 .260

.047 .058 .063 .073 .088 .102 .119 .138 .146 .155 .164 .178 .192 .244 .312

. _

.061 9 .083 .095 .115 .133 .154 .179 .190 .201 .213 .231 .249 .318 .405 .,.

~2

3

4

9031 039 9 042 9 9049 059 9 .068

9 .043 .046 .054 .065 .075

.039 .049 .053 .062 .075 .086

.049 .062 .066 .077 .093 .108

.079

.087

.100 .~as

.092 .098

.101 .108

.116 .124

.145 .155

.109

.120

.138

.172

.128 .163 .208

.141 .179 .229

.162 .206 .263

.202 .258 .329

,

6" ,,

.~03 .~13 .130 .~63 .~9

.~31 .~5~ .188

,

, i

101' to 200' Number of Wires

2

3

4

6

.029 .036 .040 .046 .055 .064 .074 9 .091 .096 9 .111 9 .152 9

031 9 .039 .043 .050 .059 .069 080 9 .093 .098 .104 110 9 9120 .130 9164 210 9

.035 .044 .048 .056 .O67 .077 .090 .104 .110 .116 .123 .134 .145 .184 .235

.042 .053 .059 .067 .080 .094 .108 .126 .133 .141 .149 .162 .176 .222 .284

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4 % for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

BRA~OH,

SERVICE SINGLE

AND

BIlItRVIOII~, ,AND F H H D H R ~ N I R I N G

FEEDER

V~RING

CONDUCTOR--600

Shse 8 6 and Larger--Stranded Rubber

119

VOLTS Copper

Wire

Insulated

For Heights

to 85 Foot

MANHOURS PER LINEAR F O O T AND NUMBER OF WIRES L I S T E D Wire Size 6 4 2 I I/0 2/O 3/0 4/0 250 300 350 400 500 750 I000

MCM MCM MCM MCM MCM MCM MCM

To 50' Number Of Wires 2 3 4 6 035 9 .043 .047 055 9 .066 076 9 089 9 9103 .109 .115 9123 133 .143 9182 .233

.040 .049 .054 .063 .076 .087 .102 .118 .125 .132 .141 .153 .164 .209 .268

.048 .059 .065 .076 .091 .105 .123 .142 .150 .159 .170 .184 .197 .251 .322

.063 .077 .084 .099 .118 .136 .160 .185 .196 .206 .221 .239 .257 .327 .418

Runs in Length 51' to 100' Number of Wires 2 3 4 6 .032 .o4o

.035 .044

.040 .081

.o54

.068

.0st .061 .070 .082

.o86 .067 .077

.o9o .~os .~t

.o68 .077 .089

.~04 .~2o .t27

.oat .096 .111 .t30

.106 .113

.117 .124 .t34 .145 .184 .235

.134 .143 .ts4 .167 .211 .271

.043

.o95 .100

.~22 .132 .167 .214

.047

.051 .063

.tso .ts8

.168 .179 .t93 .209 .264 .338

101"to 2 0 0 ' Number of Wires 2 .... 3 416 .030 .037 .040 .047 .057 .065 .077 .089 .094 .099 .106 .114 .123 .157 .200

.032 .040 .043 .051 .062 .070 .083 .096 .102 .107 .114 .123 .133 .170 .216

.036 i .044 .045 .054 .048 I 089 .0571.069 .069 .083 .079 .095 .093 .107 .108 .130 .114 .138 .120 .145 .128 .155 .138 i .167 .149 .180 9190 .230 .242 .293

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire mto conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the ctrcuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installatton to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch ctrcuit, panel board or equipment, and scaffolding. See respecttve tables for these time requtrements. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

120

~ G H ,

~RVICH,

AND IrHRDHR W~LINQ

SERVICE AND FEEDER WIRING SINGLE CONDUCTOR---600 VOLTS Sise

8 6 stud Lazger--Stranded

Rubber

Aluminum

Wire

Insulated

For Heights

to 10 Feet

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED Wire Size 6

4 2

1 1/0 2/0 3/0 4/0 250 300 350 400 500 750 1000

MCM MCM MCM MCM MCM MCM MCM

To s0'

Number of Wires 4 6 3 2 .029 .035 .039 .042 .053 .059 .069 .080 .084 .090 .096 .101 .104 .142 .175

.033 .040 .045 .048 .061 .068 .079 .092 .097 .104 .110 .116 .120 .163 .201

.040 .048 .054 .O58 .073 .081 .095 .110 .116 .124 .132 .139 .144 9196 .242

.052 .063 .070 .075 .095 .106 .124 .144 .151 .161 .172 .181 .187 .255 .314

Runs in Length 51' to 100' N u m b e r of Wires 2 3 4 6 .027 032 9 036 9 039 9 049 9 054 9 063 9 074 9 077 9 083 9 .088 092 9 096 9 9131 9161

9 .034 .035 .040 .040 .046 .043 .049 .054 .062 .059 .068 .069 .080 .081 .094 .085 .097 .091 .105 .097 .III .101 .116 .106 .121 .144 .166 .177 .204

.043 .051 .060 .002 .077 .085 .100 .117 .122 .131 .139 .145 .152 .207 .255

101' to 200' Number Of Wires 2 3 4 6

025 9 030 9 034 9 036 9 046 9 9051 .059 069 9 .072 077 9 .083 9087 089 9 .122 9151 ,

.027 .032 .037 .039 .050 .055 .064 .075 .078 9 .090 .094 .096 .132 .163

.030 .036 .041 .044 .056 .062 .071 .083 .087 .093 .100 .105 .108 .148 .183

.037 .044 .050 .053 .067 .075 .086 .101 .105 .113 .121 .127 .130 .179 .221

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

BRANCH, 8BRVI~,

SERVICE SINGLE

AND

A N D ]P'IBEDHR ~ 7 1 R I N G

FEEDER

WIRING

CONDUCTOR--000

VOLTS

811o # 6 and L~rger--Str&ndod Rubbor

121

Aluminum

Wke

Insul&tod

For Hoightl

to 15 Foot

MANHOURS P E R LINEAR FOOT AND NUMBER OF WIRES L I S T E D Wire

Size 6

4

2

1 1/0 2/0 3/0 4/0 250 MCM 3O0 MCM 350 MCM 400 MCM 500 MCM 750 MCM 1000 MCM

Runs in L e n g t h 51' to 100' Number of Wires

"To 50'

Number of Wires 3 4 6 2 .031 .038 .042 .045 .057 .064 .075 .086 .091 .097 .104 .109 .112 .153 .189

.036 .044 .048 .052 .066 .074 .086 .099 .105 .112 .120 .125 .129 .176 .217

.043 .052 .058 .062 .079 .088

.056 .068 .075 .081 .t02 .115

9~04 .~9

.~3s

2

3 .032 .039 .043 .045 .os7 .065 .o76 .087 .092 .098

"

..4

6

9 .044 .049 .052 .o66 .075 .087

.046 .055 .062 .065 .082 .093

.027 .033 .036 .039 .049 .055

.~00

.~09 .~2s

.06s

.106 .113

.133 .141

.126 .134

~s4 .163 .174

9 .035 9 .041 .os2 .059 .o69 .079 .084 .089

.:44

.~87

.o96

.~06

~2~

.~s2

.150 .~s5 .211 .261

.196 .201 .274 .339

.100 .~03 .141 .174

.111 .~13 .155 .191

.127

.158 .~63 .223 .275

.130 .178 .220

10i'

to2O0'

Number o fWires 2 3 '4 ........ 6

.074 .078 .083 .o89 .094 .o96 .132 .163

.029 .036 .039 .042 .053

059 9 .070 080 9 .084 .090 .096 .102 .104 .143 .176

.033 .040 .044 .047 .059 .067 .079 .090 .094 .100 .108 .114 .116 .160 .197

9 .048 .053 .057 .072

.080 .095 .108 .114 .121 .130 .138 .141 .193 .239

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire canons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire Installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

122

BILkNOB. 8ERVICII. AND I~IEDER

WIRING

SERVICE AND FEEDER WIRING SINGLE CONDUCTOR--600 VOLTS Biso 8 6 and LlrKor--Strandod Rubbor

Aluminum

Wiro

Insul&tod

For Heights

to 20 Feet

MANHOURS P E R LINEAR FOOT AND NUMBER O F WIRES L I S T E D

su. Wire Size

To 50' Number of Wires 2 3 4 6 .032 040 9

6 4

.

.

.

.037 .046

.044 .055 .065 .081 .092 .108 .123 .131 .139 .149 .156 .160 .219 .272

2

094 4

.051

1

.047 059 9 067 9 078 9 089 9 095 9 9101 9108 9113 9116 9159 9197

9 .068 .077 .090 .102 .109 .116 .124 .130 .133 .183 .227

I/0 2/0 3/0 4/0 250 MCM 300 MCM 350 MCM 4OO MCM 5OO MCM 75O MCM I000 MCM .

.

.

.

.061

.057 .072 .079 .084 .106 .120 .140 .160 .170 .181 .194 .203 9 .285 .353

.

.

2 .

!n Len h

,,

51' to 100' Number of Wires .

029 9 037 9 .040 .043 .054 .062 .072 .082 .O87 .092 .099 .104 .108 .146 .181

3

4

6

.032 .041 .044 .047 .059 .068 .079 .090 .096 .101 .109 9 .119 .161 .199

.037 .047 .051 9 .068 .078 .091 9 .110 .116 .125 .132 .137 .185 .229

.046 .059 .063 .068 .085 .098 .114 .130 .138 .145 .157 .164 .171 .231 .286

"

101' t o 200' Number of Wires 3 4 6 2 .O28 .034 .038 .040 9 9 .067 .077 .082 .087 .093 .097 .100 .137 .169

.030 .037 .041 .043 .055 .063 .072 .083 .089 .094 .100 .105 .108

.034 .041 .046 .048 9 .070 .081 .093 .099 .105 .112 .117 .121

.148

.166

.183

.204

.041 .050 .056 .059 .075 .085 .098 .107 .120 .127 .136 .142 .146 .201 .247

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time 9 Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

BRANCH. SERVICE. AND FEEDER g~IRING

SERVICE SINGLE 81se

AND

FEEDER

WIRING

CONDUCTOR--600

8 6 end Lsa'g~or--Strsndod Rubbm"

128

VOLTS Aluminum

Wiro

Insulated

For Holghto

to 25 Feet

M A N H O U R S P E R L I N E A R F O O T AND N U M B E R O F W I R E S L I S T E D To 50'

Wire Size 2 .

1 1/0 2/0 3/0 4/O 250 300 350 400 5O0 750 1000

NumberOfWires .

.

033 9 041 9 045 9 .048 061 9 069 9 080 9

6

4

MCM MCM MCM MCM MCM MCM MCM . . . . .

.... '

099 2

.

.

3

.038 .047 .052 .055 .070 .079 .092 .106

4

.046 .057 .062 .066 .084 .095 .110 .127

6

.059 .074 .081 .086 .109 .124 .144 .165

.113

.135

.176

111 9

.128

.153

.199 .213

.120

.144

9116

.133

.160

I91 9

.137

.164

9164 203 9

.189 .233

.226 .280

Ru~,n~n~h 51' to 100'

.187

.208 .294 .364

,,

Number of Wires 2 3 4 6 J

099 8

190 4

,

.030 038 9 .041 .044 .056 .063 .074 085 9 .090 .096 9102 9108 9109 9151 9187

.033 .042 .045 .048 .062 .069 .081 .094 .099 .106 .112 .119 .120 .166 .206

.038 .048 .052 .056 .071 .080 .094 .108 .114 .121 .129 .137 .138 .191 .237

,

,

.041 .060 .065 .070 .089 .100 .117 .134 .142 .152 .161 .171 .172 .239 .296

2

'

"

101' to 200' N m n b e r of Wires

9028 .035 .039 .041 9052 9059 069 9 079 9 084 9 089 9 095 9 9100 9102 .141 9175

3

.030 .038 .042 .044 .056 .064 .075 .085 .091 .096 .103 .108 .110 .152 .189

4

b,

.034 .042 .047 .050 .063 .071 .083 .096 .102 .108 .115 .121 .123 .171 .212

'"

6 .041 9 .057 .060 .076 .086 .101 .116 .123 .130 .139 .146 .149 .206 .256

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4 % for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements. F o r heights above 25 feet increase manhours 5qb for each additional 5 feet or fraction thereof.

1B4

BRANCH, 8BRVICI,

~qD

]P'/IIBDmlq W T t q / N O

SERVICE AND FEEDER WIRING SINGLE CONDUCTOR--600 VOLTS Silo

m 0 and

I~gor--Stremdod

Ooppor

Thomoplsstio

Insuh&tod

Hoights

to 10 Foot

For

Wire

MANHOURS P E R LINEAR FOOT AND NUMBER O F WIRES L I S T E D Wire Size 6 4 2 1 1/0 2/0 3/0 4/0 250 300 350 400 500 750 1000

MCM MCM MCM MCM MCM MCM MCM

To 50' Number of Wires 2 3 4 6 .029 .035 .037

.033

.040

.052

.040

.048

.063

042 9

.048

.058

.075

053 9 062 9 .072 084 9 .090 095 9 .100 9110 9117 9158 9190

.061 .071

.073 .086

.083

.099

.097 .104 .109 .115 .127 .135 .182 .219

.116 .124 .131 .138 .152 .161 .218 .262

.095 .111 .129 .151 .161 .170 .179 .197 .210 .283 .341

.043

9

.066

..,

Runs in Length 51' to 100' Number of Wires 4 6 3 2 .027 .032 .034 .039 .049 .057 .066 .077 .083 .087 .092 .101 .108 .145 .175

.030 .035 .037 .043 .054 .063 .073 .085 .091 .096 .101 .111 .119 .160 .193

.034 .040 .043 .049 .062 .072 .083 .097 .105 .110 .116 .128 .137 .183 .221 ..,

.043 .051 .054 .062 .077 .090 .104 .122 .131 .138 .145 .160 .171 .229 .277

101' to 200' Number of Wires 2 3 4 6 .

.

.

.

.025 .030

.027 .032

.030 .036

.037 .044

032 9 036 9

.035 .039

.039 .044

.047 .053

046 9

9

.053

.057

.064

9

.078

062 9 072 9 077 9 082 9 086 9 095 9 9101 9136 9163

.067 .078 .083

.075 .087 .093

9

.099

.093 .103 .109 .147 .176

.104 .115 .122 .165 .197

.091 .105 .113 .120 .126 .139 .148 .199 .239

.

,

.067

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire canons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

BRANCH,

BHRVICH, AND FHHDHR

SERVICE AND FEEDER SINGLE CONDUCTOR--6OO 8iso

8 6 and Lazgor--Strsnded Thermoplastlo For Holghts

VglRING

125

WIRING VOLT~ Copper Wire

Insulated to 15 F~t

M A N H O U R S P E R L I N E A R F O O T AND N U M B E R O F W I R E S L I S T E D Wire Size 6

4 2

1

1/0 2/0 3/0 4/0 250 300 350 400 500 750 1000 .

.

.

MCM MCM MCM MCM MCM MCM MCM .

.

.

To 50' N u m b e r of Wires ..... 2 3 4 6 .

.031 9038 040 9 045 9 057 9 .067 078 9 091 9 097 9 9103 9108 9119 .126 9171 205 9

.

.036 .044 .046 .052 .066 .077 .090 .105 .112 9 .124 .137 .145 .197 .236

.

.043 .052 .055 9 .079 .092 .108 .126 .134 .142 .149 .164 .174 .236 .283

9 .068 9 9 .102 .120 .140 .163 .174 .185 .194 .213 .226 .307 .368

Runs in Length '51' to 100' Number of Wires 2 3 4 6 .029 .o35 .037 .041 .052 .062 .072 .084

.032 .039 .041 .048 .057 .068 .079 .092 .098

.036 .o44 .047 .082 .066 .078 .091 .106 .~3

.046 .oss .059 .068 .082 .098 .114 .133 .~4~

.109 .116 .157 .189

.120 .128 .173 .208

.138 .147 .199 .239

.172 .183

.089 .o95 .lo5 .~2o .~5o .099 .~o9 .125 .~87 .248 .299

. . . . . 101' to 2 0 0 ' N u m b e r of Wires 4 2 3 .027 .033 .034 .039 .049 .058 .067 .078 .O83 .089 .093 .102

.108 .147 .176

.029 .036 .037 .042 .053 .063 .072 .084 .090 .096 .100 .110 .117 .159 .190

.033 .040 .041 .047 .059 .070 .081 .094 .100 .108 .112 .123 .131 .178 9

6 .040 .048 .050 .057 .072 .085 .098 .114 .121 .130 .136 .149 .158 9 .258

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4 % for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

B R A N G H , WBRVI~'IB, A N D I ~ I B D H R W I R I N G

126

SERVICE SINGLE

AND

~'I]BING

FEEDER

CONDUCTOR--600

fJlno 8 @ and

VOLT8

Largor---fJU.a~dod

ThormoplmrUo For

Coppor

Wix~

Insulated

Heights

to 20 Poet

MANHOURS P E R LINEAR FOOT AND NUMBER OF WIRES L I S T E D '

Wire Size 6 4

2 1

1/0 2/0 3/0 4/0 250 MCM 3OO MCM 350 MCM 400 MCM 500 MCM 750 MCM 1000 MCM .

Runs in Length

'

-To 50' Numl~er of W~es 2 3 4 6 .032 .040 .042 .o47 .os9 .070 .081 .09s .101 .107 .112 .124 .131 .178 .213

I

.037 .044 .046 .oss .0..os8 .os4 .06s .06s .081 .081 .097 .093 .112 .~09 .131 .116 .139 .123 .148 .129 .lss .143 .171 .151 .181 .205 .246 .245 .294

.057 .0~2 .07s .084 .106 .126

51' to 100'

101' to 200 ~

N umber of'Wires ' 3 '4 6 2

Number o f W i r e s 2 3 4 6

.029 .037 .039 .043 .054 .064 .145 .075 . ~ 0 .087 .181 .092 .192 .098 .2ol .103 .222 .114 .235 .121 .319 .164 .3821 .196

.032 .041

.037 .047

.043

.049

.047

.054

.059

.068

.070

.081

.083 .096 .101

.095 .110 .116

.108 .113 .125 .133 9180 .216

.124 .130 .144 .153 .207 .248

.046 .059 .062 .068 .085 .101 .119 .138 .145 .155 .163 .180 .191 .259 .310

.....

028 9

034 9

.030

.037

.034 .041

.041

036 9 040 9

.039 .043

.053 .059

.051

.055

.060

.065

.044 .048 .062 .073

.070 .082 .087 .092

.076 .089 .094

.oss .099 .105

.~02 .~20 .127

.~29 .137 .185 .221

.~4~ .~87 .165 .224 .268

.o96

.~o7 .113 .153 .!83

.o99 .~04

.~6 .122 .165 .198

.~ .~6

.050

.075 .088

.~3s

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other puU-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or O-wire instaUation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

B R A N C H , 8HRVIC]B, A N D F E E D E R ~ I R I N G

127

SERVICE AND FEEDER WIRING SINGLE CONDUCTOR--600 VOLTS 8|1@ at 6 a n d L s ~ r g o r - - S t r s n d e d Th|

Copper Wire

lnsul&t~d

F o r H e i g h t m to 2 5 F o o t M A N H O U R S P E R L I N E A R F O O T AND N U M B E R O F W I R E S L I S T E D Wire Size .

6 4 2 1 I/0 2/0 3/0 4/0 250 MCM 300MCM 350MCM 400 MCM 500MCM 750 MCM IO00MCM

R u n s in L ~ r t h 51' to 100' i, , Number of ~Vires 2 3 4 6

To 50' N u m b e r of Wires 2 3 4 6 .

.033 .041 .043 .048 .061 .072 .083 .098 .104 .110 .115 .128 .135 .183 .219

.

.

.038 .047 .049 .055 .070 .083 .095 .113 .120 .127 .132 .147 .155 .210 .252

.

.

.

.046 .057 .059 .066 .084 .099 .115 .135 .144 .152 .159 .177 .186 .253 .302

.059 .074 .077 .086 .109 .129 .149 .176 .187 .197 .206 .230 .242 .328 .393 .

.

.

.

.

030 9 038 9 040 9 .044 056 9 066 9 076 9 9090 096 9 9101 .106 9118 9124 .168 9201

.033 .042 .044 .048 .062 .073 .084 .099 .106 .111 .117 .130 .136 .185 .221

.038 .048 .051 .056 .071 .083 .096 .114 .121 .128 .134 .149 .157 .213 .254 .

.

.

.

.041 .060 .063 .070 .089 .104 .120 .142 .152 .160 .168 .187 .196 .266 .318 .

....

I'01' to 200' N u m b e r of Wires 4 6 2 3 .

.

.

.

.028 .035 .037 .041 .052 .062 .071 .084 .089 .095 .099 .110 .116 .157 .I 88 .

.030 .038 .040 .044 .056 .067 .077 .091 .096 .103 .107 .119 .125 .170 .203

.034 .042 .045 .050 .063 .075 .086 .102 .108 .115 .120 .133 .140 .190 .227

.

.

.

.

.041 .051 .054 .060 .076 .091 .104 .123 .130 .139 .145 .161 .170 .230 .275

. . . . . . .

Manhours include checking out of job storage, handling, job hauling, placing wire coils or s tools on reel stands or racks or opening wire canons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4 % for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connecuon to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements. F o r heights avove 25 feet increase manhours 5 % for each additional 5 feet or fraction thereof.

128

BRANCh.

SHRVICII, AND ~DBR

SERVICE SINGLE Siso

8 6 and

AND

WTRINO

FEEDER

WIRING

CONDUCTOR--800 Larger--Stranded Thormoplastio

For Heights

VOLTS Aluminum

Wire

Insulated

to 10 Feet

MANHOURS P E R L I N E A R F O O T AND NUMBER O F WIRES L I S T E D Wire Size 6 4 2 1 I/0 2/0 3/0 4/0 250 MCM 300 MCM 350 MCM 400 MCM 5O0 MCM 750 MCM 1000 MCM ,

.

To 50' Number of Wires 4 6 2 3 .027 .033 .035 .038 .049 .055 .065 .076 .081 .085 .092 .096 .098 .133 .165

.031 .038 .040 .044 .056 .063 .075 .087 .093 .098 .106 .110 .113 .153 .190

.037 .046 .048 .052 .068 .076 .090 .105 .112 .117 .127 .132 .135 .184 .228

.048 .059 .063 .068 .088 .099 .117 .136 .145 .152 .165 .172 .176 .239 .296

Runs in Length 51' to 100' Number of Wires 2 3 4 6 .025 030 9 032 9 035 9 045 9 051 9 060 9 070 9 075 9 078 9 .085 088 9 090 9 9122 9152

.028 .033 .035 .039 .050 .056 .066 .077 .083 .086 .094 .097 .099 .134 .167

.032 .038 .040 .044 .057 .065 .076 .089 .095 .099 .108 .111 .114 .154 .192

.040 .041 .051 .055 .071 .081 .095 .111 .119 .123 .134 .139 .142 .193 .240

101' to 200' Number of Wires

2

3

4

6

.023 .o28

.02s .030

.029 .034

.034 .041

.030 .033 .042 .047 .os6 .065 .070 .073 .079

.032 .036 .045 .051

.036 .040 .051 .057

.083

.070 .070 .079 .085

.o9o

.079 .085 .088 .096

.084 .114 .142

.091 .123 .153

.102 .138 .172

.044 .048 .061 .069 .082 .095 .102 .107 .116 .~2~ .123 .167 .208

.060

.068

.1oo

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

B R A N O H , fJBRVICT, .4/fl) IFBBDBR IFJ[RING

120

SERVICE AND FEEDER WIRING SINGLE CONDUCTOR--600 VOLTS 81no

J 8 end

Lma-Ker--Straadod Thormoplamtio

Aluminum

Wiz'o

lnsulatod

For Hedshta

to 15 Feet

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED .

Wire Size 6 4 2 1 1/0 2/0 3/0 4/0 250 300 350 4O0 500 750 1000

MCM MCM MCM MCM MCM MCM MCM

.

.

.

.

.

.

.

.

.

.

.

.

.

.

Runs m t,e ,th 51' to 100'

.

.....

To gO' . . . . . . . . . . . . N u m b e r of ~Vires ..... 2 3 4 6

.029 .036 .038 .041 053 9 .059 .070 .082 087 9 092 9 099 9 9104 9I06 9144 9178

.033 .041 .044 .047 .061 .068 .081 .094 .100

.040 .050 .052 .057 .073 .081 .097 .113 .120

.I06

.127

.114 .120 .122 .166 .205

.137 .144 .146 .199 .246

.052 .065 .068 .074 .095 .106 .126 .147 .156 .165

.178 .187 .190 .258 .319

N u m b e r of Wires 2 3 4 6 .027 .033 9035 .038 049 9 .054

.030 .036 .039 .042 .054 .059

075 9 080 9 085 9 091 9 096 9 098 9 9132

.083 .088 .094 .100 .106 .108 .145

.034 .042 .044 .048 .062 .068 .081 .095 .101 .108 .115 .121 .124 .167

096 4

.070

164 9

.180

.207

.043 .052 .055 .060 .077 .085 .101 .119 .127 .134 .144 .152 .155 .209 .259

1 0 i ' to 200' ' N u m b e r of Wires ,? ....

.025 .031 .033 .O35 .046 .051 .O6O .071 .075 .079 .085 .089 .091 9124 9153

'

3

4

6

.027 .033 .036 .038 .050 .055 .O65 .077 .081 .085 .092 .096 .098 .134 .165

.030 .037 .040 .O42 .056 .062 .073 .086 .091 .096 .103 .108 .110 .150 .185

.037 .045 .048 .051 .067 .075 .088 .104 .110 .116 .124 .130 .133 .181 .224

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire canons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4 % for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

180

~

~

.

~?IRINQ

8U!RVI0]B, A N D ~ D H R

SERVICE AND FEEDER glNGLE CONDUCTOR--600 Siae

8 6 and

Laa'gm'--Strmadod Thormopl~o

WIRING VOLTS Wire

Aluminum

Inmzlated

For Hoighm

to 20 F~t

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES L I S T E D Wire Size 6 4 2 1 1/0 2/0 3/0 4/0 250 MCM 300 MCM 350 MCM 400 MCM 500 MCM 750 MCM 1000 MCM

To 50' Number of Wires 4 6 2 3 .O30 .037 .039 .043 .055 .061 .073 .O85 .090 .096 .103 .108 110 .150 .185

.O34 .043 .045 .049 .063 .070 .084 .098 .104 .110 .118 .124 .127 .173 .213

.041 .051 .054 .059 .076 .084 .101 .117 .124 .132 .142 .149 .152 .207 .255 .

.

.

.

.

.O54 .066 .070 .077 .099 .109 .131 .152 .161 .172 .185 .194 .197 .269 .332 .

2

Runs in Length 51' to 100' Number of Wires

.028 .034 .036 .040 .051 .056 .067 .078 .083 .o88 .o98 .099 .101 .138 9170

101' to 200; Number of Wires

3

4

6

2

.031 .037 .040 .044 .056 .062 .074 .086 .o91 .o97 .los .109 .111 .152 .187

.035 .043 .046 .051 .065 .071 .085 .099 .lo5 .111 .z2o .125 .128 .175 .215

.044 .054 .060 .063 .081 .089 .106 .123 .131 .139 .tso .157 .160 .218 .269

.026 .032 .034 .037 .047 .052 .063 .073 .077 .083 .089 .093 .095 .129 .159

, , ,

3

.

.

.028 .035 .037 .040 .051 056 9 .068 .079 .083 .090 .096 .100 .103 .139 .172

4

6

.031 .039 .041 9 .057 .063 .076 .088 .093 .100 .108 .112 .115 .156 .192

.038 .047 .050 .054 .069 .076 .092 .107 .113 .121 .130 .136 .139 .189 .233

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire cartons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identif~ng or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements.

BRANOH,

8HRVICH,

AND FHHDHR

SERVICE AND FEEDER SINGLE CONDUCTOR--600 8hso

J @ mad L~gor--Straadod Thermoplsmtio For

WIRING

181

WIRING VOLTS Aluminum

Wlz~

Insulated

Heights

to B5

Feet

MANHOURS PER LINEAR FOOT AND NUMBER OF WIRES LISTED

6 4

2 1

1/0 2/0 3/0 4/0 250 300 350 400 500 750 1000

MCM MCM MCM MCM MCM MCM MCM

51' to lOO' N tuber of Wires "

%50'

Wire Size

Number of W ~

I01'to200

'~

Number of Wires

2

3

4

6

2

3

4

6

2

.031 .038 040 9 044 9 057 9 063 9 075 9 088 9 093 9 .099 9106 9111 9113 9155 9191

.036 .044 .046 .051 .066 .072 .086 .101 .107 .114 .122 .128 .130 .178 .220

.043 .052 .055 .061 .079 .087 .104 .121 .128 .137 .146 .153 .156 .214 .264

.056 .068 .072 .079 .102 .113 .135 .158 .167 .178 .190 .199 .203 .278 .343

.029 .035 .037 .O40 .052 .058 .069 .081 .086 .091 .098 .102 .104 .143 .176

.032 .039 .041 .044 .057 .064 .076 .089 .095 .100 .108 .112 .114 .157 .194

.036 .044 .047 .051 .O66 .073 .087 .102 .109 .115 .124 .129 .132 .181 .223

.046 .055 .059 .063 .082 .092 .109 .128 .136 .144 .155 .161 .164 .226 .278

.027 033 9 034 9 038 9 049 9 .054 9065 076 9 080 9 9085 .091 095 9 097 9 9133 .164

' "

3

4

6

.029 .036 .037 .041 .053 .058 .070 .082 .086 .092 .098 .103 .105 .144 .177

.033 .040 .041 .046 .059 .065 .092 .092 .097 .103 .110 .115 .I17 .161 .198

.040 .048 .050 .056 .072 .079 .095 .111 .117 .124 .133 .139 .142 .195 .240

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks or opening wire canons, fishing raceway runs, attaching wire to fish tape or other pull-in means, measuring and cutting wire, pulling wire into conduit type raceway or duct, or pull-out and lay wire into wireways or channels, identifying or "polling out" the circuit conductors, and tagging for connections to branch circuits, panel boards, or equipment. If duplicate pulls above 6 are made reduce manhours 4% for each 2-, 3-, 4-, or 6-wire installation to compensate for equipment set-up time. Manhours exclude extensive identification, "ringing-out," connection to branch circuit, panel board or equipment, and scaffolding. See respective tables for these time requirements. F o r heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

18B

BRANCh. illmV][~,

A N D ]P'MIBDIBR ~TJll~ING

CONNECTORS

AND LUGS

MANHOURS EACH

Wire Size

U-Bolt Connector Tape Wrapped

6 4 2

0.66 0.77 0.88

1

1.27 1.38

1/0 2/0 3/0 4/0 250 MCM 300 MCM 350 MCM 400 MCM 500 MCM 750 MCM 1000 MCM

1.65 1.93

2.20 2.75 3.00 3.3b 3.85 4.40 5.50 6.60

Manhours Required for Items Listed 2-Way Bolt Compression Lug Connector Tape Wrapped 0.55 0.66 0.77 1.10 1.27 1.38

1.65 1.93 2.20 2.48 3.00 3.30 3.85 4.40 5.50

0.33 0.33 0.33 0.66 0.83 0.99 1.21 1.38 1.71 1.93

2.10 2.20 2.53 3.85 4.40

Compression Lug 0.28 0.28 0.28 0.55 0.72 0.83 0.99 1.10 1.38

1.65 1.76 1.93 2.20 3.03 3.58

Manhours include checking; out of job storage, handling, job hauling, and installing items as listed. Manhours exclude installation of wire, t a g ~ , and scaffolding. See respective tables for these time frames.

BR.4J4CH. 8 H R V I C H , A N D I I ~ H D I I R W I R I N G

WIRE

VERTICAL

RISER

188

SUPPORTS

MANHOURS EACH Size (Inches)

2-4-Wire Support Conduit Fitting

5- and More Wire Support Conduit Fitting

Wood Wedge Cable Support

1-1/4 1-1/2 2 2-1/2 3 3-1/2 4 5 6

0.94 1.21 1.82 2.42 3.03 3.63 4.68 5.78 7.15

1.I0 1.38 1.98 2.75 3.30 4.13 5.23 6.60 8.25

0.55 0.83 1.10 1.65 2.20 2.75 3.85 4.95 6.60

Manhours include checking out of job storage, handling, job hauling, and installing items as listed on conduit termination, in pull boxes or panel cabinets. Manhours exclude installation of wiring, tagging, and ~ o l d i n g . See respective tables for these time frames.

184

~OJE[,

~RVIOHo

SERVICE

AND ]L~RDBR WIRING

AND FEEDER WIRE MATERIALS

GROUNDING

MANHOURS FOR UNITS LISTED Item and Description Ground Clamps Ground Clamps Ground Clamps Ground Clamps Ground Clamps Ground Straps Ground Straps Ground Straps-Perforated Ground Clamp with 1/2" Conduit Hub Ground Clamp with 1/2" Condmt Hub Ground Clamp with 1/2" Condmt Hub Ground Clamp with 3/4" Conduit Hub Ground Clamp with 3/4" Conduit Hub Ground Clamp with 3/4" Conduit Hub Ground Clamp with 1" Conduit Hub Ground Clamp with 1" Conduit Hub Ground Clamp with 1" Condmt Hub Ground Rods Ground Rods Ground Rods Ground Rods Ground Rods Ground Rods Ground Rods Ground ROd Clamps Ground ROd Clamps Ground Rod Clamps Ground Rod Clamps Ground Rod Clamps Solid Bare Copper Wire Solid Bare Copper Wire Stranded Bare Copper Wire Stranded Bare Copper Wire Stranded Bare Copper Wire Stranded Bare Copper Wire Stranded Bare Copper Wire

Size

Unit

Manhours

1/2"-I" 1-I/4"-2" 2-I/2"-3-I/2" 4"-5" 6" 3/8"-I" 3/8"-2" 3/4" 1/2"-1" 1-1/4"-2" 2-1/4"-4" 1/2"-1" 1-1/4"-2" 2-1/2"-4" 1/2"-1" 1-1/4"-2" 2-1/4"-4" 3/8"x5'0" 1/2"x5'0" 1/2"x8'0" 5/8"x8'0" 5/8"xl 0'0" 3/4"xl 0'0" l"xlO'O" 3/8" 1/2" 5/8" 3/4" 1" #8 #6 #4 #2 #1/0 #2/O #3/0

Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft.

1.10 1.93 2.75 3.85 4.40 0.55 0.83 0.83 1.65 2.48 3.30 1.93 2.75 3.58 2.20 3.03 3.85 1.10 1.10 1.65 1.65 2.20 2.30 4.40 0.83 1.1Q 1.38 1.65 1.93 0.02 0.03 0.04 0.05 0.06 0.07 O.O8

Manhours include checking out of job storage, handling, job hauling, and installing items as outlined for grounding conductors. Manhours exclude installation of service and feeder wiring, tagging, and scaffolding. See respective tables for these time frames.

B R A N O H , 8 1 R V I C H , A N D IP'IBIBDHR W I R I N G

MINERAL

INSULATED Wire

Wood

or Metal

Sbm

SHEATHED

185

CABLE

m @ mad Larger

]L~mmo C o n s t r u o t l o n

(Conooalod)

MANHOURS PER FOOT OF CABLE AND FOR EACH OF F I T T I N G S Cable Size 6 6 6 6 4 4 4 2 1 0 O0 000 0000 250 MCM

Number of Conductors

.

.

.

.

I 2 3 4 1 2 3 1 I I 1 1 I I

Cable .... Installation

service Entrance or Terminator Installation .... Manti0urs for Height to

Manho_t~S' f0rHeight to 10' 15' 25' 20' .O83 .088 .099 .110 .088 .094 .110 .094 .099 .105 .110 .121 .138 .149

.O9O .095 .107 .119 .095 .102 .119 .I 02 .107 .113 .119 .131 .149 .160

.093 .099 .III .124 .099 .106 .124 .106 .III .118 .124 .136

.155 .166

.096 .102 .115 .127 .102 .109 .127 .109 .115 .121 .127 .140 .160 .171

.

.

10'

15'

20'

1.49 1.71 1.98 2.15 1.60 2.O4 2.20 1.76

1.61 1.85 2.14 2.32 1.73 2.20 2.38 1.90

1.87 2.04 2.20 2.42

2.02 2.20 2.38 2.61

2.64 3.03

2.85 3.27

1.67 1.92 2.22 2.41 1.80 2.29 2.47 1.98 2.10 2.29 2.47 2.72 2.97 3.40

.

.

1.72 1.98 2.29 2.49 1.85 2.36 2.55 2.04 2.16 2.36 2.55 2.80 3.05 3.51

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable cartons, measuring and cutting cable, normal securing of cable in position, identifying or "polling-out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Service entrance or terminator manhours include stripping of cable sheath up to 36 inches, placing service entrance or terminator, and making connection. Manhours exclude extensive identification, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

186

B ~ ~ ,

~RVIOH,

MINERAL

AND ~ H R

WIRING

INSULATED Wiro

SHEATHED

fJimo 8 6 a n d

Le, rKor

Ceilings

(Oonooalod)

fJuspondod

CABLE

MANHOURS P E R FOOT O F CABLE AND FOR EACH O F F I T T I N G S Cable Size

Number of Conductors . . _

6 6 6 6 4 4 4 2 1 0 00 000 0000 250 M C M

Cable Installation Manhours for Height to

10'

.072 .077 .088 .099 .077

.083 .094

.083

.088 .094

.099 .110 .127 .132

iS'

.078

.083

.095

.107 .083 .090 .I02 .090 .095 .102 .I07 .119 .137 .143

20'

.081 .086 .099 .111 .086 .093 .106 .093 .099 .106 .111 .124 .143 .148

2s'

.083 .089 .102 .115 .089 .096 .109 .096 .102 .109 .115 .127 .150 .153

Service Entrance or Terminator Installation

Manh0urs for Height t ~ 15' 20' 25'

10'

,,,

1.34

1.45

1.51

1.55

1.54

1.66

1.73

1.78

1.78 1.94

1.92 2.10

2.00 2.18

2.06 2.24

1.44

1.56

1.62

1.67

1.84 1.98

1.99 2.14

2.07 2.22

2.13 2.29

1.71 1.81

1.77 1.87

1.83 1.94

1.58 1.68

1.84 1.98 2.18 2.38 2.73

~.

1.99 2.14 2.35 2.57 2.95

2.07 2.22 2.45 2.67 3.07

2.13 2.29 2.52 2.75 3.16

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable cartons, measuring and cutting cable, normal securing of cable in position, identifying or "polling-out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Service entrance or terminator manhours include stripping of cable sheath up to 36 inches, placing service entrance or terminator, and making connection. Manhours exclude extensive identification, and ~ o l d i n g . See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

BRA.N~EI, 81RVI~"B, AND FBIBD~R ~"IRINO

MINERAL

INSULATED Wh'o Conoroto

Shin

SHEATHED # 6 and

Flooz.a ud

Walls

187

CABLE

Larger

(Conooalod)

MANHOURS PER F O O T O F CABLE AND F O R EACH OF F I T T I N G S

Cable Size

Number of Conductors ,,

6 6 6 6 4 4 4 2 1 0 00 000 0000 250 MCM

Installation,. Manhours for Height to I0' 15' 25' 20'

- Service Entrance or Terminator Installation Manhours for Heigt~.t to 10' ~g' 20' 2s'

.047 .050 .056 .063 .050 .053 .063 .053 .056 .059 .063 .069 .078 .085

O.89 1.03 1.19 1.29 0.96 1.22 1.32 1.06 1.12 1.22 1.32 1.45 1.58 1.82 . .

Cable

.

.051 .054 .06O .068 .054 .057 .068 .057 .060 .064 .068 .075 .084 .092

.054 .053 .056 t .058 .063 ! .065 .071 i .073 .058 .056 .061 .060 .073 .071 .061 .060 .065 .063 .068 .066 .073 .071 .080 .078 .088 t .090 .0951.098

"

0.96 1.11 1.29 1.39

1.00 1.16 1.34 1.45

1.03 1.32 1.43 1.14 1.21 1.32 1.43 1.57 1.71 .

.

1.97 .

.

1.08 1.37 1.48 1.1 9 1.26 1.37 1.48 1.63 1.77 2.04

1.03 1.19 1.38 1.49

I.I I 1.41 1.53 1.23 1.30 1.41 1.53 1.68 1.83 2.11

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable cartons, measuring and cutting cable, normal securing of cable in position, identifying or "polling-out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Service entrance or terminator manhours include stripping of cable sheath up to 36 inches, placing service entrance or terminator, and making connection. Manhours exclude extensive identification, and scaffolding. See respective tables for these time f r a m e s .

For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

188

BRANCTI, 8HRVICI,

MINERAL

AND FIHDHR

INSULATED

WIRING

SHEATH/D

CABLE

Wtro 81so 8 6 and LazKor 81a,bs m a d W a J l s ( H ~ s o d )

Flat

MANHOURS PER FOOT O F CABLE AND F O R EACH OF F I T T I N G S Cable Size

Cable Installation Manhours for Height to 10' ~S' 20' 2s'

Number of Conductors

4

4 4

2 1

0 O0 000 0000 250 MCM

. . .

.O83 .088 .099 .110 .088 .094 .110 .094 .099 .105 .110 .121 .138 .149

.090 .095 .107 .119 .095 .102 .119 .102 .107 .113 .119 .131 9149 9160

.093 .099 .111 .124 .099 .106 .124 .106 .111 .118 .124 .136 .155 .166

.096 .102 .115 .127 .102 .109 .127 .109 .115 .121 .127 .140 .160 .171

Service Entrance or Terminator Installation Manh0urs for Height to

10'

IS'

20'

2S ~

1.49 1.71 1.98 2.15 1.60 2.04 2.20 1.76 1.87 2.04 2.20 2.42 2.64 3.03

1.61 1.85 2.14 2.32 1.73 2.20 2.38 1.90 2.02 2.20 2.38 2.61 2.85 3.27

1.67 1.92 2.22 2.41 1.80 2.29 2.47 1.98 2.10 2.29 2.47 2.72 2.97 3.40

1.72 1.98 2.29 2.49 1.85 2.36 2.55 2.04 2.16 2.36 2.55 2.80 3.05 3.51

. . . .

.

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable canons, measuring and cutting cable, normal securing of cable in position, identifying or "polling-out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Service entrance or terminator manhours include stripping of cable sheath up to 36 inches, placing service entrance or terminator, and making connection. Manhours exclude extensive identification, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 590 for each additional 5 feet or fraction thereof.

BRANOH, SRRVIC~, AND FEEDER

MINERAL

INSULATED Wire

Size

Masonry

SHEATHED

~VIH,I N G

189

CAJ3LE

m 6 and Larger

W~lle

(Oonoealed)

M A N H O U R S PER FOOT OF C A B L E AND FOR EACH OF F I T T I N G S

Cable Size

6 4 4 4 2 1 0 O0 000 0000 250 MCM

9

Cable Installation of M a n h o u m for Height to Conductors I 10" 15' 20' 25' , N u m b e r

.071 076 9 085 9 095 9 076 9 080 9 095 9 .080 .085 090 9 095 9 9104 9119 9128

.077 .082 .092 .103 .082 .086 .103 .086 .092 .097 .103 .112 .129 .138 ....

.080 .085 .095 .107 .085 .090 .107 .090 .095 .101 .107 .117 .134 .!44

.082 .088 .098 .110 .088 .093 .II0 .093 .098 .I04 .110 .120 .138 .148

.

.

.

.

.

Se~ce entra.ceo~

Terminator Installation Manhours for Height to 10" 15 ~ p,r 20' 25' .......

1.28 1.47 1.70 1.85 1.38 1.75 1.89 1.51 1.61 1.75 1.89 2.08 2.27 2.61

1.38 1.59 1.84 2.00 1.49 1.89 2.04 1.63 1.74 1.89 2.04 2.25 2.45 2.82

1.44 1.6.5 1.91 2.08 1.55 1.97 2.12 1.70 1.81 1.97 2.12 2.34 2.55 2.93

1.48 1.70 1.97 2.14 1.60 2.02 2.19 1.75 1.86 2.02 2.19 2.41 2.63 3.20

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable cartons, measuring and cptting cable, normal securing of cable in position, identifying or "polling-out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Service entrance or terminator manhom's include stripping of cable sheath up to 36 inches, placing service entrance or terminator, and making connection. Manhours exclude extensive identification, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

140

BR/INGH, 8BRVI~'Ii, AND IfllBDBR WIRING

MINER,tL

INSULATBD 6HE&THED w h . e s i s , , 9 6 and L ~ . ~ r Cable

Tt'ays

or Channel

CABLE

(H~pomod)

M A N H O U R S P E R F O O T O F CABLE AND F O R E A C H O F F I T T I N G S Cable Size 6 6 6 6 4 4 4 2 1 0 000 0000 ~0MCM .

Number of Conductors 1 2 3 4 1 2 3 1 1 1 1 1 1 1

Cable Installation Manhours for Height tO ,, 10' 15' 20' 25'

Service Entrance or Terminator Installation Manhours for Height to '10' 15' 20' 25'

.059 .063 .071 079 9 063 9 067 9 079 9 067 9 071 9

.O64 .068 .077 .085 .068 .072 .085 .072 .077

.066 .071 .080 .089 .071 .075 .089 .075 .080

.O68 .073 .082 .091 .073 .078 .091 .078 .082

075 9

.084

.087

091 9 .099

.098 .107

.089 .098 .102 .111

.091

098 7

.081 .085 .094

1.04 1.20 1.39 1.51 1.12 1.43 1.54 1.23 1.31 1.43 1.54 1.69 1.85 2.12

079 9

.101

.105 .115

.,

1.12 1.30 1.50 1.63 1.21 1.54 1.66 1.33 1.41 1.54 1.66 1.83 2.00 2.29

1.17 1.35 1.56 1.69 1.26 1.61 1.73 1.38 1.4 7 1.61 1.73 1.90 2.08 2.38

1.20 1.39 1.61 1.75 1.30 1.65 1.78 1.42 1.52 1.65 1.78 1.96 2.14 2.45

All manhours include checking out of job storage, handling, and job hauling. Cable installation manhours include placing cable coils or spools on reel stands or racks or opening cable cartons, measuring and cutting cable, normal securing of cable in position, identifying or "polling,out" the conductors, and tagging for connections to branch circuits, panel boards, or equipment. Service entrance or terminator manhours include stripping of cable sheath up to 36 inches, placing service entrance or terminator, and making connection. Manhours exclude extensive identification, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

nRtSC'l.I, s n v l e l l 600-VOLT

INTERLOCKED For fkwv/~

Stool or Bronno

~D

]PqBHDmR ~'IRING

ARMORED nd

141

CABLE

roodoz~

Shoath--Vsrniahod

Cambrio

hulstod

MANHOURS PER 100 LINEAR F E E T Cable Size

24~onductor

8

3.11

6

4.03

4

4.95 5.25 6.22 6.67 7.52 8.24 9.35 10.12 10.89 11.72 14.69

2 1

1/0 2/0 3/0 4/O 250 350 500 750

MCM MCM MCM MCM ,

,

Installation Manhours 3-Conductor

4-Conductor

4.14 5.37 6.60 7.00 8.29 8.89 10.03 10.98 12.47 13.49 14.52 15.62 19.58

5.18 6.71 8.25 8.75 10.36 11.11 12..54 13.73 15.59 16.86 18.15 19.53 24.48

,

. . . .

Manhoum include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands, rig~ng with rollers, pulleys and rigging cables, pulling cable into troughs or channels or onto ladders with a pull-in cable and power winch, measuring and cutting cable, identifying or "polling-out" the conductors and tagging for connections. Manhours exclude extensive identification, installation of cable fittings, cable splicing, and scaffolding. See respective tables for these time frames. For rubber or rubber-like insulated cable, increase the manhoum 10% to compensate for the additional cable weight. For additional parallel runs to be installed at the same time apply the following percentages of the manhours. For Second Parallel R u n - 8 5 % For Third Parallel R u n - 7 5 % For Fourth Parallel R u n - 7 0 % For Fifth Parallel R u n - 6 3 %

5 KV INTERLOCKED For

Btool or Bronlo

ARMORED

Sorvioo

CABLE

mad Foodozw

Shosth~Vmrniehod

CmmbrJo

Insulttod

MANHOURS P E R 100 LINEAR F E E T Cable Size

Installation Manhours 2-Conductor 3-Conductors 4.95 5.42 5.96 6.47 7.04 7.46 8.03 9.02 9.75 10.30

8

6 4

2 1

1/0 2/0 3/0 4/0 250 350 500 750

MCM MCM MCM MCM

6.60 7.22 7.94 8.62 9.39 9.94 10.71 12.03 13.00 13.73 14.94 15.66 18.61

11.21

11.75 13.96

15 KV INTERLOCKED For

ARMORED

brvioo

nd

8teol or B r o n u

8hosth---Vmrniahod C8,snbrio MANHOURS P E R 100 LINEAR F E E T

Cable Size 8 6

In~ulstod

Installation Manhours 2-conductor 3-Conductor m

4

2 1

1/0 2/0 3/0 4/0 250 350 500 750

CABLE

Foodoz~

MCM MCM MCM MCM

7.40 7.92 8.88 9.26 9.82 10.18 10.56 10.96 11.19 11.72 13.05

9.87 10.56 11.84 12.34 13.09 13.57 14.08 14.61

14.92 15.62 17.40

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands, rigging with milers, pulleys and rigging cables, pulling cable into troughs or channels or onto ladders with a pull-in cable and power winch, measuring and cutting cable, identifying or "polling-out" the conductors, and tagging for connections. Manhours exclude extensive identification, installation of cable fittings, cable splicing, and scaffolding. See respective tables for these time frames. For rubber or rubber-like insulated cable, increase the manhours 10% to compensate for the additional cable weight. For additional parallel runs to be installed at the same time apply the following percentages of the manhours. For Second Parallel R u n - 8 5 % For Third Parallel R u n - 7 5 % For Fourth Parallel R u n - 7 0 % For Fifth Parallel R u n - 6 3 %

BRANCH, fJlBRVI~

A N D ]P'IB]BDHR W I R I N G

148

NONWATERTIGHT AND WATERTIGHT FITWINGS FOR 600-VOLT INTERLOCKED A_RMOI~D CABLE For 8ervtoe

and

]P'eodora

MANHOURS EACH Cable Size .

.

.

.

.

.

.

8 6 4 2 1 1/0 2/0 3/0 4/0 250 350 500 750

MCM MCM MCM MCM

' Installation Manhours " " Nonwaterhght Fittings Watertight F i t t i n g s ' ' 2-Conductor 3-Conductor 4conductor 2-Conductor i3-Conductor 4-Conductor 1.38 1.65 2.20 2.75 3.03 3.30 3.58 4.13 5.50 6.05 6.60 7.15 8.80

1.65 2.20 2.48 3.03 3.30 3.58 3.85 4.40 6.05 6.60 7.15 7.70 9.90

1.93 2.75 3.03 3.58 " 4.13 4.40 4.95 5.50 7.90 8.25 9.08 11.00

1.65 2.20 2.48 3.03 3.30 3.58 3.85 4.40 6.05 6.60 7.15 7.70 9.35

1.93 2.48 2.75 3.30

2.20 3.03 3.30

3.85 4.13 4.95 6.33 6.88 7.43 8.25

4.95 5.50 6.05 8.25 9.08 9.90

3.58

10.45

3.85 4.40

12.10

Manhours include checking out of job storage, handling, job hauling, preparing cable ends, installing fitting, and insulating cable ends. Manhours exclude installation of cable, identifying conductors, and scaffolding. See respective tables for these time frames.

144

BI~I~OH,

g~JmVl~

AND ~ E l i

W'JIIl~G

COMPOUND ~i~-giNGS AND CABLE SPLICING FOR 600-VOLT INTERLOCKED ARMORED CABLE For Bmrvtoo stud W'omiors MANHOURS EACH Cable Size

Installation Manhours Nonwatertight Fittings, ,' . . . . Watertight F!ttings 2-Conductor 3-Conductor 4-Conductor 2-Conductor 3Conductor 4-Conductor

6

2.75 3.30

3.03 3.58

4

3.58

3.85

8

2

1

1/0 2/0 3/0 4/0 250 MCM 350 MCM 500 MCM 750 MCM

4.13 4.40 4.95 5.23 5.78 7.43 8.25 8.80 9.90 11.55

.,

4.40 4.68 5.23 5.50 6.33 7.98 8.53 9.08 10.45 12.65

3.30 4.13 4.40 4.95 5.50 6.33 6.88 7.43 9.90 10.73 12.10 14.30

2.75 2.75 3.03 3.58 4.40

4.95

5.78 7.15 7.43 7.70 8.03 8.80 . = .

3.03 3.03 3.30 4.13 4.95 5.78 6.60 7.98 8.25 8.53 9.08 9.35

3.30 3.85 4.40

5.23 6.05 6.88 7.70 9.63 10.45 10.73 11.55

12.10

10.45

Fitting manhours include checking out of job storage, handling, job hauling, preparing cable ends, installing, fitting, and insulating cable ends. Cable splicing manhours include preparing cable ends, making splice, and filling box or fitting with compound where required. Manhours exclude installation of cable, identifying conductors, and scaffolding. See respective tables for these time frames. Cable splicing manhours do not include installation of fitting or box. See respective tables for these time frames.

BRANCH, 8BRVICB AND FEEDER

WTRING

146

COMPOUND FITTINGS, POTHEADS, AND CABLE SPLICING FOR 5,000-VOLT INTERLOCKED ARMORED CABLE For Sorvtoo

and Foodors

MANHOURS EACH Cable Size 8

6 4

2

1

I/0 2/0 3/0 4/0 250 M C M 350 M C M 500 M C M 750 M C M

InstallationManhours .......... Nonwatertight Fitti~s ...........Watertighti~ittings 2-Conductor 3-Conductor 4-Conductor 2-Conductor 3-Conductor 4-Conductor .

4.40

4.40 4.95 4.95 6.05 6.60 7.15 7.70 9.63 10.73 13.20

14.30

15.95

.

.

4.95 4.95 5.50 5.50 6.60 7.15 7.70 8.25 10.45 11.55

14.30

15.40 17.60

.

.

11.00 11.00 11.00 11.00 11.00 11.00 15.40 15.40 15.40 15.40 17.60 17.60 19.80

.

.

.

13.20 13.20 13.20 13.20 13.20 13.20 17.60 17.60 17.60 17.60 19.80 19.80 22.00

.

.

.

.

.

3.30 3.30 4.40 4.40 4.68 6.05 6.60 8.25 8.25 8.80 9.08 9.35 9.63 .

.

.

.

3.85 3.85 4.40 4.40 5.23 7.15 7.70 8.80 9.35 9.90 10.18 10.45 11.00 . .

Fitting manhours include checking out of job storage, handling, job hauling, preparing cable ends, installing, fitting, and insulating cable ends. Cable splicing manhours include preparing cable ends, making splice, and filling box or fitting with compound where required. Manhours exclude installation of cable, identifying conductors, and scaffolding. See respective tables for these time frames. Cable splicing manhours do not include installation of fitting or box. See respective tables for these time frames.

146

B R A N O H , 8]BRVIOH A N D ~ H R

W'IRING

COMPOUND FITTINGS, POTHEADS, AND CABLE SPLICING FOR 15,O00-VOLT INTERLOCKED ARMORED For ~a~rioo

CABLE

mad Foodozss

MANHOURS EACH Cable Size ,,

8 6 4 2 1 1/0 2/0 3/0 4/0 250 MCM 35O MCM 500 MCM 750 MCM . ,

Installation Manhours Nonwatertight Fittings .... Watertight Fittings 2-Conductor 3-Conductor 4-Conductor 2-Conductorf3-Conductor 4-Conductor m

m

m

13.75 13.75 15.95 15.95 17.60 19.80 19.80 22.00 22.00

15.40 15.40 17.60 17.60 19.80 22.00 22.00 24.20 24.20

18.70 18.70 18.70 18.70 18.70 23.10 23.10 23.10 23.10

22.00 22.00 22.00 22.00 22.00 26.40 26.40 26.40 26.40

24.20

26.40

27.50

30.80

6.60 6.60 6.88 6.88 7.15 8.80 8.80 9.35 9.35

7.70 7.70 8.25 8.25 8.53 9.35 9.35 9.63 9.63

9.90

10.18

m .

,.,.,

9 . . ._

Fitting manhours include checking out of job storage, handling, job hauling, preparing cable ends, installing, fitting, and insulating cable ends. Cable splicing manhours include preparing cable ends, making splice, and filling box or fitting with compound where required. Manhours exclude installation of cable, identifying conductors, and scaffolding. See respective tables for these time frames. Cable splicing manhours do not include installation of fitting or box. See respective tables for these time frames.

3 Yc'IRING DEVICES--

swrrc

s, OUTLETS.

A N D IN

CEI

AC

N

This section provides manhour units for the installation of switches, dimmers, receptacles, plates, and other devices for the control of lighting, power, and miscellaneous item circuits. The units include time allowance, as may be required, for cleaning out boxes and the complete installation of the device or plate all in accordance with the notes appearing on the individual table pages. The manhours are based on averages for the type of installation outlined. Consideration should be given to the variable productivity factors which may effect the overall time required for the installation of the various items. Some of these factors are outlined in the Introduction of this manual and we suggest that the estimator be familiar with these prior to the use and application of the following manhour units.

147

148

OUTLBTSo ,AND R B C B P T A ~ S

'~71RING DBVIOBS--fJ~8.

TUMBLER

AND TUMBLER SWITCHES

LOCK TYPE

MANHOURS EACH Item Description

Amperes

Manhours Required for TumblerSwitches Lock Switches .

.

.

.

.

.

.

Single-Pole

10 15 20 30

0.33 0.33 0.58 0.77

0.45 0.45 0.69 0.85

Double-Pole

10 15 20 30

0.96 0.96 1.38 1.60

0.96 0.96 1.38 1.60

10 15 20 30

0.'63 0.63 0.85 1.16

0.63 0.85 1.16

10 15 20 30

0.96 0.96 1.38 1.60

0.96 0.96 1.38 1.60

Three-Way

Four-Way -

. .

"

Manhours include checking out of job storage, handling, job hauling, distributing, clearing box of debris, making copper conductor of normal gauge connections, and mounting device in box or fitting. Manhours are based on installation of up to 50 switches on a single floor. If more than 50 switches are to be installed decrease manhours by the following percentages: 51 to 100-Decrease 20% 101 to 200-Decrease 30% 201 or more-Decrease 35% If aluminum conductors of a larger gauge for a given amperage are to be connected to the switches increase the manhours 10%. Manhours exclude installation of conduit, boxes, conductors, and other devices. See respective tables for these time frames.

WIRING DEVICImS---B~.

WEATHER

OUTLETB, AND RECEPTACleS

149

PROOF, MARK TIME, AND THERMAL SWITCHES M A N H O U R S EACH Item Description

Manhours

Weather Proof Switches with Plates S i n g l e - P o l e - 1 - G a n g - 10 Amp Single-Pole - 1 - G a n g - 20 Amp S i n g l e - P o l e - 2 - G a n g - 10 Amp Double-Pole - 1-Gang - 10 Amp D o u b l e - P o l e - 1 - G a n g - 20 Amp Three-Way - 1.Gang - 10 Amp T h r e e - W a y - 1 . G a n g - 20 Amp F o u r - W a y - 1 - G a n g - 10 Amp F o u r - W a y - 1 - G a n g - 20 Amp

0.58 0.83 0.96 1.07 1.24 0.83 0.96 1.07 1.24

Mark Time Switches Single-Pole - 10 Amp S i n g l e - P o l e - 20 Amp

0.58 0.83

Thermal Switches S i n g l e - P o l e - Without Enclosure Double-Pole - Without Enclosure S i n g l e - P o l e - With Enclosure D o u b l e - P o l e - With Enclosure

0.58 1.38 1.65 2.20

Manhours include checking out of job storage, handling, job hauling, distributing, clearing box of debris, making copper conductor of normal gauge connections, and mounting device in box or fitting. Manhours are based on installation of up to 10 switches on a single floor. If more than 10 switches are to be installed decrease manhours by the following percentages: 11 to 50 - Decrease 20% 51 to 100 - Decrease 30% 101 or m o r e - Decrease 35% If aluminum conductors of a larger gauge for a given amperage are to be connected to the sw~tches increase the manhours 10%. Manhours exclude installation of conduit, boxes and plates except as noted, conductors and other devices. See respective tables for these time frames.

150

WIRING

DBVICES--S~S,

OUTLmTS, AND RECEPTACrLzs

DOOR, MOMENTARY CONTACT, TUMBLER TYPE DIMMER, AND ROTARY DIMMER SWITCHES MANHOURS EACH .

.

.

.

Item Description .

.

.

.

Manhours

.

Door Switch with Box Light On - Door Open Light On - Door Close

1.65 1.65

Momentary Contact Switches Single Pole - 10 Amp Double T h r o w - 20 Amp

0.58 0.83 ,,

Tumbler Type Dimmer Switches wi'th Plate~s Hi-Lo D i m m e r - 300 W Hi-Lo D i m m e r - 400 W Hi-Lo D i m m e r - 500 W .

.

.

.

.

.

.

.

.

Rotary Dimmer S.witch.e s with Plates Incandescent Circuit D i m m i n g - 300 W Incandescent Circuit Dimming - 400 W Incandescent Circuit Dimming - 500 W Incandescent Circuit Dimming - 600 W Incandescent Circuit Dimming - 900 W Incandescent Circuit D i m m i n g - 1000 W Flourescent Circuit D i m m i n g - 8-40 W .

.

.

.

.

.

.

0.69 0.69 0.69 0.96 0.96 0.96 0.96 0.96 0.96 0.96

Manhours include checking out of job storage, handling, job hauling, distributing, clearing box of debris, making copper conductor of normal gauge connections, and mounting device in box or fitting. Manhours are based on installation of up to 10 switches on a single floor. If more than 10 switches are to be installed decrease above manhours by the following percentages: 11 to 50 - Decrease 20% 51 to 100 - Decrease 30% 101 or more - Decrease 35% If aluminum conductors of a larger gauge for a given amperage are to be connected to the switches increase the manhours 1 0 ~ . Manhours exclude installation of conduit, boxes and plates except as noted, conductors and other devices. See respective tables for these time frames.

WIRING D]IVICIS--SWITC~8,

SWITCH

OUTleTS,

AND RR~ACt.m8

1B 1

AND RECEI~ACLE COMBINATIONS DUPLEX RECEPTACLES

AND

MANHOURS EACH Item Description

Manhours

Switch and Receptac!e Combinations Single Pole Switch and 2-Wire Receptacle Single Pole Switch and 3-Wire Grounding Receptacle Two Single Pole Switches One Single Pole and One 3-way Switch Two 3-Way Switches

1.38 1.45 1.38 1.45 1.52

Duplex Receptacles Nongrounding- 1 2 5 V - 2-Pole 2 - W i r e - 15 Amp N o n g r o u n d i n g - 1 2 5 V - 2-Pole 2-Circuit- 15 Amp G r o u n d i n g - 1 2 5 V - 2-Pole 2 - W i r e - 15 Amp G r o u n d i n g - 1 2 5 V - 2-Pole 2-Wire - 20 Amp G r o u n d i n g - 1 2 5 V - 2-Pole 2-Circuit- 15 Amp G r o u n d i n g - 1 2 5 V - 2-Pole 2-Circuit- 20 Amp G r o u n d i n g - 2 5 0 V - 2-Pole 2 - W i r e - 15 Amp G r o u n d i n g - 2 7 7 V - 2-Pole 2-Wire- 15 Amp

0.29 0.50 0.33 0.58 0.50 0.72 0.44 0.44

Manhours include checking out of job storage, handling, job hauling, distributing, clearing box of debris, making copper conductor of normal gauge connections, and mounting device in box or fitting. Manhours are based on installation of up to 10 devices on a single floor. If more than 10 devices are to be installed decrease manhours by the following percentages: 11 to 50 - Decrease 20% 51 to 100 - Decrease 30% 101 or more - Decrease 35% If aluminum conductors of a larger gauge for a given amperage are to be connected to the devices increase the manhours 10%. Manhours exclude installation of conduit, boxes, plates, conductors and other devices. See respective tables for these time frames.

152

V411~ING D R V I O B S - - ~ 8 .

SINGLE

0

~

.

AND RKC'BPTAC/,mJ

NONGROUNDING

RECEPTACLES

MANHOURS EACH Amperage

N u m b e r of Wires

Manhours

N o n g r o u n d i n g - 2 - P o l e - 125V

15

2

0.29

Nongrounding - 3-Pole - 125/250V

20 30 50

Nongrounding - 4-Pole - 120/208V

15 20 30 50 60

4 4 4 4 4

Nongrounding - 2-Pole -- 250V

20 30

2 2

0.47 0.80

N o n g r o u n d i n g - 3-Pole - 250V

15 20 30 50

3 3 3 3

0.55 0.69 0.91 1.27

Item Description

0.66 0.88 1.27

0174 0.83 0.98 1.43 2.17

_

. . . . .

Manhours include checking out of job storage, handling, job hauling, distributing, clearing box of debris, making copper conductor of normal gauge connections, and mounting receptacle in box or fitting. Manhours are based on installation of up to 10 receptacles on a single floor. If more than 10 receptacles are to be installed decrease manhours by the following percentages: 11 to 50 - Decrease 20% 51 to 100 - Decrease 30% 101 or more - Decrease 35% If aluminum conductors of a larger gauge for a given amperage are to be connected to the receptacles increase the manhours 10%. Manhours exclude installation ofcondmt, boxes, plates, conductors, and other devices. See respective tables for these time requirements.

~VIRING DEVICBS--SWITCI~,

SINGLE

OUTLITS,

GROUNDING

AND RICHPT&CLBS

158

RECEPTACLES

MANHOURS EACH Item Description

,

9

,

Manhours

.

0.33 0.S0 0.85 1.16

15 20 30 50

G r o u n d i n g - 2 - P o l e - 125V

15

2

0.33 . . . .

G r o u n d i n g - 3 - P o l e - 125/250V

20 3O 50 60

3 3 3

0.72 0.96 1.38 1.93

2

G r o u n d i n g - 2-Pole - 250V

15 20 30 50

0.33 0.50 0.85 1.16

G r o u n d i n g - 3-Pole - 250V

15 20 30 50 60

Grounding - 2-pole - 125/250v .

Number of Wires

Amperage

....

.

.

.

.

.

.

.

!

3

!

t

2 2 2

o.s8 0.72 0.96 1.38 1.93

Manhours include checking out of job storage, handling, job hauling, distributing, clearing box of debris, making copper conductor of normal gauge connections, and mounting receptacle in box or fitting. Manhours are based on installation of up to 10 receptacles on a single floor. If more than 10 receptacles are to be installed decrease manhours by the following percentages: 11 to 50 - Decrease 20% 51 to 100 - Decrease 3 0 ~ 101 or more - Decrease 35% If aluminum conductors of a larger gauge for a given amperage are to be connected to the receptacle increase the manhours 10%. Manhours exclude installation ofconduit, boxes, plates, conductors, and other devices. See respective tables for these time frames.

154

Vv'I]MNG D B V l 0 ~ . - - g ~ n ~ 0 H l f J ,

OUTI.ZTS,

MISCELLANEOUS

AND RIOHPT&0ZJ9

RECEPTACLES

MANHOURS EACH Item Description Single Receptacles Without Plates G r o u n d i n g - 2 - P o l e - 2-Wire - 2 7 7 V Grounding - 2-Pole - 2-Wire - 277V G r o u n d i n g - 2-Pole - 3-Wire - 277V G r o u n d i n g - 2-Pole - 3-Wire - 2 7 7 V -

15 20 30 50

Amp Amp Amp Amp

- C l o c k and F a n R e ~ p t a c i e s W!.th plates Nongrounded Clock Receptacle - 2-Pole - 2-Wire Grounded Clock R e c e p t a c l e - 2-Pole - 2-Wire Grounded Clock Receptacle - 3-Pole - 3-Wire Nongrounded F a n Receptacle - 2-Pole - 2-Wire Grounded F a n R e c e p t a c l e - 2-Pole - 2-Wire 9Pil'ot Light Receptacles . . . . Pilot Receptacle With Lamp - No Plate Combination S.P. Swttch and Pilot Receptacle - No L a m p Combination S.P. SwRch and Pilot Receptacle - With Neon L a m p Red Jewell Switch Plate Red Jewell Signal Receptacle Plate

Manhours 0.33 0.50 0.96 1.38 0.63 0.69 0.80 1.07 1.24 0.77 1.38 1.38 0.11 0.13

Manhours include checking out of job storage, handling, job hauling, distributing, clearing box of debris, making copper conductor of normal gauge connections, and mounting receptacle in box or fitting. Manhours are based on installation of up to 10 receptacles on a single floor. If more than 10 receptacles are to be installed decrease manhours by the following percentages: 11 to 25 - Decrease 15% 26 to 50 - Decrease 18% 51 or more - Decrease 25% Manhours exclude installation of conduit, boxes, plates except as noted, conductors, and other devices. See respective tables for these time frames.

W I R I N G Dw-VIORS---SWITOHHS, O U T [ ~ T B , A N D R E C J I P T A O L E 8

SWITCH,

155

RECEPTACLE, AND COMBINATION PLATES MANHOURS EACH Item Description

Gang Number

.Switch an d Receptacle Plates

Manhours 0.15 0.29 0.48 0.58 0.96 0.96

Tumbler Switch Plates and Single and Duplex Receptacle Plates

,

Switch and Receptacle Combination Plates Duplex Receptacle and One Switch Duplex Receptacle and Two Switches Duplex Receptacle and Three Switches Single Receptacle and One Switch Single Receptacle and Two Switches Single Receptacle and Three Switches Duplex Receptacle and Single Receptacle

.

.

2 3 4 2 3 4 2 .

.

.

.

.

.

,

0.29 0.48 0.58 0.29 0.48 0.58 0.29

Manhours include checking out of job storage, handling, job hauling, distributing, aligning device and plate, and installing plate. Manhours are based on installing up to 50 plates on a single floor. If more or less than 50 plates are to be installed decrease or increase the manhours by the following percentages: 51 to 100 - Decrease 20% 101 to 2 0 0 - Decrease 30% 201 or more - Decrease 35% 0 to 50 - Increase 20% Manhours exclude installation of conduit, boxes, conductors, switches, and receptacles. See respective tables for these time frames.

156

W'IRING DZVI~IIS--SW'I'I~HBS, O~'J~,

MI~ELLANEOUS

A N D RIBCJBPT3kGIJg

DEVICE PLATES

MANHOURS EACH Item Description

Gang Number

Manhours

Telephone Plates

0.15 0.29 0.48

Blank Plates

0.15 0.29 0.48 0.58 0.96 0.96

Power Receptacle P l a t ~ Receptacle P l a t e - 30-50 Amp Receptacle Plate - 60 Amp Weather Proof Plates Duplex D e v i c e - Verticle l-Lid Duplex Device - Verticle Lock Duplex D e v i c e - Horizontal l-Lid Duplex Device - Horizontal 2-Lid Duplex D e v i c e - Horizontal Lock Duplex Combination - Horizontal 2-Lid Single D e v i c e - Vehicle l-Lid Signal Device - Horizontal l-Lid Blank Cover Blank Cover Special Plates Switch and Warning Light Louvre Light Oil Burner

0.48 0.48 1 1 1 I 1 1 1 1 1

2

0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.12 0.12 0.22 0.22 0.83

Manhours include checking out of job storage, handling, job hauling, distributing, aligning device and plate, and installing plate. Manhours are based on installing up to 10 plates on a single floor. If more than 10 plates are to be installed decrease the manhours by the following percentages: 11 to 25 - Decrease 15% 26 to 50 - Decrease 18% 51 or m o r e - Decrease 25% Manhours exclude installation of conduit, boxes, conductors, and devices. See respective tables for these time frames.

WIRING DIBVICTS--SWI'I~HES, OUTI.2TS, AND RHGHPTACI,H8

DESPARD

157

DEVICES

MANHOURS EACH I t e m Description

....

Manl~ours

_Despard Tumbler Switches Excluding plates or Straps 1-Pole - 10 Amp 1 -Pole - 15 Amp 1-Pole - 20 Amp 2-Pole - 10 Amp 2-Pole - 15 Amp 2-Pole - 20 Amp 3-Way - 10 Amp 3-Way - 15 Amp 3 - W a y - 20 Amp 4-Way - 10 Amp 4-Way - 15 Amp 4 - W a y - 20 Amp

0.33 0.33 0.58 0.96 0.96 1.38 0.63 0.63 0.85 0.96 0.96 1.38

D e s p a ~ R e c e p t a c ! ~ Excluding Plates or Straps Single-Receptacle-. 2-Pole Single-Receptacle - 2-Pole - Grounded Duplex-Receptacle- 2-Pole Duplex-Receptacle - 2-Pole - 2-Circuit Triplex-Receptable- 2-Pole Triplex-Receptacle - 2-Pole - 2-Circuit

0.29 0.33 0.29 0.50 0.29 0.5O

Despard Night anti Pilot.Lights and Mounting Straps Night Light Pilot and Hood Pilot and Jewell Neon Pilot - 125 Volt Mounting Strap

0.47 0.47 0.47 0.47 0.23

Manhours include checking out of job storage, handling, job hauling, distributing, cleanng box of debris, making copper conductor of normal gauge connections, and mounting device in box or fitting. Manhours are based on installation of up to 10 devices on a single floor. If more than 10 devices are to be installed decrease manhours by the following percentages: 10 to 25 - Decrease 15% 26 to 50 - Decrease 18% 51 or m o r e - Decrease 25% Manhours exclude installation of conduit, boxes, plates, straps except as noted, conductors and other devices. See respective tables for these time frames.

158

V v ' I i l N G D I V I O I I B ~ . - 8 ~ N I T O H ~ B , O U T L B T S , A N D RBOF, P T A O L B H

D2SP~D

PIATES

M A N H O U R S EACH . . . .

Item Description

Manhours

1 -Verticle 1 -Horizontal 2-Horizontal 3-Horizontal

0.15 0.15 0.18 0.20

2-Gang 2-Vcrt~clc 2-Horizontal 3-Horizontal 4-Horizontal 6-Horizontal

0.29 0.29 0.33 0.35 0.38

,,

3-C,ang 3-Vertical 3-Horizontal 6-Horizontal 9-Horizontal

0.48 0.48

0.53 0.60

Manhours include checking out of job storage, handling, job hauling, distributtng, aligning devtce and plate, and installing plate. Manhours are based on installing up to 10 plates on a single floor. If more than 10 plates are to be installed decrease the manhours by the following percentages: 10 to 25 - Decrease 15% 26 to 5 0 - Decrease 18% 51 or more - Decrease 25% Manhours exclude installation of condmt, boxes, conductors and devices. See respective tables for these time frames.

Section 4

SURFACE METAL RACEWAY AND BRANCH BUSWAY These manhour tables are for the detail layout, fabrication, and installation of raceway, busway, and their respective accessory fittings. In the manhour units for surface metal raceway, consideration has been given to all operations such as cutting, reaming, and actual fabrication of the metal raceway and fittings, the proper placement of raceway, the installation of all junction and device boxes, and the placement of wiring and receptacles. The layout, fabrication, and placement of various lengths, fittings, and devices, of SO-ampere capacity have been given consideration in the manhour units for branch busway.

159

160

8URFACrJB METAL RACEWAY A N D B R A N C H BUBWAY

~TX'TiNGS AND BOXES FOR SURFACE RACEWAY One Pleoo---~s

gW2OO, 8 5 O O ,

8700,

and

METAL

8 1000

MANHOURS EACH Item Description Elbows - lntrl. & Extrl. Flat Elbows Tee Offset Connectors Kick Plates Outlet Box Extension Box Fixture BOx Utility BOx Distribution BOx Switch & Recept. Box Corner Box

Manhours Re.quired for Height.to ' Wood & Metal Masonry Concrete Frame Construction Construction Construction -I0' 15' 20' 25' I0' I15' 20' 25' 10' 15' 20' 25' 0.30 0.30 0.68 0.45 0.45 0.45 0.75 1.13 0.68 0.68 0.68 0.75

0.32 0.32 0.73 0.49 0.49 0.49 0.81 1.22 0.73 0.73 0.73 0.81

0.34 0.34 0.76 0.51 0.51 0.51 0.84 1.27 0.76 0.76 0.76 0.84

0.35 0.35 0.79 0.52 0.52 0.52 0.87 1.31 0.79 0.79 0.79 0.87

0.39 0.39 0.88 0.58 0.58 0.58 0.97 1.46 0.88 0.88 0.88 0.97

0.42 0.42 0.95 0.63 0.63 0.63 1.05 1.58 0.95 0.95 0.95 1.05

0.44 0.44 0.99 0.65 0.65 0.65 1.09 1.64 0.99 0.99 0.99 1.09

0.45 0.45 1.02 0.67 0.67 0.67 1.12 1.69 1.02 1.02 1.02 1.12

0.37 0.37 0.83 0.55 0.55 0.55 0.92 1.38 0.83 0.83 0.83 0.92

0.40 0.40 0.90 0.59 0.59 0.59 0.99 1.49 0.90 0.90 0.90 0.99

0.42 0.42 0.93 0.62 0.62 0.62 1.03 1.55 0.93 0.93 0.93 1.03

0.43 0.43 0.96 0.64 0.64 0.64 1.06 1.60 0.96 0.96 0.96 1.06

Manhours include checking out of job storage, handling, job hauling, placing, and normal securing of fittings or boxes in position as may be required for surface metal raceway types number 200, 500, 700, and 1000. Manhours exclude installation of raceway, wiring, and scaffolding if required. See respective tables for these time frames.

SURFACE

SURFACE

ML~rAL RACEWAY

METAL

Pieoe--5~pes

One

AND BRANCH

RACEWAY

m200,

~500,

AND

~700,

and

BUSWAY

161

WIRE 8 1000

MANHOURS FOR 100 LINEAR F E E T .

.

.

.

. . Manhours Required for Height to Wood 8s Met'al Frame ' Masonry . . . . . . . . . . Concrete Construction Construction Construction 10' 10' ! 0 ~ i is' ....20, 2s, is' i 20' .... 25''

Item Description

12s,

Raceway # 200 # 500 # 700 # 1000 Wiring #14 #12 #10 #8 #6

7.50 8.10 8.42 i 8 . 6 8 9.68 10.45 7.50 8.10 8.42 8.68 9.68 10.45 9.00 9.72 10.11 10.41 11.61 12.54 12.00 12.96 13.48 13.88 15.48 16.72

L

10.87 10.87 13.04 17.39

i

11.20 9.15 9.88110.28 11.20 9.15 9.88 10.28 13.43 10.98 11.85 12.33 17.91 14.64 15.81 16.44

10.55 10.55 12.70 16.94

2.11 2.19 3.23 3.36 4.75 4.94 4.35 4.53

2.26 3.46 5.09 4.66 5.45

t

1.60 1.90 2.80 3.30 3.86

1.73 1.80 2.05 2.13 3.02 3.14 3.56 3.71 4.17 4.34

..

1.85 2.20 3.24 3.82 4.47

2.06 2.45 3.61 4.98

2.22 2.65 3.90 ,60 5.38

2.31 2.75 4.05

2. 4.18 4.93

,

5.59 ,

..

5.76

1.95 2.99 4.40 4.03

4.7~

5.09

5.29

All manhours include checking out of job storage, handling, and job hauling of items as listed. Raceway manhours include cutting, placing, and normal securing of raceway in position. Wiring manhours include inserting of wire into raceway with the use of wire pulleys where required and connecting to power outlet or source. Manhours exclude installation of raceway fitting, boxes, and scaffolding if reqmred. See respective tables for these time frames.

162

8URFAC~ METAL RACEWAY AND BRAN 9

BUBWAY

SURFACE METAL RACEWAY AND MULTI-OUTLET AJBSEMBLIES Two-Pleoe--'rypes

82000,

82100,

and

88000

MANHOURS FOR LISTED UNITS Item Descriptton

Unit

Manhours Required for Wood or Metal Masonry Concrete Construction Construction Construction ,

,

Prewired Raceway Type #2000 2-Conductor C. Ft. 3-Conductor C. Ft. Elbows - Internal or External each Feed Connections From existing outlet - 2-wire each From existing outlet - 3-wire each From concealed w i r i n g - 2-wwe each From concealed w i r i n g - 3-wire each

22.95 25.65 0.38 1.35 1.73 0.83 1.13

29.61 33.09 0.49

28.00 31.29 0.46

1.74 2.23

1.65 2.11

1.07 1.46

1.01 1.38

Unwired Raceway Types #2100 and #3000 Install and Secure Base Attach Cover Elbows - Internal or External Flat Elbows Tees

16.20 2.25 0.45 0.53 0.83

20.90 2.90 0.58 0.68

19.76 2.75 0.55 .065

1.07

1.01

.,

C. Ft. C. Ft. each each each

.

.

.

.

.

.

.

All manhours include checking out of job storage, handling, and job hauling of items as listed. Raceway #2000 manhours are for 1-1/4" x 3/4" raceway with prewired devices and punched cover pieces, and include installation of base and two #12 conductors with prewired grounded or duplex receptacles, or three #12 conductors with prewired one side switched duplex receptacles in cover punched for devices and attaching the cover piece. Raceway #2100 and #3000 manhours are for complete installation of 1-1/4" x 7/8" unwired devices and covers, but exclude installation of conductors and devices.

SURFACB

METAL

RACHW&Y

AND

BRANC~.I

BUSWAY

168

BRANCH BUSWAY 50-AMP PLUG-IN TYPE MANHOURS FOR LISTED UNITS Manhours Reqmred for Item Description

Busway Straight L e n g t h - 2 - P o l e - 10 Ft. Straight Length - 3-Pole - 10 Ft. Straight Length - 4-Pole - 10 Ft. Straight Length - 2-Pole - 5 Ft. Straight Length - 3-Pole - 5 Ft. Straight Length - 4-Pole - 5 Ft. Fittings 2-Pole Feed-in Box & Connections 3-Pole Feed-in Box & Connections 4-Pole Feed-in Box & Connections 2-Pole Elbow 3-Pole Elbow 4-Pole Elbow 2-Pole Plug 3-Pole Plug 4-Pole Plug 2-Pole End Cap 3-Pole End Cap 4-Pole End Cap Hangers Surface Hangers Rod Hangers - 3 / 8 " Strap Hangers Roller Hangers Messenger Cable

Unit

Ceiling Height to 10' 18' 25'

Roll-in Method 20'-25'

C Lf. C Lf. C. L f. C. Lf. C. Lf. C. Lf.

15.60 17.55 19.50 17.55 19.50 21.45

17.55 19.50 22.10 19.50 21.45 24.70

19.50 22.10 24.70 21.45 27.30

6.50 9.00 10.50 8.25 9.75 12.00

each each each each each each each each each each each each

1.80 2.25 2.70 0.23 0.30 0.45 1.80 2.25 2.70 0.23 0.30 0.45

1.80 2.25 2.70 0.30 0.38 0.45 1.80 2.25 2.70 0.30 0.38 0.45

2.55 3.00 3.45 0.30 0.38 0.45 2.55 3.00 3.45 0.30 0.38 0.45

2.55 3.00 3.45 --0.30 0.38 0.45

0.38 0.45 0.60

0.38 0.60 0.75 -

0.38 0.75 0.90 -

0.45 0.60 0.38 2.60

each each each i each C. Lf.

-

24.70

Manhours include checking out of job storage, handling, job hauling, layout, fabrication, and installing of items as outlined. Manhours exclude connection to power source, and scaffolding. See respective tables for these time frames.

Seotion 5

LIGHTING

FIXTUR/S

This section includes labor manhour units for the installation of various types of lighting systems and lighting fixtures. Throughout the tables consideration has been given to all necessary labor for operations such as unloading, handling, hauling, and installing that one might expect to encounter for this type of work. The manhours include time allowance for general foreman through apprentice. Before applying the manhour units in this or any section of this manual, we caution the estimator to be thoroughly familiar with the Introduction of this manual.

164

~G~I/qG

FIXTURB8

165

COMMERCIAL

INTERIOR INCANDESCENT FIXTURES SURFACE MOUNTED 1-Lamp

Untts

MANHOURS EACH Item Description

Manhours Required to Hang Only Assemble and Hang For Height to For Height to 10' 15' 20' 25' 10' 15' 20' 25' _

Metal Shade Type 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts Glass,Globe Type 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts Plastic Globe Type 60 Watts 1 O0 Watts 150 Watts 200 Watts 300 Watts 500 Watts

,

0.18 0.18 0.22 0.24 0.30 0.39 0.46

0.20 0.20 0.24 0.26 0.33 0.43 0.51

0.21 0.21 0.26 0.29 0.36 0.46 0.55

0.23 0.23 0.28 0.30 0.38 0.49 0.58

0.30 0.30 0.39 0.47 0.55 0.69 0.85

0.33 0.33 0.43 0.52 0.61 0.76 0.94

0.36 0.36 0.46 0.56 0.65 0.82 1.01

0.38 0.38 0.49 0.59 0.69 0.87 1.07

0.22 0.22 0.28 0.30 0.35 0.44

0.24 0.24 0.31 0.33 0.39 0.48

0.26 0.26 0.33 0.36 0.42 0.52

0.28 0.28 0.35 0.38 0.44 0.55

0.39 0.39 0.47 0.55 0.61 0.74

0.43 0.43 0.52 0.61 0.67 0.81

0.46 0.46 0.56 0.65 0.72 0.88

0.49 0.49 0.59 0.69 0.77 0.93

0.24 0.24 0.28 0.33 0.38 0.49

0.30 0.30 0.39 0.47 0.55 0.69

0.33 0.33 0.43 0.52 0.61 0.76

0.36 0.36 0.46 0.56 0.65 0.82

0.38 0.38 0.49 0.59 0.69 0.87

0.19 0.21 0.23 0.19 0.21 0.23 0.22 0.24 0.26 0.26 0.29 i0.31 0.30 I 0.33 i0.36 0.39 t 0.43 0.:46

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

COMMERCIAL

INT/RIOR INCANDESCENT FIXTURES SURFACE SURFACE 2-, 8-, and 4-Lmp

Units

MANHOURS EACH Item Descnption

Manhours Required to "Hang 0nly Assemble and Hang For Height to ForHeight.to 10' 15' 20' 25' 10' 15' 20' 25' .

2 Metal Shades or Globes 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 3 Metal Shades or Gloves 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 4 Metal Shades or Globes 60 Watts 100 Watts 150 Watts 200 Watts

.

.

.

.

.

.

0.30 0.30 0.35 0.39 0.44 0.50 0.57 0.72

0.33 0.33 0.39 0.43 0.48 0.55 0.63 0.79

0.36 0.36 0.42 0.46 0.52 0.59 0.68 0.86

0.38 0.38 0.44 0.49 0.55 0.63 0.72 0.91

0.55 0.55 0.61 0.69 0.74 0.91 1.07 1.30

0.61 0.61 0.67 0.76 0.81 1.00 1.18 1.43

0.65 0.65 0.72 0.82 0.88 1.08 1.27 1.54

0.69 0.69 0.77 0.87 0.93 1.15 1.35 1.64

0.39 0.43 0.48 0.50 0.56 0.65 0.76 0.89

0.43 0.47 0.53 0.55 0.62 0.72 0.84 0.98

0.46 0.51 0.57 0.59 0.67 0.77 0.90 1.06

0.49 0.54 0.60 0.63 0.71 0.82 0.96 1.12

0.69 0.74 0.83 0.91 0.99 1.13 1.32 1.54

0.76 0.81 0.91 1.00 1.09 1.24 1.45 1.69

0.82 0.88 0.99 1.08 1.18 1.34 1.57 1.83

0.87 0.93 1.05 1.15 1.25 1.42 1.66 1.94

0.50 0.56 0.59 0.65

0.55 0.62 0.65 0.72

0.59 0.67 0.70 0.77

0.63 0.71 0.74 0.82

0.91 0.96 1.05 1.13

1.00 1.06 1.16 1.24

1.08 1.14 1.25 1.34

1.15 1.21 1.32 1.42

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING

COMMERCIAL INTERIOR FIXTURES--PENDANT

FIXTUINaS

167

INCANDESCENT MOUNTED

1- a n d 4 - L a m p U n i t s MANHOURS EACH Manhours R__e_e~uiredto Hang Only Assemble and Hang For Height to For Height tO 15' 20' 25' --I0' 10' !s' I 2o~ 25' i

Item Description 1 Metal Shade 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 4 Metal Shades

10.22 0.28 0.30 : 0.35 0.44 0.52

i

{ 0.65

60 Watts 100 Watts

0.67 0.70 0.78

150 Watts 200 Watts

1-Lamp

0.24 0.24 0.31 0.33 0.39 0.48 0.57

0.26 0.26 0.33 0.36 0.42 0.52 0.62

0.28 0.28 0.35 0.38 0.44 0.55 0.65

0.39 0.39 0.47 0.52 0.61 0.74 0.91

0.43 0.43 0.52 0.57 0.67 0.81 1.00

0.46 0.49 0.46 0.49 0.56 0.59 0.62 0.65 0.72 0.77 0.88 0.93 1.08 [ 1.15

0.72 0.74 0.77 0.86 ..

0.77 0.80 0.83 0.93

0.82 0.84 0.88 0.98

1.13 1.21 1.29 1.40

1.24 1.33 1.42 1.54

1.32 1.44 1.53 1.66

1.42 1.52 1.62 1.76

Units

MANHOURS EACH Item Description Glass Globe_ Type 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts Plastic Globe Type 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts

Manhours Required to Hang Only Assemble and Hang For Height to For Height to

I0' ......!. Is ~

20; .

2s'.

I0'

.

Is'

20'

2s'

0.59 0.65 0.77 0.87 1.07 1.22

0.24 0.24[ 0.30 0.33 0.39 0.46

0.26 0.26 0.33 0.36 0.43 0.51

0.29 0.29 0.36 0.39 0.46 0.55

0.30 0.30 0.38 0.42 0.49 0.58

0.47 0.52 0.61 0.69 0.85 0.97

0.52 0.57 0.67 0.76 0.94 1.07

0.56 0.62 0.72 0.82 1.01 1.15

0.20 0.20 0.24 0.28

0.22 0.22 0.26 0.31

0.24 0.24 0.29 0.33

0.25 0.25 0.30 0.35

0.41 0.41 0.47 0.52

0.45 0.45 0.52 0.57

0.49 p 0.52 0.49 fi 0.52 0.56 i 0.59 0.62i0.65

i

0.33

0.36

0.39

0.42

0.61

0.67 , 0.72 [ 0.77

0.41

0.45

0.49

0.52

0.74

0"81 [10"88 0 . 9 3

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

168

I.~G~G

IFJ~k"I~1LIB8

COMMERCIAL

INTERIOR INCANDESCENT FIXTURES PENDANT MOUNTED 2- a n d 8 - L & m p U n i t s MANHOURS EACH

Item Description 12 Metal Shades or Globes 60Watts 100Watts 150Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000Watts 3 Metal Shades or Globes 60 Watts 100Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts

Manhours Required to Hang Only Assemble and Hang For For to 15' 20' 25' 10' 15' 20' 25' 10' .

.

.

.

.

0.33 0.33 0.39 0.43 0.48 0.56 0.65 0.76

0.36 0.36 0.43 0.47 0.53 0.62 0.72 0.84

0.39 0.39 0.46 0.51 0.57 0.67 0.77 0.90

0.42 0.61 0.42 0.61 0.49 0.69 0.54 0.74 0.60 0.85 0.71 ! 0.99 0.82 1.13 0.96 1.32

0.67 0.67 0.76 0.81 0.94 1.09 1.24 1.45

0.72 0.72 0.82 0.88 1.01 1.18 1.34 1.57

0.77 0.77 0.87 0.93 1.07 1.25 1.42 1.66

0.46 0.50 0.56 0.59 0.65 0.72 0.83 0.98

0.51 0.55 0.62 0.65 0.72 0.79 0.91 1.08

0.55 0.59 0.67 0.70 0.77 0.86 0.99 1.16

0.58 0.85 0.63 0 . 9 1 0.71 i 0.99 0.74 1.07 0.82 1.16 0.91 1.29 1.05 1.51 1.23 1.73

0.94 1.00 1.09 1.18 1.28 1.42 1.66 1.90

1.01 1.08 1.18 1.27 1.38 1.53 1.79 2.06

1.07 1.15 1.25 1.35 1.46 1.62 1.90 2.18

.

.

.

.

.

.

.

.

.

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

T-IG~G

J~DCI"~ImB

189

COMMERCIAL ROUND

INTERIOR INCANDESCENT FIXTUBES BODY ]RECESSED MOUNTED 1-Limp

Unim

MANHOURS EACH Item Description Prewired 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts Unwired 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts

Manhours Required to ' Hang Only Assemble and' Hang ..... For,Height to, ....... For Height to 10' 15' 20' 25' 10' 15' 20' 25' 0.24 0.26 0.24 0.26 0.30 0.33 0.33 0.36 0.39 0.43 0.46 0.51 0.56 0.62 0.67 0.74 0.80 0.88

0.29 0.30 0.29 0.30 0.36 0.38 0.39 0.42 0.46 0.49 0.55t0.58 0.67 0.71 0.80 0.84 0.95 1 . 0 1

0.47 0.47 0.55 0.61 0.69 0.85 0.99 1.21 1.43

0.52 0.52 0.61 0.67 0.76 0.94 1.09 1.33 1.57

0.56 0.56 0.65 0.72 0.82 1.01 1.18 1.44 1.70

0.59 0.59 0.69 0.77 0.87 1.07 1.25 1.52 1.80

0.39 0.39 0.44 0.46 0.49 0.57 0.67 0.80 0.94

0.46 0.46 0.52 0.55 0.58 0.68 0.80 0.95 1.12

0.69 0.69 0.74 0.83 0.94 1.07 1.21 1.43 1.65

0.76 0.76 0.81 0.91 1.03 1.18 1.33 1.57 1.82

0.82 0.82 0.88

0.87 0.87 0.93 1.05 t.18 1.35 1.52 1.80 2.08

0.43 0.43 0.48 0.51 0.54 0.63 0.74 0.88 1.03

0.49 0.49 0.55 0.58 0.62 0.72 0.84 1.01 1.18

0.99

1.12 1.27 1.44 1.70 1.96

J

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifytng fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

170

LIGHTING Ir

COMMERCIAL SQUARE

INTERIOR INCANDESCENT FIXTURES BODY RECESSED MOUNTED 1- a n d 2 - L a m p

Units

MANHOURS EACH _ Item Description P r e w i r e d - 1-Lamp 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts P r e w i r e d - 2-Lamp 6 0 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts

Manhours Requ!red to .... Hang Only Assemble and Hang For Height t o . For Height to 10' 15' 20' 25' 10' 15' 20' 25' 0.28 0.28 0.35 0.39 0.44 0.50 0.57 0.68 0.83

0.31 0.31 0.39 0.43 0.48 0.55 0.63 0.75 0.91

0.33 0.33 0.42 0.46 0.52 0.59 0.68 0.81 0.99

0.35 0.35 0.44 0.49 0.55 0.63 0.72 0.86 1.05

0.55 0.55 0.61 0.69 0.74 0.91 1.07 1.27 1.51

0.61 0.61 0.67 0.76 0.81 1.00 1.18 1.40 1.66

0.65 0.65 0.72 0.82 0.88 1.08 1.27 1.51 1.79

0.69 0.69 0.77 0.87 0.93 1.15 1.35 1.60 1.90

0.33 0.33 0.39

0.36 0.36 0.43

0.39 0.39 0.46

0.42 0.42 0.49

0.61 0.61 0.69

0.67 0.67 0.76

0.72 0.72 0.82

0.77 0.77 0.87

0.41

0.45

0.49

0.52

0.74

0 . 8 1 0.88

0.93

0.46 0.56 0.65 0.76

0.51 0.62 0.72 0.84

0.55 0.67 0.77 0.90

0.58 0.71 0.82 0.96

0.85 0.99 1.16 1.35

0.95 1.09 1.28 1.49

1.07 1.25 1.46 1.70

1.01 1.18 1.38 1.60

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING FIXTURRS

17 9

COMMERCIAL SQUARE

INTERIOR INCANDESCENT FIXTURES BODY RECESSED MOUNTED 1- a n d

2 . ~ p

Units

MANHOURS EACH Item Description

ManhoursRequire d to Hang Only Assemble and Hang For Height to For Height to 10' 15' 20' 25' 10' 15' 20' 25' .

U n w i r e d - 1-Lamp -~ 60 Watts 1 O0 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts Unwired - 2-Lamp 60 Watts 1O0 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts . .

.

.

.

.

.

.

.

0.43 0.43 0.48 0.50 0.56 0.63 0.72 0.83 0.98

0.47 0.47 0.53 0.55 0.62 0.69 0.79 0.91 1.08

0.51 0.51 0.57 0.59 0.67 0.75 0.86 0.99 1.16

0.54 0.54 0.60 0.63 0.71 0.79 0.91 1.05 1.23

0.74 0.74 0.83 0.91 0.99 1.16 1.32 1.51 1.73

0.81 0.81 0.91 1.00 1.09 1.28 1.45 1.66 1.90

0.88 0.88 0.99 1.08 1.18 1.38 1.57 1.79 2.06

0.93 0.93 1.05 1.15 1.25 1.46 1.66 1.90 2.18

0.46 0.46 0.50 0.56 0.59 0.67 0.76 0.89

0.51 0.51 0.55 0.62 0.65 0.74 0.84 0.98

0.55 0.55 0.59 0.67 0.70 0.80 0.90 1.06

0.58 0.58 0.63 0.71 0.74 0.84 0.96 1.12

0.85 0.85 0.91 0.99 1.10 1.21 1.38 1.54

0.94 0.94 1.00 1.09 1.21 1.33 1.52 1.69

1.01 1.01 1.08 1.18 1.31 1.44 1.64 1.83

1.07 1.07 1.15 1.25 1.39 1.52 1.74 1.94

.

.

.

.

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

17B

LIGHTING FIXTUR~

COMMERCIAL

INTERIOR INCANDESCENT FIXTURES SQUAI:tE BODY RECESSED MOUNTBD 8- and 4-Lmp

Unites

MANHOURS EACH Item Descriptton U n w l r e d . 3-Lamp 60 Watts 1O0 Watts 150 Watts 200 Watts Prewired - 3-Lamp 60 Watts 1O0 Watts 150 Watts 200 Watts Unwired - 4-Lamp 60 Watts 1O0 Watts 150 Watts 200 Watts Prewired - 4.Lam p 60 Watts 1O0 Watts 150 Watts 200 Watts

-10'

Manhours Required to I-iang Only - Assemble and Hang For Heigh t to For Height to J ~s' 2o' 2s' 1o' ~s' 2o' 2s'

0.50 0.56 0.59 0.65

0.55 0.62 0.65 0.72

0.59 0.67 0.70 0.77

0.63 0.71 0.74 0.82

0.91 0.99 1.10 1.18

1.00 1.09 1.21 1.30

1.08 1.18 1.31 1.40

1.15 1.25 1.39 1.49

0.39 0.43 0.46 0.43 0.47 0.51 0.46 "0.51 0.55 0.50 0.55 0.59

0.49 0.54 0.58 0.63

0.69 0.74 0.85 0.91

0.76 0.81 0.94 1.00

0.821 0.88 ! 1.01 1.08

0.87 0.93 1.07 1.15

0.50 0.56 0.59 0.65

0.55 0.62 0.65 0.72

0.59 0.67 0.70 0.77

0.63 0.71 0.74 0.82

0.91 0.99 1.07 1.16

1.00 1.09 1.18 1.28

1 . 0 8 1.15 1.1811.25 1.27'1.35 1.38 1.46

0.65 0.67 0.72 0.78

0.72 0.74 0.79 0.86

0.77 0.80 0.86 0.93

0.82 0.84 0.91 0.98

1.16 1.21 1.29 1.40

1.28 1.33 1.42 1.54

1.38 1.44 1.53 1.66

1.46 1.52 1.62 1.76

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

L,IO~FINO ~

INTERIOR

LAMPHOLDER INCANDESCENT FIXTURES

Poroolaln

and Plastio MAN H O U R S

Item Description

1-Lamp Units EAC H

Manhours Required to ! Assemble and H a n g Hang Only For Height to t For Height to ~0' is' 20' 2s' ~0', is' 20' j+2,.s' .

Porcelain Keyless - 600W 250V Pull Chain - 660W 250V Pull Chain and Side - 660W 250V Pull Chain and Outlet - 3 W Ground 660W 250V Metalbase - 660W 250V Plastic Keyless - 660W 250V Pull Chain - 660W 250V Pull Chain and Side - 660W 250V Pull Chain and Outlet - 3W Ground 6 6 0 W 250V .

.

.

.

.

.

.

.

.

.

.

.

.

178

8

.

.

.

.

0.19 0.19 0.19 0.22

0.21 0.21 0.21 0.24

0.23 0.23 0.23 0.26

0.24 0.24 0.24 0.28

0.30 0.30 0.30 0.39

0.33 0.33 0.33 0.43

0.36 0.36 0.36 0.46

0.38 0.38 0.38 0.49

0.17

0.19

0.20

0.21

0.25

0.28

0.30

0.31

0.17 0.17 0.17

0.19 0.20 0.19 0.20 0.19 0.20

0.21 0.25 0.21 0.25 0.21 0.25

0.28 0.28 0.28

0.30 0.30 0.30

0.31 0.31 0.31

0.19

0.21

0.24

0.33

0.36

0.38

0.23

0.30

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, instaI!ation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding See respecttve tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

174

LIGHTING

COMMERCIAL

AND INDUSTRIAL HXTURES Ezlt

Light

INCANDESCENT

Unlm

MANHOURS EACH Item Description Recess Mounted - Single Face Surface Mounted - Single Face Pandant Mounted - Single Face Surface Mounted - Double Face Pendant Mounted - Double Face Wall Mounted - Triangular Face Surface Mounted - Plexiglass Face Surface Mounted - Glass Globe Surface Mounted - Vaporproof

Manhours Hang Only _ For Height to 10' 15' 20' 2S' 0.33 0.26 0.30 0.26 0.30 0.26 0.22 0.33 0.33

0.36 0.29 0.33 0.29 0.33 0.29 0.24 0.36 0.36

0.39 0.31 0.36 0.31 0.36 0.31 0.26 0.39 0.39

0.42 0.33 0.38 0.33 0.38 0.33 0.28 0.42 0.42

Required to

.~ssemble and Hang F o r Height to 10 ~ 15' 20' 25'

0.66 0.55 0.61 0.55 0.61 0.55 0.50 0.66 0.66

0.73 0.61 0.67 0.61 0.67 0.61 0.55 0.73 0.73

0.78 0.65 0.72 0.65 0.72 0.65 0.59 0.78 0.78

0.83 0.69 0.77 0.69 0.77 0.69 0.63 0.83 0.83

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hangang of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

L I G H T I N G Iq[XTURHfJ

INDUSTRIAL

INTERIOR FIXTURES

Pore~l&in Znmel

175

INCANDESCENT

Refleotor l-L&mp Units

Su~f&oe Mounted MAN HOURS EACH Item Description ~ p a r a b l e Socket Type 60 Watts I O0 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts 1-Piece Socket Type 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts

'

10'

Manhours Required to H~mg0nly Assemble and' Hang For Height to For Height to

is'

20'

2s'

10~

IS'

20'

2S'

0.19 0.19 0.22 0.26 0.31 0.39 0.46 0.57 0.72

0.21 0.21 0.24 0.29 0.34 0.43 0.51 0.63 0.79

0.23 0.23 0.26 0.31 0.37 0.46 0.55 0.68 0.86

0.24 0.24 0.28 0.33 0.39 0.49 0.58 0.72 0.91

0.30 0.30 0.39 0.47 0.55 0.69 0.85 1.05 1.27

0.33 0.33 0.43 0.52 0.61 0.76 0.94 1.16 1.40

0.36 0.36 0.46 0.56 0.65 0.82 1.01 1.25 1.51

0.38 0.38 0.49 0.59 0.69 0.87 1.07 1.32 1.60

0.22 0.22 0.28 0.30 0.35 0.44 0.s2 0.65 0.76

0.24 0.24 0.31 0.33 0.39 048 0.s7 0.72 0.84

0.26 0.26 0.33 0.36 0.42 o.s2 0.62 0.77 0.90

0.28 0.28 0.35 0.38 0.44 o.ss 0.6s 0.82 0.9,6 .

0.39 0.39 0.47 0.52 0.61 0.74 0.91 1.10 1.32

0.43 0.43 0.52 0.57 0.67 0.8~ 1.00 1.21 1.45

0.460.49 0.46 0.49 0.56 0.59 0.62'0.65 0.72 i 0.77 0.88 0.93 1.08 1.1s 1 . 3 1 1.39 1.57 [ 1 . 6 6

i

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of condmt, boxes, circmt wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

176

LIGHTING FIXTURIL~

INDUSTRIAL

INTERIOR INCANDESCENT FIXTURES

Poz'oolaln Ens~nol Roflootor 1-Ls~p 8urfaoo

Units

Mounted

MANHOURS EACH Item Description

Manhours Required to Hang c)nly Assemble and Hang For Height to For Height to iS' 20' 2S' ~0' ~s' 20' 2s' 10' . .

Glass Lens or Diffuser Type 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts Vaport it e Typ e 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts .

.

.

.

.

.

.

.

.

0.30 0.30 0.33 0.39 0.43 0.50 0.57 0.68 0.83

0.33 0.33 0.36 0.43 0.47 0.55 0.63 0.75 0.91

0.36 0.36 0.39 0.46 0.51 0.59 0.68 0.81 0.99

0.38 0.38 0.42 0.49 0.54 0.63 0.72 0.86 1.05

0.55 0.55 0.61 0.69 0.74 0.91 1.07 1.27 1.51

0.61 0.61 0.67 0.76 0.81 1.00 1.18 1.40 1.66

0.65 0.65 0.72 0.82 0.88 1.08 1.27 1.51 1.79

0.69 0.69 0.77 0.87 0.93 1.15 1.35 1.60 1.90

0.33 0.39 0.43 0.48 0.52 0.59 0.67

0.36 0.43 0.47 0.53 0.57 0.65 0.74

0.39 0.46 0.51 0.57 0.62 0.70 0.80

0.42 0.49 0.54 0.60 0.65 0.74 0.84

0.61 0.69 0.74 0.80 0.91 1.05 1.21

0.67 0.76 0.81 0.88 1.00 1.16 1.33

0.72 0.82 0.88 0.95 1.08 1.25 1.44

0.77 0.87 0.93 1.01 1.15 1.32 1.52

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only mclude hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operatton. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respecttve tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING

INDUSTRIAL

177

PnuruRBB

INTERIOR INCANDESCENT FIXTURES

Vaportltm L a m p h o l d e r 1 - L a m p U n i t s MANHOURS EACH Item Description Surface Mounted Glass Globe 60Watts 100Watts 150Watts 200Watts 300 Watts 500 Watts 750 Watts Surface Mounted Globe and Wire Guard 60 Watts 100Watts 150Watts 200 Watts 300Watts Pendant Mounted Globe and Wire Guard 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts ........

16'

Manhours Required to _ Hang 0niy Assemble and H a n g For Height to For Height to 15' 20' 25' " 1 0 ' 15' 20' 25' 9

,

,

0.19 0.22 0.28 0.31 0.37 0.44 0.52

0.21 0.24 0.31 0.34 0.41 0.48 0.57

0.23 0.26 0.33 0.37 0.44 0.52 0.62

0.24 0.28 0.35 0.39 0.47 0.55 0.65

0.30 0.39 0.44 0.50 0.61 0.74 0.91

0.33 0.43 0.48 0.55 0.67 0.81 1.00

0.36 0.46 0.52 0.59 0.72 0.88 1.08

0.38 0.49 0.55 0.63 0.77 0.93 1.15

0.22 0.24 0,30 0.35 0.41

0.24 0.26 0.33 0.39 0.45

0.26 0.29 0.36 0.42 0.49

0.28 0.30 0.38 0.44 0.52

0.39 0.47 0.52 0.61 0.69

0.43 0.52 0.57 0.67 0.76

0.46 0.56 0.62 0.72 0.82

0.49 0.59 0.65 0.77 0.87

0.30 0.33 0,39 0.44 0.50

0.33 0.36 0.43 0.48 0.55

0.36 0.39 0.46 0.52 0:59

0.38 0.42 0.49 0.5S 0.63

0.52 0.61 0.69 0.77 0.88

0.57 0.67 0.76 0.85 0.97

0.62 0.72 0.82 0.91 1.05

0.65 0.77 0,87 0.97 1.11

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

178

LIOIITING FIXTURI8

INDUSTRIAL Explosion

Proof

INTERIOR INCANDESCENT FIXTURES EnoImmd

Ltmpholdor

1-Lamp

Units

MANHOURS EACH Manhours Reqmred to Hang Only Assemble and Hang For Height to For He!ght to 10' 15' 20' 25' " 1 0 ' 15' I 20' 25' "

Item Description Class II Explos!on Proof Surface Mounted. 60 Watts 100Watts 150 Watts 200 Watts 300 Watts Class ! Exp losion Proof Pendant Mounted 60 Watts 100Watts 150 Watts 200 Watts 300 Watts Class I Explosion Proof Surface Mounted 60 Watts 100Watts 150 Watts 200 Watts 300 Watts Class I Explosion Proof Pendant Mounted 60 Watts 100Watts 150 Watts 200 Watts 300 Watts

0.33 0.35 0.41 0.46 0.52

0.36 0.39 0.45 0.51 0.57

0.39 0.42 0.49 0.55 0.62

0.42 0.44 0.52 0.58 0.65

0.61 0.67 0.66 0.73 0 . 7 4 0.81 0.80 ! 0 . 8 8 0.91 1.00 i i 0.74 : 0.81 0.80 0.88 0.91 1 . 0 0 0.99 r 1 . 0 9 1.14 1.25

0.72 0.78 0.88 0.95 1.08

0.77 0.83 0.93 1.01 1.15

0.43 0.45 0.50 0.56 0.61

0.47 0.50 0.55 -

0.51 0.53 0.59 -

0.54 0.57 0.63 -

0.88 0.95 1.08

0.93 1.01 1.15

1.18

1.25

1.35

1.44

0.43 0.45 0.50 0.56 0.61

0.47 0.50 0.55 0.62 0.67

0.51 0.53 0.59 0.67 0.72

0.54 0.74 [ 0.81 0.88 0.57 0.80 0.88 0.95 0.63 0.91 ! 1 . 0 0 1 . 0 8 0.71!0.991.091.18 0.77 1.10 1.21 1.31

0.93 1.01 1.15 1.25 1.39

0.50 0.52 0.61 0.63 0.68

0.55 0.57 0.67 0.69 0.75

0.59 0.62 0.72 0.75 0.81

0.63i0.91 0.65 0.96 0.77 1.02 0.79 1.10 0.86 1 . 2 1

1.15 1.21 1.28 1.39 1.52

, , ,

1.00 1.06 1.12 1.21 1133

1.08 1.14 1.21 1.31 ! 1.44

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING FIX'gURIB

INDUSTRIAL Pendant

INTERIOR FIXTURES Mountod

Poroolsdn

179

INCANDESCENT iensm~l

Refleotor

1-Lsmap Untm MANHOURS EACH Item Description Separable Socket 60 Watts 1O0 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts 1-Piece Socket 60 Watts I O0 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts

zo'

Manhours Required to Hang Only Assemble and Hang For Height to For Height to

~s' 20" ..,

2s'

~0'

is'

20'

0.26 0.26 0.31 0.33 0.39 0.46 0.56 0.67 0.80

0.29 0.29 0.34 0.36 0.43 0.51 0.62 0.74 0.88

0.31 0.31 0.37 0.39 0.46 0.55 0.67 0.80 0.95

0.33 0.33 0.39 0.42 0.49 0.58 0.71 0.84 1.01

0.47 0.47 0.52 0.61 0.69 0.85 0.99 1.21 1.43

0.52 0.52 0.57 0.67 0.76 0.94 1.09 1.33 1,57

0.56i 0.56 0.62 0.72 0.82 1.01 1.18 1.44 1.70

0.30 0.30 0.33 0.39 0.43 0.50 0.57 0.68 0.83

0.33 0.33 0.36 0.43 0.47 0.55 0.63 0.75 0.91

0.36 0.36 0.39 0.46 0.51 0.59 0.68 0.81 0.99

0.38 0.38 0.42 0.49 0.54 0.63 0.72 0.86 1.05

0.55 0.55 0.61 0.69 0.74 0.91 1.07 1.27 1.51

0.61 0.61 0.67 0.76 0.81 1.00 1.18 1.40 1.66

0.65 0.65 0.72 0.82 0.88 1.08 1.27 1.51 1.79

.

.

.

.

.

.

.

2s'

I

0.59 0.59 0.65 0.77 0.87 1.07 1.25 1.52 1.80 0.69 0.69 0.77 0.87 0.93 1.15 1.35 1.60 1.90

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 59b for each additional 5 feet or fraction thereof.

180

LIGHT/NO IrlXTURRfJ

INDUSTRIAL Pendant

INTERIOR INCANDESCENT FIXTURES

Mounted

Poroolaln l-Lamp

Hnamol

Rofloo~r

Units

MANHOURS EACH Manhours Required tO. Hang Only Assemble and Hang For Height to . For Height to 10' 15' 20' 25' 10' 15' 20' 25'

Item Description

. .

Glass Lens or Diffuser 60 Watts 100Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000Watts 1500 Watts Vaportite 60Watts 100 Watts 150Watts 200 Watts 300 Watts 500 Watts 750 Watts .

.

.

.

.

0.39 0.39 0.44 0.46 0.52 0.57 0.67 0.80 0.94

0.43 0.43 0.48 0.51 0.57 0.63 0.74 0.88 1.03

0.46 0.46 0.52 0.55 0.62 0.68 0.80 0.95 1.12

0.49 ~ 0.69 0.49 0.69 0.55 0.74 0.58 0.83 0.65 0.94 0.72 1.07 0.74 1.21 1.01 1.43 1.18 1.65

0.76 0.76 0.81 0.91 1.03 1.18 1.33 1.57 1.82

0.82 0.82 0.88 0.99 1.12 1.27 1.44 1.70 1.96

0.87 0.87 0.93 1.05 1.18 1.35 1.52 1.80 2.08

0.39 0.44 0.48 0.54 0.57 0.65 0.72

0.43 0.48 0.53 0.59 0.63 0.72 0.79

0.46 0.52 0.57 0.64 0.68 0.77 0.86

0.49 0.55 0.60 0.68 0.72 0.82 0.91

0.76 0.81 0.88 0.97 1.09 1.21 1.40

0.82 0.88 0.95 1.05 1.18 1.31 1.51

0.87 0.93 1.01 1.11 1.25 1.39 1.60

.

.

0.69 0.74 0.80 0.88 0.99 1.10 1.27

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING i~XTURHB

INDUSTRIAL High

Bay

INTERIOR FIXTURES Rigid

Aluminum

181

INCANDESCENT Rofleotor

Lampholdmr

and

]Bxplosion.Proof

poz'oolsdn Bnsunol 1-Lmmp

MANHOURS Item Description High Bay Aluminum Reflector 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts ExLplosion-Proof Porcelain reflector Class lI - 60 Watts Class II - 100 Watts Class lI - 150 watts Class II - 200 Watts Class II - 300 Watts Class II - 500 Watts Class lI - 750 Watts

~0'

Roflootor

Units

EACH Manhours Required t ~ Assemble and H a n g Hang Only For Height to For Height t ~ __ ~s' 20,,' 25," 10' 15' 20' 25' 0.35 0.42 0.55 0.69

0.79 0.97

0.33 0.39 0.52 0.65 0.86 ~.os

0.39 0.47 0.61 0.74 0.99 1.21

0.43 0.52 0.67 0.81 1.09 1.33

0.46 0.56 0.72 0.88 1.18 1.44

0.49 0.59 0.77 0.93 1.25 1.52

0.47 0.48 o.ss 0.62 0.67

0.51 0.52 o.89 0.67 0.72

o.75

0.81

0.81 0.76 0.97 1.09 1.21 1.33

0.88 0.82 1.05 1.18 1.31 1.44

0.93 0.77 1.11 1.25 1.39 1.52

0.86

0.93

0.54 0.74 0.55 0.69 o.~ 0.88 0.71 0.99 0.77 1.10 0.86 1.21 0.98 1 . 3 5

1.49

1.60

1.70

0.28 0.33 0.44 0.55

0.31 0.36 0.48 0.61

0.72 0.88

0.43 0.44 o.so 0.56 0.61 0.68 0.78

0.9~ ~.~

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

182

LIGHTING I~CI'URH8

INTERIOR INCANDESCENT VAPORTITE LIGHT FIXTURES AND ACCESSORIES MAN HOURS EACH Item Description

~s'

20'

2s'

0.33 0.36 0.44 0.50 0.58 0.67 0.79

0.36 0.40 0.48 0.55 0.64 0.74 0.87

0.39 0.43 0.52 0.59 0.69 0.80 0.94

0.42 0.45 0.55 0.63 0.73 0.84 0.99

0.14 0.14 0.14 0.18 0.18

0.15 0.15 0.15 0.20 0.20

0.17 0.17 0.17 0.21 0.21

0.18 0.18 0.18 0.23 0.23

0.18 0.18 0.22 0.22 0.22 0.29 0.36

0.20 0.20 0.24 0.24 0.24 0.32 0.40

0.21 0.21 0.26 0.26 0.26 0.34 0.43

0.23 0.23 0.28 0.28 0.28 0.37 0.45

,

Pendant Mounted Vaportiee Lampho!der with Glass Globe 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts Accessories Threaded Neck Lampholder Steel Wire Guard for 60 Watts 100 Watts 150 Watts 200 Watts 300 Watts Reflector Wire Cage Lockmg Guard for 60 Watts .... 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts

~0'

Manhours for Height to

.

Manhours include checking out of job storage, handling, job hauling, distributing, layout and marking for installation, assembling of fixture, installation, connectiong the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING FIXTURES

INTERIOR Separable

MERCURY Sooket Rigid

VAPOR

188

FIXTURES

1- a n d ~ Z - L a m p h o l d e r U n i t s

MANHOURS EACH Item Description !-Lamp Units 250 Watts 300 Watts 400 Watts 500 Watts 750 Watts 1000 Watts

1500 Watts 2-Lamp Units 250 Watts 300 Watts 400 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts

!0'

Manhours Required to Han KOnly I Assemble and Hang For Height to J For Height to

Is' 20'__2__s-] I0'~ 15' 20' ] 25'

0.83 0.83 ~.00 ~.00

0.91 0.91 ~.zo ~.~0

0.99 0.99 ~.19 ~.~9

1.05 1.05 ~.26 1.26

1.51 1.51 ~.s2 ~.s2

1.66 1 . 7 9 1.66 1 . 7 g z o o 2.~6 z o o 2.~6

1.90 1.90 2.29 2.s9

z.30 1.76

~.43

~.s4

~.~

2.3~

2~4

1.98 2.10 2 . 5 1 2.66

3.03 3.80

3.33 4.18

z74 3.60

2.9~

1.84 2.11 2.32 1.30 1.46 1.67 2.11 2.52 2.96 3.33

1.43 1.61 1.84 2.32 2.77 3.26 3.66

1.54 1.73 1.98 2.51 2.99 3.52 3.96

1.64 2.31 1 . 8 4 2.64 2.10 3.03 2 . 6 6 3.74 3.17 4.57 3.73~5.34 4.19 6.05

2.54 2.90 3.33 4.11 5.03 5.87 6.66

2.74 3.14 3.60 4.44 5.43 6.34 7.19

2.91 3.32 3.82 4.71 5.75 6.72 7.62

.

.

.

.

1 - P i e o e S o o k e t R i g i d 1- a n d 2 - L s m p h o l d s r

3.92 4 . 5 1 4.79

Units

l-Lamp Units 250 Watts 300 Watts 400 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts 2-Lamp Units ' 250'Watts 300 Watts 400 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5 % for each additional 5 feet or fraction thereof.

184

LIGHTING

FIXT~S

INTERIOR MERCURY VAPOR FIXTURES RIGID VAPORTITE 1-LAMPHOLDER WITH GLASS COVER MANHOURS EACH Item Description 1-Lamp Units 250 Watts 300 Watts 400 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts

Manhours Required to Assemble and Hang Hang Only For Height to For Height to 10' 15' 20' 25' i0' 15 ~s' 20' 2s' 1.00

I.I0

1.19

1.26

1.09 1.18 1.28 1.42 1.81

1.20 1.30 1.41 1.56 1.99

1.29 1.40 1.52 1.69

1.37 1.49 1.61 1.79

2.33

2.56

2.15 2.77

2.28 2.93

.

_

1.82 1.93 2.09 2.31 2.59 3.36

2.00 2.17 2.30 2.54 2.85 3.70

4.24

4.66

2.16 2.29 2.48 2.74 3.08 3.99 5.04

2.28 2.43 2.63 2.91 3.26 4.23 5.34

.

INTERIOR MERCURY VAPOR HXTURES RIGID EXPLOSION PROOF 1-LAMPHOLDER UNITS Class II - Explosion Proof 250 Watts 300 Watts 400 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts Class I - Explosion Proof 250 Watts 300 Watts 400 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts

1.26 1.33 1.42 1.52 1.67 2.11 2.52

1.39 1.46 1.56 1.67 1.84 2.32 2.77

1.50 1.58 1.69 1.81 1.98 2.51 2.99

1.59 1.67 1.79 1.91 2.10 2.66 3.17

2.31 2.42 2.53 2.75 3.03 3.80 4.57 I

2.54 2.66 2.78 3.03 3.33 4.18 5.03

2.74 2.87 3.01 3.27 3.60 4.51 5.43

2.91 3.05 3.19 3.46 3.82 4.79 5.75

1.67 1.74 1.81 1.92 2.11 2.52 2.96

1.84 1.94 1.99 2.11 2.32 2.77 3.26

1.98 2.07 2.15 2.28 2.51 2.99 3.52

2.10 2.19 2.28 2.42 2.66 3.17 3.73

3.03i 3.14! 3.36 3.52 3.80 4.57 5.34

3.33 3.45 3.70 3.87 4.18 5.03 5.87

3.60 3.73 3.99 4.18 4.51 5.43 6.34

3.82 3.95 4.23 4.43 4.79 5.75 6.72

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting the circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, ctrcmt wiring, switches, light bulbs, special hangers or supports not supplied with fixture, and ladders or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

L I G H T I N G I~XXTUlq~S

lS5

FLUORESCENT HGHTING FIXTURES INTERIOR SURFACE MOUNTED X-TUbs Fixturos MANHOURS EACH Item Description

Tube Length (Inches)

Commercial Grade Single Fixtures

18 24 36 48 72 96

Manhours Required to Hang Only Assemble and Hang For Height to For Height to , . ~o' ~s'~ 20' 25' ~o' i,,'25 p

Is'12~

0.57 0.67 0.74 0.83 1.00 1.18

0.63 0.74 0.81 0.91 1.10 1.30

48 72 96

. . . . . . . . . . . 1 0 . 6 7 0.74 0.80 0.84 1.54 1 . 6 9 ' 1.83 I 1.94 0.740-810.880.931.731.902.062.18! t 0.911.001.081.152.122.33,2.5212.67

Industrial Grade Single Fixtures

18 24 36 48 72 96

0.56 0.63 0.72 0.80 0.96 1.13

Continuous Row Fixtures

48 72 96

0.63 0.72 0.83

0.62 0.67 0.71 0.69 0.75 0.79 0.79 0.86 0.91 0.88 0.95~ 1.01 1.06 1.14 1.21 1.24 1.34 1.42 . . . 0.69 0.75 0.79 0.79 0.86 0.91 0.91 0.99 1.05

Continuous Row Fixtures

0.68 0.80 0.88 0.99 1.19 1.40

0.72 0.84 0.93 1.05 1.26 1.49

1.321 1.54 1.73 1.93 2.31 2.70

1.45i1.57~ 1.66 1.69] 1.83 I 1.94 1 . 9 0 1 2 . 0 6 ' , 2.18 2.12 I 2 . 2 9 2.43 2 . 5 4 i 2 . 7 4 " 2.91 2 . 9 7 / 3 . 2 1 3.40

1.27 1.43 1.65 1.82 2.20 2.59 .

1.40 1.57 1.89 2.00 2.42 2.85

1.51 i 1.60 1.70 1.80 1.96 2.08 2.16 2.29 2.61 2.77 3 . 0 8 [~3. . .. 2. . 6

1.43 1.65 1.93

1.57 1.89 2.12

1.7C 1.80 1.9r 2.08 2.2g 2.43

I

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

186

lIGHTING

jTX'l~DRafl

FLUORESCENT INTERIOR

LIGHTING FIXTURES SURFACE MOUNTED B-TubQ Fixturos MANHOURS EACH

Item

Tube i Manhours Required to ! Hang Only Assemble and Hang Length For Height to For Height to {Inches)' I0' I i15' T 20' 25' I0' ~s'i2o'2s'

Description

18 24 36 48 72 96

Commercial Grade Single Fixtures

0.67 0.76 0.83 0.91 1.09 1.26

iL

L_

Continuous Row Fixtures

Industrial Grade Single Fixtures

.

18 24 36 48 72 96

0.63 0.69 0.720.79 0.80 0.88 0.89 0.98 1.05 1.16 1.22 1.341

96

~

,

i 0.72 0.80 i0.91 i

0.80 0.90 0.99 1.08 1.29 1.50 -

0.76 0.83 1.00

48 72 i

~

48 72 96

,

Continuous Row Fixtures

0.741 0.84 0.91 ! 1.00 1.20 1.39

0.84 0.96 1.05 1.15 1.37 1.59 i

:

0 . 8 4 0.90 0.91 0.99 I . I 0 1.19

.

,

0.79 0.88 1.00

.

0.75 0.86 0.95 1.06 1.25 1.45 ,

,

1.54 1.73 1.93 2.12 2.53 2.89

1.69 1.90 2.12 2.33 2.78 3.18 :

'~'

2.18 2.43 2. 2. 2.91

0.96 1.05 1.26

1.73 1.93 2.31

1.90i2.06 2 . 1 2 2.29 2.54 2.74

0.79 0.91 1.01 1.12 1.32 1.54

1.43 1.65 1.82 2.04 2.42 2.81

1.57

1.70

1.80

1.82 2.00 2.24 2.66 3.091

1.96 2.16 2.42 2.87 3.34

2.08 2.29 2.57 3.05 3.54

|

0.86 0.91 0.95'1.01 1.08! 1.15

.

.

1.65 1.82 2.12

"

1.83 I..94 2 . 0 6 2 . .18 2.29 2..43 2.52 2.~.67 3.19 3.01 3. 3.64 3.43 3.

i

.

.-

1.82 1.96 2.08 2.00 i2.16 2.29 2.33 i 2.52 ] 2.67

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang~)nly manhours only include hanging of fixture. Assemble-and-Hang rnanhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING PIXTURIBS

187

FLUORESCENT LIGHTING FIXTURES INTERIOR SURFACE MOUNTED 8-Tube

Fixtures

MAN HOURS EACH

Item Description

Commercial Grade Single Fixtures

Tube Length (Inches)

Manhours Required to Hang Only Assemble and Hang For Heisht to For Height. to 10' 15' 20' 25; l ff 15' 20' 25'

18 24 36 48 72 96

0.76 0.83 0.91 1.00 1.18 1.26

0.84 0.91 1.00 1.10 1.30 1.39

0.90 0.99 1.08 1.19 1.40 1.50

48 72 96

0.83 0.91 1.09

0.91 1.00 1.20

0.99 1.08 1.29

0.96 1.05 1.15 1.26 1.49 1.59 .

Continuous Row Fixtures

.

.

1.05 1.15 1.37

1.7~l 1.93 2.12 2.31 2.70 3.08 .

.

.

.

.

1.93 2.12 2.53

,

1.90 2.12 2.33 2.54 2.97 3.39

2.18 2.43 2.67 2.91 3.40 3.88

2.29 2.52 3.01

2.43 2.67 3.19

.

2.12 2.33 2.78 9

2.06 2.29 2.52 2.74 3.21 3.66

,

,

Industrial Grade Single Fixtures

18 24 36 48 72 96

0.72 0.80 0.89 1.43 1.71 1.93

0.79 0.88 0.98 1.57 1.88 2.12

0.86 0.95 1.06 1.70 2.03 2.29

0.91 1.01 1.12 1.80 2.15 2.43

1.65 1.82 2.04 2.20 2.61 3.00

1.82 2.00 2.24 2.42 2.87 3.30

1.96 2.16 2.42 2.61 3.10 3.56

2.08 2.29 2.57 2.77 3.29 3.78

Continuous Row Fixtures

48 72 96

0.80 0.89 1.05

0.88 0.98 1.16

0.95 1.06 1.25

1.01 1.12 1.32

1.82 2.04 2.42

2.00 2.24 2.66

2.16 2.42 2.87

2.29 2.57 3.05

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, mstallation, connecting cwcuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

188

LIGHTING I~L~RILI

FLUORESCENT LIGHTING FIXTURES INTERIOR SURFACE MOUNTED 4.Tabo Fixtures MANHOURS EACH Item

Tube Length

.... Manhours Requ_ired to Hang Only Assemble and Hang For Height to For Height to l'O' 15' 20' 25' 10; 15' 20 ~ 25'

Description

(Inches)

Commercial Grade Single Fixtures

18 24 36 48 72 96

0.83 0.91 1.00 1.09 1.26 1.42

0.91 1.00 1.10 1.20 1.39 1.56

0.99 1.08 1.19 1.29 1.50 1.69

1.05 1.15 1.26 1.37 1.59 1.79

1.93 2.12 2.31 2.53 2.89 3.27

2.12 2.33 2.54 2.78 3.18 3.60

2.29 2.52 2.74 3.01 3.43 3.88

2.43 2.67 2.91 3.19 3.64 4.12

Continuous Row Fixtures

48 72 96

0.91 1.00 1.18

1.00 1.10 1.30

1.08 1.19 1.40

1.15 1.26 1.49

2.12 2.31 2.70

2.33 2.54 2.97

2.52 2.74 3.21

2.67 2.91 3.40

Industrial Grade Single Fixtures

18 24 36 48 72 96

0.80 0.89 0.95 0.81 1.18 1.39

0.88 0.98 1.06 0.89 1.30 1.53

0.95 1.06 1.14 0.96 1.40 1.65

1.01 1.12 1.21 1.02 1.49 1.75

1.82 2.04 2.20 2.42 2.81 3.19

2.00 2.24 2.42 2.66 3.09 3.51

2.16 2.42 2.61 2.87 3.34 3.79

2.29 2.67 2.77 3.05 3.54 4.02

48 72 96

0.89 0.96 1.15

0.98 1.06 1.27

1.06 1.14 1.37

1.12 1.21 1.45

2.04 2.20 2.61

2.24 2.42 2.87

2.42 2.61 3.10

2.67 2.77 3.29

--

~

, , , , o

~

.

.

.

.

.

.

I .

.,.

.

Continuous Row Fixtures . . . . .

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. H a n g ~ n l y manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING FIXTUREB

FLUORESCENT INTERIOR

189

LIGHTING FIXTURES SURFACE MOUNTED 6-1~abo F / x t u r o s MANHOURS

EACH

Manhours Required to 9 Hang Only Assemble and Hang For Height to ForHeight to , 10'~S' 20~ 25' I0' 15' 20' 25'

Item Description

Tube Length (Inches)

~.18 1.30 ~.40 ~.49

Commercial Grade Single Fixtures

36 48 72 96

1.26 1.42 1.57

1.39 1.56 1.73

1.50 1.69 1.87

Continuous Row Fixtures

48 72 96

1.09 1.18 1.33

1.20 1.30 1.46

Industrial Grade Single Fixtures

36 48 72 96

1.15 1.22 1.38 1.ss

Continuous Row Fixtures

48 72 96

1'05 1.15 1.30

q

....

1.59 1.79 1.98

2.70 2.89 3.27 3.66

1.29 1.40 1.58

1.37 1.49 1.67

2.53 2.70 3.08

1.27 1.34 1.52 1.71

1'.371.45 1.64 1.s4

1.45 1.54 1.74 1.9s

1.16 1.27 1.43

1.25 1.37 1.54

1.32 1.45 1.64

.

.

.

2.97 3.18 3.60 4.03

3.21 3.43 3.88 4.35

3.40 3.64 4.12 4.61

2.78 2.97 3.39

3.01 3.21 3.66

3.18 3.40 3.88

2.61 2.81 3.19 3.58

2.87 3.09 3.51 3.94

3.10 3.34 3.79 4.25

3.29 3.54 4.02 4.51

2.42 2.61 3.00

2166 2.87 3.30

2.87 3.10 3.56

3.05 3.39 3.78

.

.

,,

. . . .

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5~ for each additional 5 feet or fraction thereof.

100

LIO~O

F/XTUIgim

FLUORESCENT LIGHTING FIXTUBES IF~rEI:LIOR S U R F A C E M O U N T E D 8.Tulm

Flxtuz~s

MANHOURS Item Description

EACH

Tube

" Manh0urs Required to Hang Only Assemble and Hang Length F o r Height to For Height to (Inches) - I0' 15' 20' 25' I 0' 15' 20' 25' .

.

.

.

.

.

.

.

Commercial Grade Single Fixtures

48 72

1.42 1.57 1.79

1.56 1.69 1.73 1.87 1.96 2.11

1.79 1.98 2.23

3.27 3.66 4.04

3.88 4.35 4.80

4.12 4.61 5.09

Continuous Row Fixtures

48 72 96

1.26 1.33 1.50

1.39 1.46 1.65

1.50 1.58 1.78

1.59 1.67 1.89

2.89 3.18 3.43 3.08 3.39 3.66 3.47 3.82__ 4.12

3.64 3.88 4.37

Industrial Grade Single Fixtures

48 72 96

1.39 1.54 1.70

1.53 1.69 1.87

1.65 1.83 2.02

1.75 1.94 2.14

3.19 3.58 3.96

3.51 3.94 4.36

3.79 4.25 4.70

4.02 4.51 4.99

Continuous Row Fixtures

48 72

1.20 1.30

1.32 1.43

1.43 1.54

1.51 1.64

2.81 3.00 3.36

3.09 3.30 3.70

3.34 3.56 3.99

3.54 3.78 4.23

96

3.60 4.03 4.44

, , .

.....

96

1.46 1.61

1.73

1.84

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture,installation,connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING FIXTUREB

FLUORESCENT INTERIOR

191

LIGHTING FIXTURES CEILING SUSPENDED l-'Dabe Fixtures

MANHOURS EACH Item Description

Tube Length (Inches)

M anhours Required to Hang Only [ Assemble and Hang For Height to 2 5 , F o rto _ Height

2s'

0.88 0., ,.08

0.93 ,.0~ ,.,s

,.,9

~.2~

2.~,

Z 5

0.81 0.9, ,.00 ,.~0 ~.30 ~.46

~.40 1.ss

~.49 ~.67

95

c.83 0.91 1.09

0.9~ 1.00 1.20

0.99 1.08 1.29

Industrial Grade Single Fixtures

18 14 36 48 72 9'6

0.67 0.74 0.83 0.91 1.09

0.74 0.81 0.91 1.00 1.20

0.~0 0.88 0.99 1.08 1.29

1.27

1.40

Continuous Row Fixtures

48 72 96

0.74 0.81 0.83 0.91 1.00 ! . 1 0

Commercial Grade Single Fixtures

5

Continuous Row Fixtures

o' _is'

[

20'

0.74 o.83 0.~, ,.00 1.18 1.33

~0'

1.76 ,.~3 2.,2

is'

20'

1.9'4 2.091| 2 . 2 2 2.,2

2 . 2 ~ 2.,~

2.70 3.o8

~.33 2.s, 2.97 3.39

2.521 2 . ~ 2 . ' , 1 2.~, 3.2~!3.40 3.661 3.88

~.05 1.15 1.37

~.93 2.12 2.50

2.12 2.33 2.75

2.29f 2.4a 2.52 I 2.67 2.971 3.15

0.84 0.93 1.05 1.15 1.37

~.s4 1.73 1.93 2.12 2.50

~.69 1.90 2.12 2.33 2.75

~.83 2.06 2.29 2.52 2.97

~.94 2.18 2.43 2.67 3.15

1 . 5 1 1.60

2.89

3.18

3.43

3.64

0.88 0.99 1.19

1.73 1.93 2.31

1.90 2.12 2.54

2.06 2.29 2.74

2.i8 2.43 2.91

0.93 1.05 1.26

i

I

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

192

LIGHTING

FIXTURE8

FLUOREBCENT LIGHTING FIXTURES INTERIOR CEILING SUSPENDED 2-'l~bs

Fi~turms

MANHOURS EACH Manhours Required to H a n g 0nly Assemble and-Hang For Height to For Height to 10' ' 15' 20' 25' 10 ~ 15' 20' 25'

Item Description

Tube Length (Inches)

Commercial Grade Single Fixtures

18 24 36 48 72 96

0.83 0.91 1.00 1.09 1.26 1.42

0.91 1.00 1.10 1.20 1.39 1.56

0.99 1.08 1.19 1.29 1.50 1.69

1.05 1.15 1.26 1.37 1.59 1.79

1.93 2.12 2.31 2.53 2.89 3.27

2.12 2.33 2.54 2.78 3.18 3.60

2.29 2.52 2.74 3.01 3.43 3.88

2.43 2.67 2.91 3.19 3.64 4.12

Continuous Row Fixtures

48 72 96

0.91 1.00 1.18

1.00 1.10 1.30

1.08 1.19 1.40

1.15 1.26 1.49

2.12 2.31 2.70

2.33 2.54 2.97

2.52 2.74 3.21

2.67 2.91 3.40

Industrial Grade Single Fixtures

18 24 36 48 72 96

0.76 0.83 0.91 1.00 1.18 1.33

0.91 1.00 1.10 1.30 1.46

0.99 1.08 1.19 1.40 1.58

1.05 1.15 1.26 1.49 1.67

1.73 1.93 2.12 2.31 2.70 3.08

2.12 2.33 2.54 2.97 3.39

2.29 2.52 2.74 3.21 3.66

2.43 2.67 2.91 3.40 3.88

Continuous Row Fixtures

48 72 96

0.83 0.91 1.09

0.91 1.00 1.20

0.99 1.08 1.29

1.05 1.15 1.37

1.93 2.12 2.53

2.12 2.33 2.78

2.79 2.52 3.01

2.43 2.67 3.19

, .

.

.

.

.

.

.

.

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installauon, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

FIXTUR3ES

LIGHTING

198

FLUORESCENT LIGHTING FIXTURES INTERIOR CEILING SUSPENDED 8-Tube

Flstures

MANHOURS EACH Item Description

Tube !

Manhours Required to Hang Only Assemble and Hang Length For Height to [ FOlr5]Height to (Inches), i 0 ' [ 15'--: 2 0 ; 1 25' 10' s'20,.. 2 s'

~8

Commercial Grade Single Fixtures

Continuous Row Fixtures

lndustrtai Grade Single Fixtures

24 36 48 72 96 48 72 96 18 24 36 48 72 96

48 Continuous Row Fixtures

72 96

0.91

~00

~.0s

.00

1.09 ] 1.18 i 1.33 1.50 !

n

1.20 1.29 1.30j 1.40 1,461 1.58 1.65 1.78

F 1.0,,n ,, . l vn' 1.19 1.09 1.20 1.29 ' 1.26 .26! 1.39 1.50 0.83 0.91 1.00

It

,

1.25 1.38 1.4211.56

_ 0.99 1.08 1.19 1.29 1.49 1.69

0.91 1.00 1.00 1.10 1 . 1 8 1.30

1.08 1.19 1.40

1.09

F

0.91 1.00 1.10

,

1.20

.

/

,

~.~sI2.12

213 2.33

2.52

,.26

2.3,

2.s

2.7,

1.37 1.49 1.67 1.89 i

2.53 2.70 3.08 3.47

2.78 2.97 3.39 3.82

3.01 3.21 3.66

3.19 3.40 3.88

4.12

4.37

,

.

|

,

,

2167

,

1 . 2 6 2.31 2.54 1.37 2.53 ! 2.78 i 1.59J 1.591 2.89 2 . 8 9 3.11 3.18

2.74 2.91 3.01 3.19 3.431 3.64

1.05 1.15 1.26 1.37 1.57 1.79

. . .I 2.12 . . . 1.93 2.12 2.33 2.31 2.54 2.53 2.78 2.89 3.18 3.27 3.60

i . 2.29 2.43 2.52 2.67 2.74 2.91 3.01 3.19 3.43 3,64 3.88!4.12

2.12 2.33 2.31 l 2.54 2.70 2.97

2.52 2.74 3.21

1.15 1.26 1.49

.

2.67 2.91 3,40

All manhours include checkmg out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installauon, connecting circmt power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, cweuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fractton thereof.

i

4 '

194

LIGHTING FIXTURHB

FLUORESCENT INTERIOR

LIGHTING FIXTURES CEILING SUSPENDED 4-Tube

FLztures

MANHOURS EACH Item Description

Tube Length (Inches)

~0'

Manhours Required to . . . . . . Hang Only Assemble and Hang For Height to For Height to

~s'

20'

25'

10'

~s'

20'

2s'

1.10 1.20 1.30 1.39 1.56 1.73

1.19 1.29 1.40 1.50 1.69 1.87

1.26 1.37 1.49 1.59 1.79 1.98

2.31 2.53 2.70 2.89 3.27 3.66

2.54 2.78 2.97 3.18 3.60 4.03

2.74 3.01 3.21 3.43 3.88 4.35

2.91 3.19 3.40 3.64 4.12 4.61

18 24 36 48 72 96

1.00 1.09 1.18 1.26 1.42 1.57

48 72 96

1".09 1.20 1.18 1.30 1.33 1.46

1.29 1'.37 1.40 1.49 1.58 1.67

2.5'3 2.70 3.08

2.78 2.97 3.39

3.01 3.21 3.66

3'.19 3.40 3.88

Industrial Grade Single Fixtures

18 24 36 48 72 96

0.91 1.00 1.09 1.18 1.33 1.50

1.00 1.10 1.20 1.30 1.46 1.65

1.08 1.19 1.29 1.40 1.58 1.78

1.15 1.26 1.37 1.49 1.67 1.89

2.12 2.31 2.53 2.70 3.08 3.47

2.33 2.54 2.78 2.97 3.39 3.82

2.52 2.74 3.01 3.21 3.66 4.12

2.67 2.91 3.19 3.40 3.88 4.37

Continuous Row Fixtures

48 72 96

1.00 1.09 1.26

1.10 1.20 1.39

1.19 1.29 1.50

1.26 1.37 1.59

2.31 2.53 2.89

2.54 2.78 3.18

2.74 3.01 3.43

2.91 3.19 3.64

Commercial Grade Single Fixtures

Contmuous Row Fixtures

k

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installauon of conduit, boxes, circuit wiring, swRches, tubes, special hangers or supports not supplied wRh fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these t~me frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING

FIXTT.THE9

195

FLUORESCENT LIGHTING FIXTURES INTERIOR CEILING SUSPENDED 6-1~lxbe F i x t u r e s M A N H O U R S EACH Manhours Required to Assemble and Hang Hang Only For Height to .....F o r Heigh t to 10' 15' 20' 25' tO' is' 2o' 2s'

Item Description

Tube Length (Inches)

Commercial Grade Single Fixtures

36 48 72 96

1.33 1.42 1.57 1.76

Continuous Row Fixtures

48 72 96 36 48 72 96

L

Industrial Grade Single Fixtures

Continuous Row Fixtures

48 72 ....96

J

,,,

1.46 1.56 1.73 1.94

1.58 1.69 1.87 2.09

1.67 1.79 1.98 2.22

3.08 3.27 3.66 4.04

3.39 3.60 4.03 4.44

3.66 3.88 4.35 4.80

3.88 4.12 4.61 5.09

1.26 1.33 1.50

1.39 1.46 1.65

1.50 1.58 1.78

1.59 1.67 1.89

2.89 3.08 3.47

3.18 3.39 3.82

3.42 3.66 4.12

3.64 3.88 4.37

1.09

1.20

1.29

1.37

1.18

13o

1.4o

1.49

1.33 1.50

1,46 1,65

1.58 1.78

1.67 1.89

2.53 2.70 3.08 3.47

2.78 2.97 3.09 3.82

---1.04 1.14 1.24 1.31 1.09 1.20 1.29 1.37 1.26 1:39 1.50 1.59

1.76 2.53 2.89

1.94 2.78 3.18

,|

..

.

.

.

.

.

.

_+

3.01 3.21 3.66 4.12

.

3.19 3.40 3.88 4.37 - - L _ _ _

2.09 3.01 3.43

- -

_

2.22 3.19 3.64 ,,

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting cwcmt power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

196

LIGHTING FIXTURHS

FLUORESCENT LIGHTING FIXTURES INTERIOR CEILING SUSPENDED 8-~abo

Fixtures

MANHOURS EACH Manhours Reqmred to Assemble and Hang Hang Only For He!ght to For Heightto 10' 15' 20' 25' 10 ~ 15' 20' 25'

Item

Tube Length

Description

(Inches)

Commercial Grade Single Fixtures

48 72 96

1.57 1.76 1.91

1.73 1.94 2.10

1.87 2.09 2.26

1.98 2.22 2.39

3.66 4.04 4.43

4.03 4.44 4.87

4.35 4.80 5.26

4.61 5.09 5.58

Continuous Row Fixtures

48 72 96

1.42 1.50 1.67

1.56 1.65 1.84

1.69 1.78 1.98

!.79 1.89 2.10

3.27 3.47 3.85

3.60 3.82 4.24

3.88 4.12 4.57

4.12 4.37 4.85

Industrial Grade Single Fixtures

48 72 96

1.50 1.67 1.83

1.65 1.84 2.01

1.78 1.98 2.17

1.89 2.10 2.30

3.47 3.85 4.24

3.82 4.24 4.66

4.12 4.57 5.04

4.37 4.85 5.34

Continuous Row Fixtures

48 72 96

1.33 1.42 1.57

1.46 1.56 1.73

1.58 1.69 1.87

1.67 1.79 1.98

3.39 3.60 4.03

3.66 3.88 4.35

3.88 4.12 4.61

M

3.08 3.27 3.66

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installatmn, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installatmn of conduit, boxes, circuit ,,wring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respeetive tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

L I Q H T I N Q 15DL"PORI9

197

FLUORESCENT LIGHTING FIXTURES INTERIOR RECESSED MOUNTED 1- a n d

8-']Nabe F i x t u r o s

MANHOURS EACH Manhours Required to

Item Description

T u b e

HangOnly

~

Assembieand Hang

Length For Height to (Inches)- 10; 15' 20' . 25'

Commercial Grade Single Fixtures 1-Tube

18 24 36 48 72 96

0.83 0.91

0.91 0.99 100 1.08

1.10

1.19

1.26

1.09 1.26 1.42

1.20 1.39 1.56

1.29 1.50 1.69

Continuous Row Fixtures 1-Tube

48 72 96

0.91 1.00 1.17

1.00 1.10 1.29

1.08 1.19 1.39

18 Commercial Grade Single Fixtures 2-Tube

24 36 48 72 96

0.91 1.00 1.09 1.18 1.33 1.50!

1.00 1.10 1.20 1.30 1.46 1.65

Continuous Row Fixtures 2-Tube

48 72 96

1.00 1.09 1.26

1.I0 1.20 1.39

1.00

.

.

.

For Height to 15' 20' 25'

10'

1.37 1.59 1.79

1.93 2.12 2.12 2.33 2.31 2.54 2.50 2.75 2.89 3.18 3.27 3.60

2.29 2.52 2.74 2.97 3.42 3.88

3.43 2.67 2.91 3.15 3.64 4.12

1.15 1.26 1.47

2.12 2.31 2.70

2.33 2.54 2.97

2.52 2.74 3.21

2.67 2.91 3.40

1.08 1.19 1.29 1.40 1.58 1.78

1.15 1.26 1.37 t.49 1.67 1.89

1.57 2.31 2.53 2.70 3.08 3.47

1.73 2.54 2.78 2.97 3.39 3.82

1.87 2.74 3.01 3.21 3.66 4.12

1.98 2.91 3.19 3.40 3.88 4.37

1.19 1.29 1.50

1.26 1.37 1.59

2.31 2.53 2.89

2.54 2.78 3.18

2.74 3.01 3.42

2.91 3.19 3.64

.

.

.

.

1.05 1.15

.

.

.

.

.

_

.

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

198

LIG~G

FIXTUR2S

FLUORESCENT LIGHTING FIXTURES INTERIOR RECESSED MOUNTED 8- end 4-TUbo Flxturoa MANHOURS EACH Item

Tube Length

Description

(Inches)

18 Commercial Grade Single Fixtures 3-Tube

Manhours Required to Hang Only Assemble and Hang For Height to For Height to 10' 15' 20' 25' 10' 15' 20'

25'

1.00 1.09 1.18 1.26 1.42 1.57

1.10 1.20 1.30 1.39 1.56 1.73

1.19 1.29 1.40 1.50 1.69 1.87

1.26 1.37 1.49 1.59 1.79 1.98

1.76 2.53 2.70 2.89 3.27 3.68

1.94 2.78 2.97 3.18 3.60 4.05

2.09 3.01 3.21 3.43 3.88 4.37

1.09 1.18 1.33

1.20 1.30 1.46

1.29 1.40 1.58

1.37 1.49 1.67

2.53 2.70 3.08

2.78 2.97 3.39

3.01 3.21 3.66

3.19 3.40 3.88

96

1.09 1.18 1.26 1.33 1.50 1.67

1.20 1.30 1.39 1.46 1.65 1.84

1.29 1.40 1.50 1.58 1.78 1.98

1.37 1.49 1.59 1.67 1.89 2.10

2.53 2.70 2.89 3.08 3.47 3.85

2.78 2.97 3.18 3.39 3.82 4.24

3.01 3.21 3.43 3.66 4.12 4.57

3.19 3.40 3.64 3.88 4.37 4.85

48 72 96

1.18 1.26 1.42

1.30 1.39 1.56

1.40 1.50 1.69

1.49 1.59 1.79

2.70 2.89 3.27

2.97 3.18 3.60

3.21 3.43 3.88

3.40 3.64 4.12

24 36 48 72 96

2.22 3.19 3.40 3.64 4.12 4.63 ,

Continuous Row Fixtures 3-Tube

Commercial Grade Single Fixtures 4-Tube

Continuous Row Fixtures 4-Tube

48 72 96 18 24 36 48 72

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. HangCnly manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

199

LIGHTING i~Z~UIq~S

FLUORESCENT INTERIOR

LIGHTING FIXTURES RECESSED MOUNTED

6 - a n d 8-'JPube F i x t u r e s MANHOURS EACH Item Description

Manhours Required. to Assemble and Hang Hang Only .j For Height to For Height to (Inches) ~- 10' i5' 20' 25' ~o' i s ' 20' 25' Tube Length

.

,,

.

.

.

.

.

.

1.56 1.65 1.84 2.01

1.69 1.78 1.98 2.17

1.79 1.89 2.10 2.30

3.27 3.63 3.85 4.24

3.60 3.99 4.24 4.66

3.88 4.31 4.57 5.04

4.12 4.57 4.85 5.34

1.46 1.56 1.73

1.58 1.69 1.87

1.67 1.79 1.98

3.08 3.27 3.66

3.39 3.60 4.03

3.66 3.88 4.35

3.88 4.12 4.61

36 48 72 96

. . . 1.67 1.84 1.83 2.01 2.00 2.20

. 1.98 2.17 2.37

2.10 2.30 2.51

3.85 4.24 4.62

4s

1.so

~.78 ~.89

3.47 3.67 4.04

Commercial Grade Single Fixtures 6-Tube

36 48 72 96

1.42 1.50 1.67 1.83

Continuous Row Fixtures 6-Tube

48 72 96

1.33 1.42 1.57

Commercial Grade Single Fixtures &Tube

,

_

1

,

,

.

Continuous Row Fixtures 8-Tube

72 9 6 ......

.

1.57 !.79

.

.

1.6s 1.73 1.96

.

.

. . .

.

1.87 1.98 2,.1,1 2.23

....

. . ,

,...

4.24 4.66 5.08

4.57 5.04 5.49

4.85 5.34 5.82

3.82 4.04 4.44

4.12 4.36 4.80

4.37 4.62 5.09

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wtring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

800

I.,IOICr

F

~

S

FLUORESCENT LIGHTING FIXTURES INTERIOR WALL OR COVE MOUNTED 1- m a d B - T U b s F l x t m s MANHOURS EACH Manhours Required t o " ' Hang Only Assemble and Hang For Height to For Height to

Item Description

Tube Length (Inches)

10'

....15'

20'

25'

10"

15'

20'

25'

Commercial Grade Single Fixtures 1-Tube

18 24 36 48 72 96

0.50 0.57 0.67 0.74 0.91 1.09

0.55 0.63 0.74 0.81 1.00 1.20

0.59 0.68 0.80 0.88 1.08 1.29

0.63 0.72 0.84 0.93 1.15 1.37

1.16 1.32 1.54 1.73 2.12 2.50

1.28 1.45 1.69 1.90 2.33 2.75

1.38 1.57 1.83 2.06 2.52 2.97

1.46 1.66 1.94 2.18 2.67 3.15

48 72 96

0.57 0.67 0.83

0.63 0.74 0.91

0.68 0.80 0.99

0.72 0.84 1.05

1.32 1.54 1.93

1.45 1.69 2.12

1.57 1.83 2.29

1.66 1.94 2.43

18 24 36 48 72 96

0.57 0.67 0.76 0.83 1.00 1.18

0.63 0.74 0.84 0.91 1.10 1.30

0.68 0.80 0.90 0.99 1.19 1.40

0.72 0.84 0.96 1.05 1.26 1.49

1.32 1.54 1.73 1.93 2.31 2.70

1.45 1.69 1.90 2.12 2.54 2.97

1.57 1.83 2.06 2.29 2.74 3.21

1.66 1.94 2.18 2.43 2.91 3.40

48 72 96

0.67 0.76 i..0.9!

0.74 0.84 1.00

0.80 0.90 1.08

0.84 0.96 1.15

1.54 1.73 2.12

1.69 1.90 2.33

1.83 2.06 2.52

1.94 2.18 2.67

.

Continuous Row Fixtures 1-Tube

Commercial Grade Single Fixtures 2-Tube

Continuous Row Fixtures 2-Tube

.

.

. .

, . .

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connectmg circmt power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, ctrcuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING I~IXTURH8

201

FLUORESCENT HGHTING FIXTURES INTERIOR WALL OR COVE MOUNTED 8- mad 4-'l~tbo Fixtures MANHOURS EACH

Tube

Item

Length

Description

(Inches)

Manhours Requ~ed"to

Hang Only For Height to 10' 15' 20' 25'

Assemble and Hang " For Height to 15' 20' 25'

10'

. .

18 24 36 48 72 96

0.67 0.76 0.83 0.91 1.09 1.26

0.74 0.84 0.91 1.00 1.20 1.39

0.80 0.90 0.99 1.08 1.29 1.50

0.84 0.96 1.05 1.15 1.37 1.59

1.54 1.73 1.93 2.12 2.53 2.89

1.69 1.90 2.12 2.33 2.78 3.18

1.83 2.06 2.29 2.52 3.01 3.43

1.94 2.18 2.43 2.67 3.19 3.64

Continuous Row Fixtures 3-Tube

48 72 96

0.76 0.83 1.00

0.84 0.91 1.10

0.90 0.99 1.19

0.96 1.05 1.26

1.73 1.93 2.31

1.90 2.12 2.54

2.06 2.29 2.74

2.18 2.43 2.91

Commercial Grade Single Fixtures 4-Tube

18 24 36 48 72 96

0.76 0.83 0.91 1.00 1.18 1.33

0.84 0.91 1.00 1.10 1.30 1.46

0.90 0.90 1.08 1.19 1.40 1.58

0.96 1.05 1.15 1.26 1.49 1.67

1.73 1.93 2.12 2.31 2.70 3.08

1.90 2.12 2.33 2.54 2.97 3.39

2.06 2.29 2.52 2.74 3.21 3.66

2.18 2.43 2.67 2.91 3.40 3.88

48 72 96

0.83 0.91 1.09

0.91 1.00 1.20

0.99 1.08 1.29

1.05 1.15 1.37

1.93 2.12 2.53

2.12 2.33 2.78

2.29 2.52 3.01

2.43 2.67 3.19

Commercial Grade Single Fixtures 3-Tube

,

Continuous Row Fixtures 4-Tube

,

,,

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

202

LIGHTING

FIXTURES

FLUORESCENT HGHTING FIXTURES INTERIOR WALL AND COVE MOUNTED 6- a n d 8.'J~bo l ~ = : t u r e s MANHOURS EACH Manhours Required to HangOnly Assemble and Hang For Height to For Height to 1O' 15' 20' 25' I 0 ' L 15' 20' . 25'

Item Description

Tube Length (Inches)

Commercial Grade Single Fixtures 6-Tube

36 48 72 96

1.09 1.18 1.33 1.50

1.20 1.30 1.46 1.65

1.29 1.40 1.58 1.78

1.37 1.49 1.67 1.89

2.53 2.70 3.08 3.47

2.78 2.97 3.39 3.82

3.01 3.21 3.66 4.12

3.19 3.40 3.88 4.37

48

1.O0 1.10 1.09 1.20 1.26 1.39

1.19 1.29 1.50

1.26 1.37 1.59

2.31 2.53 2.89

2.54 2.78 3.18

2'.74 3.01 3.43

2.9i 3.19 3.64

Continuous Row Fixtures 6-Tube ,

Commercial Grade Single Fixtures 8-Tube

72 96

,

. . . .

36 48 72 96

1.33 1.50 1.67

1.46 1.65 1.84

1.58 1.78 1.98

1.67 1.89 2.10

3.08 3.47 3.85

48 72 96

1.18 1.26 1.42

1.30 1.39 1.56

1.40 1.50 1.69

1.49 1.59 1.79

2.70 2.89 3.27

i

3.33 3.82 4.24

3.60 4.12 4.57

3.82 4.37 4.85

2.97 3.18 3.60

3.21 3.43 3.88

3.40 3.64 4.12

_,_

Continuous Row Fixtures 8-Tube .

.

.

.

.

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffo:d set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIQH'/'ING I~X'/W3RiJl

FLUORESCENT INTERIOR FLUSH

LIGHTING MOUNTED

208

FIXTURES AIR HANDLING

1- a n d B-T~zbe l ~ x t u r ~ s MANHOURS EACH j

Item Description

Manhours Required to Assemble and Hang Hang O n l y For Height. to For Height to .... r (Inches) - 1 0 " 15' 20' 25; 10' ~s' 20' 2s'

I Tube J Length

i Commercial Grade Single Fixtures 1 -Tube

Continuous Row Fixtures 1 -Tube

Commercial Grade Single Fixtures 2-Tube

Continuous Row Fixtures 2-Tube ,

24 36 48 72 96

18

1.00 1.09 1.17 1.26 1.42 1.59

2.31 2.50 2.70 2.89 3.27 3.66

2.54 2.75 2.97 3.18 3.60 4.03

2.74 2.97 3.21 3.43 3.88 4.35

48 72 96

1.09 1.20 1.29 1.37 2.50 1.17 1.29 1.39 1.47 2.70 1.33 1.46 1.58 1.67 3.08

2.75 2.97 3.39

2.97 3.15 3.21 3.40 3.66 3.88

18 24 36 48 72

1.09 1.18 1.26 1.33 1.50 1.67

1.20 -1.39 1.46 1.65 1.84

1.29 -1.50 1.58 1.78 1.98

1.37 -1.59 1.67 1.89 2.10

2.53 2.70 2.89 3.08 3.47 3.85

-2.97 3.18 3.39 3.82 4.24

-3.21 3.43 3.66 4.12 4.57

48 72 96

1.18 1.26 1.42

1.30 1.39 1,.56

1.40 1.50 1.69

1.49 2.70 1.59 2.89 1..79 3.27

2.97 3.18 3.60

3.21 [2.40 3.43 3.04 3.88i4.12

1.10 1.20 1.29 1.39 1.56 1.75

1.19 1.29 1.39 1.50 1.69 1.89

.

.

1.26 1.37 1.47 1.59 1.79 2.00

.

.

2.91 3.15 3.40 3.04 4.12 4.61

-3.40 3.04 3.88 4.37 4.85 !--

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

B04

1.2GHTIN(J I ~ X T U R m 8

FLUORESCENT INTERIOR FLUSH

LIGHTING FIXTURES MOUNTED ~ HANDLING

8- and 4-Tubo

Fixturoa

MANHOURS EACH .

Item Description

Continuous Row Fixtures 3-Tube .

.

.

.

.

.

.

.

.

25'

~0'

~s'

48 72 96

1.18 1.26 1.33 1.42 1.57 1.76

1.30 1.39 1.46 1.56 1.73 -

1.40 1.50 1.58 1.69 1.87 -

1.49 1.59 1.67 1.79 1.98 -

2.70 2.89 3.08 3.27 3.66 4.04

2.97 3.18 3.39 3.60 4.03 4.44

3.21i 3.43 3.66 3.88 4.35 4.80i

48 72 96

1.26 1.33 1.50

1.39 1.46 1.65

1.50 1.58 1.78

1.59 1.67 1.89

2.89 3.08 3.47

3.18 3.39 3.82

3.43 3.64 3.661 3.88 4.12 ~ 4.37

18 24 36 48 72 96

1.26 1.33 1.42 1.50 .67

1.39 1.46 1.56 1.65 1.84

1.50 1.58 1.69

1.59 1.67 1.79

2.89 3.08 3.27

3.18 3.39 3.60

3.43 3.64 3.66 3.88 3.88'4.12

1.98

2.10

1.89

3.47

3.85

4.2,,

3.82

4.124.37

4.s7

4.85

1.83

--

-

-

4.23

4.65

5.03

5.33

48 72 96

1.33 1.42 1.57

1.46 1.56 1.73

3.08 3.27 3.66

3.39 3.60 4.03

3.66 3.88 4.35

3.88 4.12 4.61

18 24 36

Commercial Grade Single Fixtures 3-Tube

.

.

Manh0urs Required to Tube H a n g Only Assemble and Hang Length _ For Height to For Height to (Inches) 10' 15' 20'

20'I 2s' 3.40 3.64 3.88 4.12 4.61 5.09

.

Commercial Grade Single Fixtures 4-Tube

Continuous Row Fixtures 4-Tube .

.

.

.

1.78

1.58 1.69 1.87 .

1.67 1.79 1.98

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING FIXTUITES

FLUORESCENT INTERIOR

205

LIQHTING FIXTURES FLUSH MOUNTED

8- and

8-Tabe

Fixturos

MANHOURS EACH Manhours Required to Han~ Only Assemble and Hang For Height to For Height to 10' 15' 20' 25' 10' i 5' 20' 25'

Item Description

Tube Length (Inches)

Commercial Grade Single Fixtures 6-Tube

36 48 72 96

1.57 1.67 1.83 2.00

1.73 1.84 2.01 2.20

1.87 1.98 2.17 2.37

1.98 2.10 2.30 2.51

3.66 3.88 4.24

4.03 4.24 4.66

4.62

5.08

Continuous Row Fixtures

48 72 96

1.50 1.57 1.79

1.65 1.73 1.96

1.78 1.87 2.11

1.89 1.98 2.23

-

4.38 4.sv

4.6~ 4.as

3.47 3.82 3.66 4.03 404

4.44

4.12 4.35 48o

4.37 4.61 s o9

5.49

5.04 5.49

5.34 5.82

...

Commercial Grade Single Fixtures 8-Tube

36 48 72 96

1.83 2.00 2.16

2.01 2.20 2.37

2.17 2.37 2.55

2.30 2.51 2.70

4.24 4.62

4.66 5.08

5.04

5.00

5.50

5.94

5.34 5.82 6.30

Continuous Row Fixtures 8-Tube

48 72 96

1.67 1.76 1.91

1.84 1.94 2.10

1.98 2.o9 2.26

2.~o 2.22 2.39

3.'85 4.04 4.43

4.24 4.44 4.87

4.57 4.80 5.26

4.85 5.09 5.58

m

m

m

m

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

206

LIGHTING FIXTURE8

FLUORESCENT LIGHTING FIXTURES INTERIOR VAPORTITE 1- a n d ~ - ' r u b e F i x t u r e s MANHOURS Item Description

Industrial Grade Single Fixtures 1 -Tube

Tube Length (Inches) 18 24 36 48 72 96

Continuous Row Fixtures 1-Tube

Industrial Grade Single Fixtures 2-Tube

Continuous Row Fixtures 2-Tube

48 72 96 18 24 36 48 72 96 48 72 96

EACH

Manhours Re qmred to Hang Only Assemble and Hang For Height to For Height to 10' 15' 20' 25' I0' 15' 20' 25' 1.09 1.19 1.26 1.33 1.50 1.67

1.20 1.30 1.39 1.46 1.65 1.84

1.29 1.40 1.50 1.58 1.78 1.98

1.37 1.49 1.59 1.67 1.89 2.10

2.50 2.70 2.89 3.08 3.30 3.85

2.75 2.97 3.18 3.39 3.63 4.24

2.97 3.21 3.43 3.66 3.92 4.57

3.15 3.40 3.64 3.88 4.16 4.85

1.18 1.26 1.42

1.30 1.39 1.56

1.40 1.50 1.69

1.49 1.59 1.79

2.70 2.89 3.27

2.97 3.18 3.60

3.21 3.43 3.88

3.40 3.64 4.12

1.18 1.26 1.33 1.42 1.57 1.76

1.30 1.39 1.46 1.56 1.73 --

1140 1.50 1.58 1.69 1.87 -

1.49 1.59 1.67 1.79 1.98 --

2.70 2.89 3.08 3.27 3.66 4.04

2.97 3.18 3.39 3.60 4.03 4.44

3.21 3.43 3.66 3.88 4.35 4.80

3.40 3.64 3.88 4.17 4.61 5.09

1.26 1.33 1.50

1.39 1.46 1.65

1.50 1.58 1.78

1.59 1.67 1.89

2.89 3.08 3.47

3.18 3.39 3.82

3.43 3.66 4.12

3.64 3.88 4.37

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, tnstallatton, connecting cwcult power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, cwcuR wiring, switches, tubes, special hangers or supports not supplied wRh fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fractton thereof.

LIGHTING

FIXTURES

207

FLUORESCENT LIGHTING HXTURES INTERIOR VAPORTITE 8- and

4-T~bo

Fixtures

MAN HOURS EACH .

Item Description

.

.

.

.

Tube Lqmgth (It ~ches)

.

.

.

.

.

.

.

M anhours Required to Hang'Only Assemble and Hang For Height to For Height to 10' 15' 20' 25' 10' 15' 20' 25'

18 24 36 48 72 96

1.26 1.33 1.42 1.50 1.67 1.83

1.39 1.46 1.56 1.65 1.84 2.01

1.50 1.58 1.69 1.78 1.98 2.17

1.59 1.67 1.79 1.89 2.10 2.30

2.89 3.08 3.27 3.47 3.85 4.24

3.18 3.39 3.60 3.82 4.24 4.66

3.43 3.66 3.88 4.12 4.57 5.04

3.64 3.88 4.12 4.37 4.85 5.34

Continuous Row Fixtures 3-Tube

48 72 96

1.33 1.42 1.57

1.46 1.56 1.73

1.58 1.69 1.87

1.67 1.79 1.98

3.08 3.27 3.66

3.39 3.60 4.03

3.66 3.88 4.35

3.88 4.12 4.61

Industrial Grade Single Fixtures 4-Tube

18 24 36 48 73 96

1.33 1.42 1.50 1.61 1.76 1.91

1.46 1.56 1.65 1.77 1.94 2.10

1.58 1.69 1.78 1.91 2.09 2.26

1.67 1.79 1.89 2.03 2.22 2.39

3.08 3.27 3.47 3.66 4.04 4.43

3.39 3.60 3.82 4.03 4.44 4.87

3.66 3.88 4.12 4.35 4.80 5.26

3.88 4.12 4.37 4.61 5.09 5.58

Continuous Row Fixtures 4-Tube

48 72 96

1.42 1.50 1.67

1.56 1.65 1.84

1.79 1.89 2.10

3.27 3.47 3.85

3.60 3.82 4.24

3.88 4.12 4.57

4.12 4.37 4.85

Industrial Grade Single Fixtures 3-Tube

.

.

.

.

1.69 1.78 1.98

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang4:)nly manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of condmt, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied w~th fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

208

LIOHTING ~XTURlmfJ

FLUORESCENT LIGHTING FIXTURES INTERIOR VAPORTITE 6 - sLnd 8 - T r i b e

FLztur~

MAN H O U R S EACH Manhours Reqmred to Hang 0nly Assemble and Hang Length For Height to For Height to (Inches) ' 10' 15' 20' 25' I0' 15' 20' 25' |

Item Description

UUI~

~

36 48 72 96

Industrial Grade Single Fixtures 6-Tube

.

,

.

.

.

1.65 1.73 1.94 2.10

1.50 1.57 1.76 1.91

1.78 1.87 2.09 2.26 ,

~..

48 72 96

Continuous Row Fixtures 6-Tube

.

Industrial Grade Single Fixtures 8-Tube I j

Continuous Row Fixtures 8-Tube

i

1.56 1.65 1.84

il.42 1.50 1.67 .

.

.

.

1.69 1.78 1.98 |

1.89 1.98 2.22 2.39

3.47 3.66 4.04 4.43

3.82 4.03 4.44

4.12 4.35 4.80

4.37 4.61 5.09

4.87

5.26

5.58

1.79 1.89 2.10

3.27 3.47 3.85

3.60 3.82 4.24

3.88 4.12 4.57

4.12 4.37 4.85

,

,

36 48 72 96

1.91 2.09 2.24

2.10 2.30 2.46

2.26 2.48 2.65

2.39 2.63 2.80

4.43 4.81 5.20

4.87 5.29 5.72

5.26 5.71 6.18

48 72 96

1.76 1.83 2.00

1.94 2.01 2.20

2.09 2.17 2.37

2.22 2.30 2.51

4.04 4.24

4.44 4.66

4.80 5.04

4.62

5.08

5.49

.--

m

...

5.58 6.06

6.55

.

,,

,

5.09 5.34 5.82

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installatton. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, mstallatlon, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of condmt, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied wsth fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

LIGHTING I~IXTUBES

209

FLUORESCENT LIGHTING FIXTURES INTERIOR CLASS I EXPLOSION PROOF 1- a n d 2-'13utbo F i x t u r e s MANHOURS EACH Item Description

Tube = Length

(Inches)

Manhours Required to Hang Only ~ Assemble and Hang For Height to For Height to 10'" i5' 20' 25" 10',, "15' i 20" ] 25'--

Industrial Grade Single Fixtures 1 -Tube

18 24 36 48 72 96

1.26 1.33 1.42 1.50 1.67 1.83

1.39 1.46 1.56 1.65 1.84 2.01

1.50 1.58 1.69 1.78 1.98 2.17

1.59, 1.67 1.79 1.89 2.10! 2.30

2.89 3.08 3.27 3.47 3.85 4~4

3.18 3.39 3.60 3.82 4.24 4.66

3.43 i 3.64 3.66 3.88 3.88 4.12 4.12 4.37 4.57 4.85 5.04 5.34

Industrial Grade Single Fixtures 2-Tube

18 24 36 48 72 96

1.:33 1.42 1.50 1.57 1.79 1.91

1.46 1.56 1.65 1.73 1.96 2.10

i.58 1.69 1.78 1.87 2.11 2.26

1.67 1.79 1.89 1.98 2.23 2.39

3.08 3.27 3.47 3.66 4.04 4.43.

3.39 3.60 3.82 4.03 4.44 4.87

3.66 3.88 4.12 4.35 4.80 5.2.6

3.88 4.12 4.37 4.61 5.09 5.58

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circutt power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fraction thereof.

210

LIGHTING

FIXTURIeB

FLUORESCENT LIGHTING FIXTURES INTERIOR CLASS II EXPLOSION PROOF 8- and 4-Tube

Fixtures

MANHOURS Item Description

Manhours Required,to

Tube Length . . . . . . . . Hang Only For Height to (Inches)

i0'

,,

Industrml Grade Single Fixtures 3-Tube

Industrial Grade Single Fixtures 4-Tube

EACH

18 24 36 48 72 96 18 24 36 48 72 96

6- and 8

Assemble and Hang For Height to 10' 15' 20' 25'

" 15'

20'

25'

1.65 1.73 1.84 2.01 2.20

1.78 1.87 1.98 2.17 2.37

1.89 1.98 2.10 2.30 2.51

3.27 3.47 3.66 3.85 4.24 4.62

3.60 3.82 4.03 4.24 4.66 5.08

3.88 4.12 4.35 4.57 5.04 5.49

4.37 4.61 4.85 5.34 5.82

i150 1."65 1.78

1.89 1.98 2.10 2.23 2.39 2.63

3.47 3.66 3.85 4.04 4.43 4.81

3.82 4.03 4.24 4.44 4.87 5.29

4.12 4.35 4.57 4.80 5.26 5.71

4.37 4.61 4.85 5.09 5.58 6.06

~.42 1.56 ~.69 ~.79

1.50 1.57 1.67 1.83 2.00 1.57 1.67 1.79 1.91 2.09

1.73 1.84 1.96 2.10 2.30

1.87 1.98 2.11 2.26 2.48

, , .

, .

4.~2

Tube Fixtures

MAN H O U R S EACH Item Descrtpt|on

Manhours Required to Hang Only Assemble and Hang Length For Height to For Height to (Inches)- 10' 15' 20' 25' ~o' ~s' 2o' 28' Tube

Industrial Grade Single Fixtures 6-Tube

36 48 72 96

1.83 1.91 2.09 2.24

2.01 2.10 2.30 2.46

2.17 2.26 2.48 2.65

2.30 2.39 2.63 2.80

4.24 4.43 4.81 5.20

4.66 4.87 s.29 5.72

5.04 5.26 s.7~ 6.18

5.34 5.58 6.06 6.55

Industrial Grade Single Fixtures 8-Tube

48 72 96

2.09 2.24 2.42

2.30 2.46 2.66

2.48 2.65 2.87

2.63 2.80 3.05

4.81 5.20 5.58

5.29 5.72 6.14

5.71 6.18 6.63

6.06 6.55 7.03

,

=

.

.

.

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting cwcmt power to the fixture, testing, and verifying fixture operation. Manhours exclude mstaUatlon of condmt, boxes, cwcmt wiring, switches, tubes, special hangers or supports not supplied wRh fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these t~me frames. For helghts above 25 feet increase manhours 5% for each additlonal 5 feet or fractlon thereof.

LIQHTINQ I~XTURE8

211

FLUORESCENT LIGHTING HXTURES INTERIOR CLASS I EXPLOSION PROOF I- a n d ~ - ' l ~ t b o F i x t u r e s

MANHOURS EACH

Description

Tube Length (Inches)

Industrial Grade Single Fixtures 1 -Tube

18 24 36 48 72 96

Item

. _

Industrial Grade Single Fixtures 2-Tube

18 24 36 48 72 96

io'

Manhours Requi~'ed to Assemble and Hang Hang Only For Height to For Height to

~s'

20'

~.42 ~.s6 ~.69

~.so ~.s7 ~.67 1.83

~.6s ~.~3 ~.84 2.01

~.78 ~.87 1.98 2.17

2.00

2.20

~.so ~.s7

1.6s ~.78

2.37

25'

10'

15'

20'

25'

~.79 ~.89 ~.98 2.~o 2.30

2.51

3.27 3.47 3.66 3.85 4.24 4.62

3.60 3.82 4.03 4.24 4.66 5.08

3.88 4.12 4.35 4.57 5.04 5.49

4.12 4.37 4.61 4.85 5.34 5.82

~.89 ~.98

3.47 3.66

3.82 4.03

4.12 4.35

4.37 4.61

4.04 4.43 4.81

4.44 4.87 5.29

4.80 5.26 5.71

5.09 5.58 6.06

,

,,

1.67 1.79 1.91 2.09

~.73

1.84 1.96 2.10 2.30

~.87

1.98 2.11 2.26 2.48

2.10 2.23 2.39 2.63

3.85

4.24

, , ,

4.57

4.85

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Manhours exclude installation of conduit, boxes, circuit wiring, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respective tables for these time frames. For heights above 25 feet increase manhours 5% for each additional 5 feet or fracuon thereof.

212

LIGHTI~NG ~ [ X ' l ~ g u t 8

FLUORESCENT LIGHTING FIXTURES INTERIOR CLASS I EXPLOSION PROOF 8- mad 4-Tubo

Fixtures

MAN H O U R S EACH Manhours Reqmred to Assemble and Hang Hang Only Length For Helght to For Height to (Inches) - I 0' 15' 20' 25' '1O; 15' 20' 25' Tube

Item Descriptton

~-

. .

Industrial Grade Single Fixtures 3-Tube

18 24 36 48 72 96

1.57 1.67 1.79 1.83 2.00 2.16

1.73 1.84 1.96 2.01 2.20 2.37

1.87 1.98 2.11 2.17 2.37 2.55

1.98 2.10 2.23 2.30 2.51 2.70

3.66 3.85 4.04 4.24 4.62 5.00

4.03 4.24 4.44 4.66 5.08 5.50

4.35 4.57 4.80 5.04 5.49 5.94

Industrial Grade Single Fixtures 4-Tube

18 24 36 48 72 96

1.67 1.76 1.83 1.91 2.09 2.24

1.84 1.94 2.01 2.10 2.30 2.46

1.98 2.09 2.17 2.26 2.48 2.65

2.10 2.22 2.30 2.39 2.63 2.80

3.8; 4.04 4.24 4.43 4.81 5.20

4.24 4.44 4.66 4.87 5.29 5.72

4.57 4185 4.80 5.09 5.04 5.34 5.26 5.58 5.71 6.06 6.18 6 . 5 5

.

4.61 4.85 5.09 5.34 5.82 6.30

6 - a n d 8-'1'~bo l ~ t u r o s M A N H O U R S EACH Manh0urs Requ!red to Hang Only Assemble and Hang For Height to For Height to I-0' is' 20' 2s' 10' 15' 20' 25'

Item Description

Tube Length (Inches)

Industrial Grade Single Fixtures 6-Tube

36 48 72 96

2.00 2.09 2.24 2.42

2.20 2.30 2.46 2.66

2.37 2.48 2.65 2.87

2.51 2.63 2.80 3.05

4.62 4.81 5.20 5.58

5.08 5.29 5.72 6.14

5.49 5.71 6.18 6.63

5.82 6.06 6.55 7.03

4~ 72 9~

2.24 2.42 2.57

2.36 2.66 2.82

2.65 2.87 3.04

2.80 3.05 3.22

5.20 5.58 5.97

6.72 6.14 6.57

6.18 6.63 7.09

6.55 7.03 7.52

b .

Industrial Grade Single Fixtures 8-Tube

.

.

.

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Hang-Only manhours only include hanging of fixture. Assemble-and-Hang manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operatton. Manhours exclude installation of condmt, boxes, clrcmt wtrmg, switches, tubes, special hangers or supports not supplied with fixture, change out of or separate ballast, and ladder or scaffold set-up. See respecttve tables for these tsme frames. For heights above 25 feet increase manhours 5% for each additional S feet or fraction thereof.

FLUORESCENT

LUMINOUS Conditions

CEILING SYSTEMS

1, B. a n d 8

MANHOURS PER SQUARE FOOT Item Description Condition I 2' x 2' Diffusers - 2' Fixture Spacing 2' x 4' Diffusers - 4' Fixture Spacing 3' x 3' Diffusers - 3' Fixture Spacing 4' x 4' Diffusers - 4' Fixture Spacing 3' Strip - 3' Fixture Spacing Condition 2 2' x 2' Diffusers - 2' Fixture Spacing 2' x 4' Diffusers - 4' F i x t u r e Spacing 3' x 3' Diffusers - 3' Fixture Spacing

4' x 4' Diffusers - 4' Fixture Spacing 3' Strip - 3' Fixture Spacing Condition 3 2" x 2' Diffusers - 2' Fixture Spacing 2' x 4' Diffusers - 4' Fixture Spacing 3' x 3' Diffusers - 3' Fixture Spacing 4' x 4' Diffusers - 4' Fixture Spacing 3' S t r i p - 3' Fixture Spacing Condition 4 2' x 2' Diffusers - 2' Lamp Spacing 2' x 4' Diffusers - 4' Lamp Spacing 3' x 3' Diffusers - 3' Lamp Spacing 4' x 4' D i f f u s e r s - 4' Lamp Spacing 3' Strip - 3' Lamp Spacing Condition 5 2' x 2' Diffusers - 2' Lamp Spacing 2' x 4' Diffusers - 4' Lamp Spacing 3' x 3' Diffusers - 3' Lamp Spacing 4' x 4' Diffusers - 4' Lamp Spacing 3' Strip - 3' Lamp Spacing

Manhours Required for Diffusers Made of Glass Plastic Metal 0.22 0.15 0.16 0.11

0.21 0.14 0.16 0.11 0.13

0.21 0.15 0.16 0.10

0.25 0.18 0.19 0.14

0.24 0.17 0.18 0.13 0.16

0.24 0.17 0.18 0.14

0.24 0.16 0.17 0.12

0.23 0.15 0.17 0.12 0.14

0.23 0.16 0.17 0.12

0.19 0.17 0.15 0.13

0.18 0.16 0.15 0.12 0.13

0.18 0.16 0.15 0.12

0.20 0.17 0.16 0.14

0.19 0.17 0.16 0.13 0.14

0.19 0.17 0.16 0.13

1 .

Condition 1 - F i x t u r e s fastened to and diffusing ceiling suspended from structure or existing ceiling. Condition 2 - F i x t u r e s and diffusing ceiling fastened to channels suspended from structure or existing ceiling. Condition 3 - F i x t u r e s suspended from structure or existing ceiling with diffusing ceiling hung from fixture or existing ceiling. Condition 4-Wiring Channels with intergral lamp sockets attached to existing ceiling or structure and diffusing ceiling suspended from channel. Condition S-Wiring channels with intergral lamp sockets suspended from existing ceiling or structure and diffusing ceiling suspended from channel. Manhours include checking out of job storage, handling, job hauling, distributing, layout, and complete installation of suspension system, fluorescent strip fixtures, inner wire connecting of fixtures, tubes, diffusers, and testing and verifying system operation. Manhours are average for heights to 16 feet for complete wall to wall or rectangular area systems and do not include time allowance for curved or offset sections. Manhours exclude make-up connection of home runs and scaffolding. See respective tables for these time frames.

214

L I G H T I N G IPqXYURHB

AUDITORIUI~

LIGHTING

MANHOURS FOR UNITS LISTED Item Description Footligh t Troughs Surface Type Trough Disappearing Type Trough Sockets - One Circuit Sockets - Alternate Circuits Asbestos Wire Color Lenses Border and Proscenium Lighting Border Troughs (Excluding Batten and Overhead Rigging) Proscenium Strip Sockets Reflectors Asbestos Wire Stage Cable Color Lenses Stage Pocket Lightint~ 1-Gang- Floor 2 - G a n g - Floor 3-Gang- Floor 1 - G a n g - Wall 2-Gang- Wall 3-Gang- Wall Miscellaneous Lighting Aisle Light Outlet Aisle Light Fixture - Mounted on Seat Balcony Flood Outlet Balcony Flood - 200 Watt Unit

Manhours 0.66 0.95 0.39 0.50 1.10 0.25 0.83 0.94 0.44 0.28

1.10

5.50 0.25 5.50

6.60 7.70 6.60 7.70 9.35 1.10 1.10 1.50

1.10

Manhours include checking out of job storage, handling, job hauling, distributing, layout, and installing items as listed. Manhours exclude installation of conduit, boxes, circuit wiring, and switches. See respective tables for these time frames.

L I G H T I N G F/Qk'TUIIZ8

FLUORESCENT Muoresosnt

LIGHTING

B 16

FIXTURES

Tube Install&tion

MANHOURS EACH Tube Length (Inches)

10'

6 9 12 15 18 21 24 33 36 42 48 60 64 72 84 96

0.07 0.07 0.08 0.I0 0.I0 0.14 0.14 0.19 0.20 0.25 0.25 0.32 0.33 0.40 0.51 0.58

Manhours for Height to 20' 15' 0.08 0.08 0.09 0.II 0.II 0.15 0.15 0.21 0.22 0.28 0.28 0.35 0.36 0.44 0.56 0.64

0.09 0.09 0.10 0.12 0.12 0.17 0.17 0.23 0.24 0.30 0.30 0.38 0.39 0.48 0.61 0.69

25' 0.10 0.10 0.11 0.13 0.13 0.18 0.18 0.24 0.25 0.31 0.31 0.40 0.42 0.50 0.64 0.73

Manhours include checking out of job storage, handling, job hauling, distributing, and installing of fluorescent tubes as listed. Manhours exclude installation of conduit, boxes, fixtures, switches, wiring, ballast, and ladder or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

216

LIGHTING IqXTURHS

FLUORESCENT

LIGHTING

FIXTURES

B ~ U m s t a n d ]P'iltoz' b t s J l a t i o n MANHOURS EACH Item Description

10' .

Ballast Indoor Type - Less than 2 Pounds Indoor T y p e - 2 to 5 Pounds Indoor T y p e - Over 5 Pounds Vaportite T y p e - Less than 2 Pounds Vaportite T y p e - 2 to 5 Pounds Vaportlte Type - Over 5 Pounds Filters for Suppression of Radio Interference Indoor Type Vaportite Type .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

Manhours,for, Height to 15' 20' 25' .

.

.

.

.

.

.

.

.

.

0.70 0.90 1.00 0.90 1.00 1.12

0.87 0.99 1.10 0.99 1.10 1.23

0.94 1.07 1.19 1.07 1.19 1.33

0.99 1.13 1.26 1.13 1.26 1.41

0.79 0.90

0.87 0.99

0.94 1.07

0.99 1.13

Manhours include checking out of job storage, handling, job hauling, distributing, and installing of ballast or filter as outlined. Manhours exclude installation of conduit, boxes, circuit wiring, fixtures, switches, fixture connection, tubes, and ladder or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

LIGHTING FIXTUI~S

INCANDESCENT

LIGHTING

Inoandoant

Bulb

B 17

FIXTURES

Installation

MAN HOURS EACH Incandescent Bulb Wattage 25 40 60 75 100 150 200 300 500 750 1000

Manhours for Height to

~0'

Open Units ~s' 20'

2s'

i0' o.~s 0.15 0.15 0.15 0.15 0.17 0.17 0.17 0.20 0.20 0.20

olo9 0.09 0.09 0.09 0.09 0.10 0.~0 0.~0

-0.~o 0.10 0.~0 0.~0 0.~0 0.11 0.~ o.~l

o.lo 0.10 0.10 0.10 0.~0 0.12 0.~2 0.12

o.~ 0.11 0.1~ 0.1~ 0.~ 0.13 0.~3 0.~3

o.~2 o.~2

o.~3 o.~3

o.~4

o.~s o.~s

o.~2

o.~3

o.14 o.~4

o.ls

"Enclosed Unfis 20' ~s'

o.1~ 0.17 0.17 0.17 0.17 0.19 0.19 0.19 0.22 0.22 0.22

0.18 0.18 0.18 0.18 0.18 0.20 0.20 0.20 0.24 0.24 0.24

25'

0.19 0.19 0.19 0.19 0.19 0.21 0.21 0.21 0.25 0.25 0.25

Manhours include checking out of job storage, handling;, job hauling'i dist~buting, and installing; incadescent light bulbs as outlined. Manhours exclude installation of conduit, boxes, fixtures, switches, wiring, and ladder or scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

BlS

t-rOB'If/NO IffXTURRS

OUTDOOB

FLOOR LIGHTING

MANHOURS EACH Item Description open Floods 100 Watts 150 Watts 200 Watts 300 Watts 500 Watts 750 Watts 1000 Watts 1500 Watts Louvers or Visors Steel Pole and Single Flood Steel Pole and Double Flood Enclosed Floods 200/250 Watts 300/500Watts 750/I000 Watts 1500 Watts Louvers or Visors

Mar&ours Required to Install Only Assembleand Install For Height to .... For Height to 15; 20' 30' 15' 30' 20' 1.10 1.12 1.15 1.65 1.70

2.10 2.20 2.25 0.55

2.48 3.30 5.25 5.50 0.55

1.65 1.68 1.72

2.00 2.10 4.00 4.20 4.35

0.83

3.00 4.12 6.70 6.89 0.83

2.75 2.80 2.95 3.50 3.85 5.50 6.00 6.60 1.10

4.95 6.50 10.50 11.00 1.10 .

1.65

2.00

3.20

1.68 1.72 2.00 2.10 3.30 3.50 3.70 0.55

2.10 2.25 2.80 2.95 3.05 5.40 5.50 0.83

3.30 3.35 4.20 4.40 6.50 6.90 7 40 1.00

--

--

11.00 14.30

3.30 4.40 5.90 6.60 0.55

4.40 5.50 8.00 8.25 0.83

6.60 8.00 12.50 13.20 1.10

.

All manhours include checking out of job storage, handling, job hauling, distributing, layout, and marking for installation. Install-Only mar&ours only include installing of fixture. Assemble-and-Install manhours include complete assembling of fixture, installation, connecting circuit power to the fixture, testing, and verifying fixture operation. Mar&ours exclude installation of conduit, boxes, circuit wiring, switches, bulbs, specml hangers or supports not supplied with fixture, and ladder or scaffold set-up. See respective tables for these time frames.

6 UNDERFLOOR

DUCT

This section presents time requirements in the form of manhour units for operations as may be involved in the total installation of underfloor fiber and steel duct systems. In the manhour units for underfloor ducts consideration has been given to all operations such as hauling, handling, unloading, laying out, measuring, cutting, deburring, and installing ducts, fittings, and devices as may be required. The manhours are averages of many projects installed under varied conditions and therefore may need adjusting to fit the needs of a specific project all in accordance with the Introduction of this manual.

B19

220

~ q D B ~ R

DUq~L'

FIBER MANHOURS

DUCTS

FOR UNITS LISTED Umt

Manhours

Ope n Bottom Fiber Duct Duct Sealing Duct with Compound Floor Elbows Wall Elbows - Low Tension Wall Elbows - High Tension Junction Boxes - Single System 4-Way Junction Boxes - Double System 4-Way Junction Boxes - Triple System 4-Way Crossunder End Marker Concrete Inserts to I-I/4" Concrete Inserts I-1/4" to 1-I/2"

Item Description

c.l.f. c.l.f. each each each each each each each each each each

3.13 0.81 0.60 0.78 0.96 1.38 1.98 2.40 1.20 0.30 1.10 1.10

Closed Bottom Fiber Duct Duct Sealing Duct with Compound Floor Elbows Wall Elbows Coupling and Support - Single Coupling and Support - Double Coupling and S u p p o r t - Triple Junctton Boxes - Single System - 4-Way Junction Boxes - Double System - 4-Way Junction Boxes - Triple System - 4-Way Junction Box Closure Plate Cover Plate - Single or Double Box Crossunder Prelokaylet Unit Flush Flange Unit Carpet Flange Assembly Duct Receptacle Unit Telephone, Double Opening Unit End Marker and Conduit Adapter Concrete Insert to I - I / 2 " Concrete Insert 1-1/2" to 3"

c.l.f. c.l.f. each each each each each each each each each each each each each each each each each each each

6.69 0.44 0.78 1.02 0.42 0.78 0.78 1.80 2.40 2.82 0.42 0.42 1.02 0.42 0.78 0.78 0.42 0.42 0.60 1.11 1.30

!

Manhours include checking out of job storage, handling, job hauling, layout, measuring, cutting of duct, installing of duct or fittings, and checking alignment and elevations. Manhours are for duct installed on concrete pads or rough floor furnished by others. Manhours exclude wire or cable pull-re. See respective tables for these time frames.

UNDERFLOOR

STANDARD

STEEL Bison

DUCTS

8-Inoh

and

AND

DUCT

221

FITTINGS

6-Inoh

MANHOURS FOR U N I T S L I S T E D Item Description Blank Duct Insert Duct Duct Coupling E l b o w - Steel Wall E l b o w - Cast Wall 90 ~ Flat E l b o w - Steel 90 ~ Flat E l b o w - Cast 45 ~ Flat E l b o w - Steel 45 ~ Flat Elbow - Cast O f f s e t - Steel Offset - Cast Tee - Steel One Level Cross - Steel Two Level Cross - Steel End Cap Female Adapter Male Adapter Expansion Joint C o n n e c t o r - 3" x 6" Reducer - 6" x 3" Panel Connector Duct Support - Single Duct S u p p o r t - Double Duct Support - Triple Combination Support

Unit

iin. ft lin. ft each each each each each each each each each each each each each each each each each each each each each each each

Slab'on Grade 3" 6"

Manhours Reqmred for Elevated Slab Fleight tO I 0' 15' 20' 3" 6" 3" 6" 3;' 6" _

225'

3"

6"

,

0.05 0.08 0.06 11.'09 010' 0.11 0.07 o . l o o.o8 , .12 o.o, o. 3 0.10 0.12 0.12 I'.14 0 . 1 : 0 . 1 6 0 . 4 8 0.51 0.55 '1.59 1.5! 0 . 6 : 0 . 6 7 0 . 5 0 0 . 5 4 0.58 ~.62 0.61 0.71 0.48 0.51 0.55 t~.59 0.6: 0.67 0.50 0.54 0.58 I~.62 0.61 0.71 0.48 0.51 0.55 IP.59 0.6: 0.67 0.50 0.54 0.58 1~.62 0.61 0.71 0.69 0.74 0.79 t~.85 0.9', 0.98 0.75 0.80 0.86 0.92 0.99 1 . 0 6 0.63 0.67 0.72 0.77 0.83 0.89 0.69 0.74 0.79 0.85 0.91 0.98 0.75 0.80 0.86 0.92 0.99 1 . 0 6 0.08 0.09 0.09 0.10 0.11 0.12 0.15 0.16 0.17 0.18 0.20 0.21 0.15 0.16 0.17 0.18 0.20 0.21 0.75 0.80 0.86 0.92 0.99 1.06 0.11 0.09 0.08 0.10 0.12 0.09 0.15 0.16 0.17 0.18 0.20 0.21 0.13 0.14 0.15 0.16 0.17 0.19 0.16 0.17 0.18 O.2O 0.21 0.22 0.19 0.20 0.22 0.23 0.25 0.26 0.19 0.20 0.22 0.23 0.25 0.26

0.08 o.lo 0.15 0.70 0.73 0.70 0.73 0.70 0.73 1.00

0.12 o.ls 0.17 0.74 0.79 0.74 0.79 0.74 0.79 1.08

0.09 0.11 0.16 0.75 0.79 0.75 0.79 0.75 0.79 1.08

0.13 0.16 0.19 0.80 0.85 I0.80 10.85 0.80 0.85 1.16

1.09

1.16

1.18

1.26

0.92 0.97 0.99 1 . 0 5 1.00 1.08 1.08 1.16 1.09

1.16

1.18

1.26

0.12 0.13 0.13 0.14 0.22 0.23 0.24 0.25 0.22 0.23 0.24 0.25 1.09 0.12

1.16 -

0.22 0.19 0.23 0.28 0.28

0.13 0.23 0.20 0.25 0.29 0.29

1.18

1.26

0.13 --0.24 0.20 0.25 0.30 0.30

0.14 0.25 0.22 0.27 0.31 0.31

Manhours'include checking out of job storage, handling, job hauling, layout, measuring, cutting of duct, installing of duct or fittings, and checking alignment and elevatlons. Manhours are based on installing up to 1,000 linear feet. If more than 1,000 linear feet are to be installed, decrease the manhours by the following percentages: Runs from 1,000 to 5,000 Linear F e e t - D e c r e a s e 10% Runs from 5,000 to 10,000 Linear F e e t - D e c r e a s e 22070 Runs greater than 10,000 Feet - D e c r e a s e 35% Manhours exclude welding of duct, connecting of conduits, and wire or cable pull-in. See respective tables for these time frames.

2~8

UNDmlqI~_~OR DUCT

STANDARD BOXES

STEEL DUCT JUNCTION AND ACCESSORIES MANHOURS EACH Slabs on Grade

Item Description l-Level Junctnon Boxes 8" x 8" 10" x 10" 12" x 12" 14" x 14" 16" x 16" 18" x 18" 20" x 20" 24" x 24" 30" x 30" 2-Level Junction _Boxes 8" x 8" I 0" 12" 14" 16"

x x x x

10" 12" 14" 16"

18" x 18" 20" x 20" 24" x 24" 30" x 30" Box Accessories Closure Cap Access Ring Conduit Adapter Outlet Reducer Corner Adapter Cap and Marker

!

. ~

Manhours Required for Elevated Slab Height to 10' 15' 20'

25'

0.94 0.99 1.04 1.09 1.13 1.18 1.24 1.29 1.35

1.03 1.09 1.14 1.20 1.24 1.30 1.36 1.42 1.49

1.11 1.17 1.22 1.28 1.33 1.39 1.46 1.52 1.59

1.15 1.21 1.27 1.33 1.38 1.44 1.52 1.58 1.65

1.17 1.24 1.30 1.36 1.41 1.47 1.55 1.61 1.69

1.13 1.18 1.24 1.29 1.35 1.41 1.48 1.54 1.60

1.24 1.30 1.36 1.42 1.49 1.55 1.63 1.69 1.76

1.33 1.39 1.46 1.52 1.59 1.66 1.74 1.81 1.88

1.38 1.44 1.52 1.58 1.65 1.73 1.81 1.89 1.96

1.41 1.47 1.55 1.61 1.69 1.76 1.85 1.92 2.00

0.06 0.06 0.09 0.06 0.09 0.19

0.07 0.07 0.10 0.07 0.10 0.22

0.08 0.08 0.12 0.08 0.12 0.25

0.09 0.09 0.13 0.09 0.13 0.28

0.10 0.10 0.14 0.10 0.14 0.30

Manhours include checking out of job storage, handling, job hauling, and installi'ng junction boxes and accessories as outlined. Manhours exclude installation of ducts and duct fittings. See respective table for this time frame. Manhours are based on 5 to 7 junction boxes for each 1,000 linear feet of duct and should be adjusted if more or less boxes are to be installed.

U N D B ~ R

STEEL

TRENCH

228

DUCT

DUCT

MANHOURS PER LINEAR FOOT

v.e,

Width (Inches)

Slab on Grade

6 9 12 18 24 30

0.38 0.48 0.58 0.67 0.77 0.80

Manhours Required for Elevated s!a5 Heigh't to 1()' . . . 15' . . . . . 20' . 0.44 0.55 0.67 0.77 0.89 0.99

0.50 0.63 0.77 0.89 1.02 1.14

0.55 0.70 0.84 0.97 1.12 1.25

'" 25' 0.60 0.75 0.91 1.05 1.21 1.35

Manhours include checking out of job storage, handling, job hauling, layout, measuring, installing, and checking alignment and elevations. Manhours are based on installing up to 100 linear feet. If more than 100 linear feet are to be installed, decrease the manhours by the following percentages: Runs from 100 to 250 Linear Feet-Decrease 10% Runs from 250 to 400 Linear Feet-Decrease 22% Runs greater than 400 Linear Feet-Decrease 35% Manhours exclude welding of duct, connecting of conduits and wire or cable pull-in. See respective tables for these time frames.

224

UNDHRFLOOR

STEEL

DU~L"

TRENCH

DUCT FITTINGS

MANHOURS EACH Duct Width (Inches)

.... Slab on Grade

90 ~ Elbows

6 9 12 18 24 30

3.84 4.80 5.76 6.72 7.68 8.64

4.15 5.18 6.22 7.26 8.29 9.33

4.31 5.39 6.47 7.55 8.63 9 70

4.36 5.45 6.53 7.62 8.71 9.80

Crosses

6 9 12 18 24 30

9.60 10.56 11.42 12.48 13.44 14.40

10.37 11.40 12.33 13.48 14.52 15.55

10.78 11.86 12.83 14.02 15.10 16.17

10.89 11.98 12.96 14.16 15.25 16.34

10.94 12.04 13.02 14.23 15.32 16.42

Tees

6 9 12 18 24 3O

6'.'72 7.68 8.64 9.60 11.28 12.48

7.26 8.29 9.33 10.37 12.18 13.48

7.55 .... 8.63 9.70 10.78 12.67 14.02

7.62 8.71 9.80 10.89 12.80 14.16

7.66 8.76 9.85 10.94 12.86 14.23

6 9 12 18 24 30

0.96 1.46 1.92 2.24 2.88 3.84

1.04 1.58 2.07 2.61 3.11 4.15

1.08 1.64 2.16 2.72 3.23 4.31

1.09 1.66 2.18 2.75 3.27 4.36

1.10 1.67 2.19 2.76 3.28 4.38

Item Description

Manhours Required for " Elevated Slab Height to 10' 15' 20' 25'

,

.

End Closures

4.38 5.47 6.57 7.66 8.76 9.85

.

,

Manhours include checkmg out of.lob storage, handling, job hauling, and installing fittings as outlined. Manhours are based on installing average number of fittings with 100 linear feet of duct. If more than 100 linear feet of duct ks to be installed, decrease the fitting manhours by the following percentages: Runs from 100 to 250 Linear F e e t - D e c r e a s e 8% Runs from 250 to 400 Linear F e e t - D e c r e a s e 20% Runs greater than 400 Linear Feet-Decrease 30% Manhours exclude preparation for and mstallauon of duct. See respective table for this tmme frame.

U N D B R ~ R

STEEL

TRENCH

DUCT

DUCal ~

225

FITTINGS

M A N H O U R S EACH Duct Width

Item Description i ,

I L _ _ l

6 9 Wall Elbows

Panel Risers

Box Connectors

Slab on Grade 2.88

Manhours Required for . Elevated Slab Height to 10' 15' 20' 25' ......

j

3.23

3.27

4. s

12 18 24 30

3.84 4.80 5.76 6.72 7.68

5.18 6.22 7.26

4.3 5.39 6.47 7.55

4.36 5.45 6.53 7.62

4.38 5.47 6.57 7.66

6

3.84

9

4.80

12 18 24 30

5.76 6.72 7.68 8.64

4.15 5.18 6.22 7.26 8.29 9.33

4.31 5.39 6.47 7.55 8.63 9.70

4.36 5.45 6.53 7.62 8.71 9.80

4.38 5.47 6.57 7.66 8.76 9.85

6 9 12 18

1.92 2.88

3.84 4.80 5.76 6.72

3.11 4.15 5.18 6.22 7.26

3.23 4.31 5.39 6.47 7.55

3.27 4.36 5.45 6.53 7.62

3.28 4.38 5.47 6.57 7.66

0.03 0.04 0.05 0.06 0.07 0.08

0.04 0.05 0.06 0.07 0.08 0.09

0.04 0.05 0.07 0.08 0.09 0.11

0.05 0.06 0.07 0.09 0.10 0.12

0.05 0.06 0.08 0.09 0.11 0.13

0.18

0.21

0.24

0.26

0.28

24 30

829

8.63

8.71

.

Cover Plates

6 9 12 18 24 30

Marker Screw Assembly

3.28

.

.

. . . .

.

8.7

.

Manhours include checking out of job storage, handling, job hauling, and installing fittings as outlined. Manhours are based on installing average number of fittings with 100 linear feet of duct. If more than 100 linear feet of duct is to be installed, decrease the fitting manhours by the following percentages: Runs from 100 to 250 Linear F e e t - D e c r e a s e 8% Runs from 250 to 400 Linear F e e t - D e c r e a s e 20% Runs greater than 400 Linear F e e t - D e c r e a s e 30% Manhours exclude preparation for and installation of duct. See respective tables for this time frame.

226

UNDH~R

DUCT

STEEL

INDUSTRIAL

DUCT

Silo 4 Inohos by 4 Inoho8 MANHOURS FOR UNITS LISTED Item Description Blank Duct Insert Duct Duct Coupling 90 ~ Elbow End Cap Female Adapter - 1 -Condmt Female Adapter - 2-Conduit Male Adapter - i-Conduit Male Adapter - 2-Condmt Panel Connector Expansion Joint Junction Box - Single Junction B o x - Double Junction Box - Plug Junction Box -- Connector Insert Cap and Market Duct Support - Single Duct Support - Double

Umt

Slab on Grade

fin. ft. lin. ft. each each each each each each each each each each each each each each each each

0.06 0.07 0.56 0.38 0.09 0.19 0.23 0.19 0.23 0.15 0.56 0.94 1.13 0.08 0.09 0.I 9 0.09 0.I I

ManhoursR,equi~. d for .Eievated Slab Height to 10' 15' 20' 25' 0.07 0.08 0.64 0.44 0.10 0.22 0.26 0.22 0.26 0.17 0.64 1.08 1.30 0.09 0.10 0.22 0.I0 0.I 3

0.08 0.09 0.74 0.50 0.12 0.25 0.30 0.25 0.30 0.20 0.74 1.24 1.49 0.11 0.12 0.25 0.12 0.I 5

0.09 0.I 0 0.81 0.55 0.13 0.28 0.33 0.28 0.33 0.22 0.81 1.37 1.64 0.12 0.13 0.28 0.13 0.I 6

0.I 0 0.I 1 0.88 0.60 0.14 0.30 0.36 0.30 0.36 0.24 0.88 1.48 1.78 0.13 0'.14 0.30 0.14 0.I 7

Manhours include checking out of job storage, handling, job hauling, layout, measuring, cutting of duct, installing of duct or fittings, and checking aligmnent and elevations. Manhours are based on installing up to 100 linear feet of duct with average number of fittings. If more than 100 linear feet of duct are to be installed, decrease the manhours by the following percentages: Decrease Runs from 100 to 250 Linear F e e t Runs from 250 to 400 Linear F e e t Runs greater than 400 Linear F e e t -

Duct

Fittings

22% 35%

20% 30%

10%

8%

Manhours exclude welding of duct, connecting of conduits, and wire or cable pull-in. See respective tables for these time frames.

U N D B ~ R

DUCT WIRING

DEVICES

AND

DUCT

B27

ACCESSORIES

MANHOURS EACH

Item Description

i Size ! Slab On (Inches) Grade

:

Manhours Required for Elevated Slab Height to 10; " 15' 20' i 25 ~'

Junction Box Covers

Set in Tile

6 8 10 12 14 16 18 20 24

0.12 0.13 0.14 0.16 0.17 0.18 0.19 0.21 0.22

0.14 0.15 0.16 0.18 0.20 0.21 0.22 0.24 0.25

0.16 0.18 0.19 0.21 0.22 0.24 0.25 0.28 0.29

0.17 0.19 0.20 0.23 0.25 0.26 0.28 0.31 0.32

0.19 0.20 0.22 0.25 0.27 0.28 0.30 0.33 0.35

6 8 10 12 14 16 18 20 24

0.14 0.16 0.17 0.18 0.19 0.21 0.22 0.23 0.24

0.16 0.18 0.20 0.21 0.22 0.24 0.25 0.26 0.28

0.19 0.21 0.22 0.24 0.25 0.28 0.29 0.30 0.32

0.20 0.23 0.25 0.26 0.28 0.31 0.32 0.33 ! 0.35

0.22 0.25 0.27 0.28 0.30 0.33 0.35 0.36 0.38

-

1.08 0.90 0.45 0.45 0.45 0.45 0.23

1.24 1.04 0.52 0.45 0.45 0.45 0.26

1.43 1 .I 9 0.60 0.60 0.60 0.60 0.30

1.57 1.31 0.65 0.65 0.65 0.65 0.33

1.70 1.41 0.71 0.71 0.71 0.71 0.36

Junction Box Covers

Set in Terrazzo

Insert and Insert Accessories Locate and Open Insert Afterset Insert Insert Extension Insert Bushing Insert Chase Nipple Insert Standpipe Insert Slotted Cover

Manhours include checking out of job storage, handling, job hauling, and installing up to 50-duct accessories as outlined. If more than 50 of the items are to be installed on a single floor decrease the manhours by the following percentages: 51 to 100-Decrease 15% 101 to 200-Decrease 25% 201 or more-Decrease 32% Manhours exclude installation of ducts, duct fittings, other devices and wire pull-in. See respecttve tables for these time frames.

228

UNDHRFLOOR

DUCT

LOW AND HIGH POTENTIAL

DE~CES

MANHOURS EACH Manhours Required for Slab on Elevated Slab Hetght to Grade 10' 15' 20' 25'

Item Descriptton Low Potenttal Devices Square Outlet with Rubber Bushing Post Outlet with Double Bushing Phone Outlet with Terminal Block Cable Outlet Phone and Power Outlet Without Receptacle Outlet Abandoning Assembly .

.

.

.

.

.

.

.

High Potentla! Receptacles Single Duplex - Grounding 125V 2P2W 15 Amp Double Duplex - Grounding 125V 2P2W 15 Amp Single D u p l e x - Grounding 125V 2P2W 20 Amp Double Duplex - Grounding 125V 2P2W 20 Amp Non-Grounding 125/250V 3P3W 20 Amp Non-Grounding 125/250V 3P3W 30 Amp Non-Grounding 125/250V 3P3W 50 Amp Grounding 250V 2P2W 20 Amp Grounding 125/250V 3P3W 30 Amp Grounding 125/250V 3P3W 50 Amp Grounding 125/250V 3P3W 60 Amp .

.

.

.

.

.

0.47 0.47 0.56 0.47 0.23 0.56

0.54 0.54 0.64 0.54 0.26 0.64

0.59 0.59 0.71 0.59 0.30 0.71

0.64 0.64 0.77 0.64 0.33 0.77

0.67 0.67 0.80 0.67 0.36 0.80

0.69 0.69 0.91 0.91

0.79 0.79 1.05 1.05

0.87 0.87 1.16 1.16

1.13 1.34

1.30 1.54

1.43 1.69

0.94 0.94 1.25 1.25 1.54

0.98 0.98 1.30 1.30 1.60

1.83

1.90

1.78 0.91 1.44 1.91 2.53

2.05 1.05 1.66 2.20 2.91

2.26 1.16 1.83 2.42 3.20

2.44 1.25 1.98 2.61 3.46

2.54 1.30 2.06 2.71 3.60

0.47

0.54

0.59

0.64

0.67

.

High Tenston Service F i t t i n g - No Recept.

.....

. .

,

Manhours include checking out of job storage, handling, job hauling and installing up to 50 devices as outlined. If more than 50 of the items are to be installed on a single floor decrease the manhours by the following percentages: 51 to 100-Decrease 15% 101 to 200-Decrease 25% 201 or more-Decrease 32% Manhours exclude installation of ducts, duct fittings, other devices and wtre pull-re. See respective tables for these ttme frames.

Sootion 7

BUS DUCT This section includes manhour tables for the installation of plug-in type bus duct from 250-amp to 4,000-amp rating and feeder type bus duct from 800-amp to 5,000-amp rating. Separate tables are provided for both copper and aluminum bus duct as well as time requirements for the installation of fittings, 250- and 600-volt fusible and nonfusible switches and plug-in molded case circuit breakers. The manhour units for bus duct are intended to suffice for the installation of either ventilated or nonventilated duct. However, if the weight per linear foot of duct varies significantly from those listed in the tables, the manhours may need an adjustment. Supports, fasteners and hangers are included under the section entitled "Anchors, Fasteners, Hangers and Supports". Surface metal raceway and branch busway will be found under the section bearing that title.

gg9

280

B U B DUC'I"

S-PHASE, 3-POLE BUS DUCT COPPER PLUG-IN TYPE For Insta~ation

Height

to l0

Feet

MANHOURS P E R LINEAR FOOT Approx. Weight Per Foot (Pounds)

Amperes

Vertical Surface

225 400 600 800 1000 1350 1600 2000 2500 3000 4000

0.42 0.47 0.54 0.59 0.65 0.73 0.81 1.08 1.20 1.34 1.69

'

Horizontal Suspended .

,

10 12 14 16 18 20 24 28 32 40 54

Concrete Ceilings

For Installation

0.44 0.49 0.56 0.61 0.68 0.76 0.84 1.12 1.25 1.39 1.76 Height

.

.

.

.

0.48 0.54 0.62 0.67 0.74 0.84 0.93 1.24 1.37 1.53 1.93

Open Truss or Bar Joist .

.

.

.

0.46 0.52 0.59 0.65 0.71 0.80 0.89 1.19 1.32 1.47 1.86

to 15 Feet

MANHOURS PER LINEAR FOOT Approx. Weight Per Foot (Pounds) 12 14

16 18 20 24 28 32 40 54

Amperes

22s

400 600

800 1000 1350 1600 2000 2500 3000 4000

Vertical Surface o4s 0.51 0.58

0.64 0.70 0.79 0.87 1 .I 7 1.30 1.45 1.83

Manhours Horizontal Concrete Suspended Ceilings 0.47 0.53 0.60 0.67 0.73 0.82 0.90 1.22 1.35 1.51 1.90

0.51 0.58 0.66 0.73 0.80 0.90 1.00 1.34 1.49 1.66 2.09

Open Truss or Bar Joist 0.49 0.56 0.64 0.70 0.77 0.87 0.96 1.28 1.43 1.59 2.01

Manhours include checking out of job storage, handling, job hauling, layout, measuring, and installing duct runs up to 300 linear feet. For duct runs from 301 feet to 500 feet decrease manhours 30%. For duct runs from 501 feet to 1,000 feet decrease manhours 40%. For 3-phase, 4-pole (1/2 neutral) bus duct increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct increase manhours 25%. For 4-pole, plug-m type bus duct increase manhours 20%. Manhours exclude installation of duct fittings, hangers, enclosures and branch circuit or lighting panelboards, the cutting of holes or openings, welding, painting, and scaffolding. See respective tables for these time frames.

BUS DUCT

~8 1

3-PHASE, 3-POLE BUS DUCT COPPER PLUG-IN TYPE For InstsJlation

Height

to 20

Foot

MANHOURS PER L I N E A R FOOT Approx. Weight Per Foot {Pounds)

Amperes

vei.ti~l Surface

22s

10 12 14 16 18 20 24 28 32 40 54

0.47 0.53 0.60 0.67 0.73 0.82 0.90 1.22 1.35 1.51 1.90

400 600 800 1000 1350 1600 2000 2500 3000 4000 .

.

.

.

.

.

.

Manhours Horizontai Concrete" Suspended Ceilings 0.49 0.55 0.62 0.70 0.76 0.85 0.94 1.27 1.40 1.57 1.98

0.54 0.61 0.69 0.77 0.84 0.94 1.03 1.40 1.54 1.73 2.17

.

]?or Installstion

Height

to 25

Open Truss or Bar Joist

0.S2

.

.

.

0.58 0.66 0.74 0.80 O.9O 0.99 1.34 1.48 1.66 2.09 .

Feet

MANHOURS P E R LINEAR FOOT Approx. Weight Per Foot (Pounds)

Amperes

Vertical Surface

10 12 14 16 18 20 24 28 32 40 54

225 400 600 800 1000 1350 1600 2000 2500 3000 4000

0.48 0.55 0.62 0.69 0.75 0.84 0.93 1.26 1.39 1.56 1.98

Manhours

Horizontal ..... Concrete Suspended Ceilings 0.50 0.57 0.64 0.72 0.78 0.87 0.97 1.31 1.45 1.62 2.06

0.55 0.63 0.71 0.79 0.86 0.96 1.06 1.44 1.59 1.78 2.27

Open Truss

or Bar Joist

0.53 0.60 0.68 0.76 0.82 0.92 1.02 1.38 1.53 1.71 2.17

Manhours include checking out of job storage, handling, job hauling, layout, measuring, and installing duct runs up to 300 linear feet. For duct runs from 301 feet to 500 feet decrease manhours 30%. For duct runs from 501 feet to 1,000 feet decrease manhours 40%. For 3-phase, 4-pole (1/2 neutral) bus duct increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct increase manhours 25%. For 4-pole, plug-in type bus duct increase manhours 20%. Manhours exclude installation of duct fittings, hangers, enclosures and branch circuit or lighting panelboards, the cutting of holes or openings, welding, painting, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

282

B U S DUCT

8-PHASE, 8-POLE BUS DUCT FITTINGS COPPER PLUG-IN TYPE For Instailstion

Height

to 10 Foot

MANHOURS EACH Amperes 225 400 600 800

1000 1350 1600 2000 2500 3000 4000

A 4.18 4.73 5.28 5.83 6.49 7.26 8.14 9.46 11.00 13.42 16.94

B

C

5.28 6.49 5.83 7.15 6.49 7.92 7.26 8.69 8.14 9.57 9.46 10.56 11.00 12.10 12.54 14.08 14.08 16.28 16.50 18.92 19.58 23.98

'D

IE

4.73 5.28 5.83 6.49 7.15 7.92 8.69 9.57 10.56 11.88 14.52

0.46 0.51 0.57 0.62 0.68 0.75 0.83 0.92 1.03 1.14 1.39

For Installation

Manhours F G 4.18 4.73 5.28 5.83 6.49 7.26 8.14 9.46 11.00 13.42 16.94

Height

5.28 5.83 6.27 7.26 8.14 9.46 11.00 12.54 14.08 16.50 19.58

H

I

J

K

4.18 4.73 5.28 5.83 6.49 7.26 8.14 9.46 11.00 13.42 16.94

2.40 2.64 2.90 3.15 3.41 3.65 4.07 4.77 5.83 7.15 9.46

3.30 3.96 4.73 5.50 6.27 7.15 8.14 9.46 11.88 14.52 17.60

4.18 4.73 5.28 5.83 6.49 7.26 8.14 9.46 11.00 13.42 16.94

to 1 5 F o o t

MANHOURS EACH Amperes 225 400 600 800 1000 1350 1600 2000 2500 3OO0 4000

....

A

4.31 4.87 5.39 5.95 6.62 7.39 8.28 9.61 11.18 13.61 17.14

B

C

5.39 6.62 5.95 7.28 6.62 8.06 7.39 8.82 8.28 9.72 9.61 10.73 11.18 12.27 12.72 14.25 14.75 16.48 16.70 19.11 19.78 24.22

Code: A - 9 0 ~ Elbows B-Tees C-Crosses D-Offsets E - E n d Closures F - R e d u c e r s (Unfused)

D

E'

4.87 5.39 5.95 6.62 7.28 8.06 8.82 9.72 10.73 12.04 14.69

0.49 0.54 0.60 0.66 0.72 0.80 0.88 0.98 1.09 1.21 1.47

Manhours F G 4.31 4.87 5.39 5.95 6.62 7.39 8.28 9.61 11.18 13.61 17.14

5.39 5.95 6.40 7.39 8.28 9.61

~.~8 12.72 14.25 16.70 19.78

H

I

J

K

4.31 4.87 5.39 5.95 6.62 7.39 8.28 9.61 11.18 13.61 17.14

2.54 2.80 3.07 3.28 3.55 3.76 4.19 4.91 5.95 7.28 9.61

3.43 4.08 4.87 5.61 6.40 7.28 8.28 9.61 12.04 14.69 17.77

4.31 4.87 5.39 5.95 6.62 7.39 8.28 9.61 11.18 13.61 17.14

G - O f f s e t Elbows H - E x p a n s i o n Sections l - P a n e l b o a r d Connections J - C a b l e Tap Boxes K - T r a n s f e r Tap Section

Manhours mclude checking out of job storage, handling, job hauling and installing of fittings as outlined. For duct runs up to 300 linear feet. Manhours exclude installation of other items and other operations. See respective tables for these time frames. For duct runs from 301 feet to 500 feet and from 501 feet to 1,000 feet, decrease manhours 30 and 40% respectively. For 3-phase, 4-pole, (1/2 neutral) bus duct fittings mcrease manhours 20%. For 3-phase, 4-pole (full neutral) bus duct fittings increase manhours 25%. For 4-pole, plug-in type bus duct fittings increase manhours 209'0.

BUS DUCT

288

3-PHASE, 3-POLE BUS DUCT FITTINGS COPPER PLUG-IN TYPE For Installation

Height

to 20 Feet

MANHOURS EACH Amperes . . . . . .

225 400 600 800 1000 1350 1600 2000 2500 3000 4OOO

i M a n h o u r

A

B

4.43 5.02 5.49 6.07 6.75 7.52 8.43 9.77 11.35 13.80 .17:38

5.49 6.07 6.75 7.52 8.43 9.77 11.35 12.89 14.42 16.90 19.97

C

D

6.75 S.o2 7.40 5.49 6.07 8.20 8.97 6.75 7.40 9.88 10.90 8.20 12.44 8.97 14.42 9.88 16.67 10.90 19.30 12.21 24.46 14.87

For Instzllstion

E

o 0.56 0.63 0.68 0.75 0.83 0.91 1.01 1.14 1.26 1.53

S

F

......

J

G

4.43 "5.49 4.43 5.02 6.07 5.02 5.49 6.52 5.49 6.07 7.52 6.07 6.75 8.43 6.75 7.52 9.77 7.52 8.43 11.35 8.43 9.77 12.89 9.77 11.35 14.42 11.35 13.80 16.90 13.80 17.38 19.97 9 . 17.38

Height

2.65 2.91 3.20 3.37 3.65 3.87 4.32 5.06 6.07 7.40 9.77

K

3.53 '4143' 4.20 5.02 5.02 5.49 6.07 5.72 6.75 6.52 7.40 7.52 8.43 8.43 9.77 9.77 12.21 II.35 14.87 13.80 17.95 17.38

to 86 Feet

MANHOURS EACH Amperes

A

225 400 600 800 1000 1350 160O 2000 25OO 3OO0 4O00

4.52 5.12 5.55 6.13 6.82 7.57 8.49 9.82 11.42 13.87 17.45

B

C

D

5.55 6.82 s . , 2 5.55 6.13 7.46 6.13 6.83 8.26 6.82 7.57 9.02 7.46 8.49 9.94 8.26 9.82 10.97 9.02 11.42 12.50 9.94 12.96 14.48 14.48 16.74 10.97 16.96 19.36 12.27 20.03 24.54 14.93

L E

Manhours ' F G

0.52 .... 452 0.57 0.64 0.70 0.76 0.84 0.93 1.03 1.16 1.28 1.56

slss

5.12 6.13 5.55 6.59 6.13 7.57 6.82 8.49 7.57 9.82 8.49 11.42 9.82 12.96 11.42 14.48 13.87 16.96 17.45 20.03

...

H

I

4.52 5.12 5.55 6.13 6.82 7.57 8.49 9.82 11.42 13.87 17.45

2.70 2.97 3.26 3.44 3.73 3.95 4.40 5.16 6.13 7.46 9.82

J

,,~ K

3.61 4.52 4.33 5.12 5.12 5.55 5.78 6.13 6.59 6.82 7.46 7.57 8.49 8.49 9.82 9.82 12.27 11.42 14.93 13.87 18.01 17.45

Code: G-Offset Elbows A - 9 0 ~ Elbows H - E x p a n s i o n Sections B-Tees l - P a n e l b o a rd Connections C -Crosses J - C a b l e Tap Boxes D-Offsets K-Transfer Tap Section E - E n d Closures F - R e d u c e r s (Unfused) Manhours include checking out of job storage, handling, job hauling and installing of fittings as outlined. For duct runs up to 300 linear feet. Manhours exclude installation of other items and other operations. See respective tables for these time frames. For duct runs from 301 feet to 500 feet and from 501 feet to 1,000 feet, decrease manhours 30 and 40% respectively. For 3-phase, 4-pole, (1/2 neutral) bus duct fittings increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct fittings increase manhours 25%. For 4-pole, plug-in type bus duct fittings increase manhours 20%. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

284

BUS DUCT

8-PHASE, 8-POLE BUS DUCT ALUMINUM PLUG-IN TYP2 For lna~atlon

Height

to 10 Feet

MANHOURS PER LINEAR FOOT

,

Approx. Weight Per Foot (Pounds)

Amperes

Venical Surface

8 9 10 11 12 14 16 18 22 26 32

225 400 600 800 1000 1350 1600 2000 2500 3000 4000

0.32 0.36 0.42 0.47 0.53 0.58 0.65 0.73 0.86 1.12 1.23

,

For Instsilstion

'

Manhours ..... Horizontal Concrete Suspended Ceilings . 0.33 . . . . . . . 0.37 0.37 0.41 0.44 0.48 0.49 0.54 0.55 0.51 0.60 0.66 0.68 0.74 0.76 0.84 0.89 0.98 1.16 1.28 1.28 1.41 .

Htlght

.

.

.

.

' Open Truss or Bar Joist 0.35 0.40 0.46 0.52 0.68 0.64 0.71 0.80 0.94

1.23 1.35

to 15 Feet

MANHOURS PER LINEAR FOOT Approx. Weight Per Foot (Pounds)

8 9 10 11 12 14 16 18 22 26 32

Amperes 225 400 600 800

1000 1350 1600

2000 2500 3000 4000

Vertical Surface 0.35 0.39 0.45 0.51 0.57 0.63 0.70 0.79 0.93 1.21 1.33 .

.

......Manhoum Horizontal Concrete Suspended Ceilings 0.36 0.41 0.47 0.53 0.59 0.66 0.73 0.82 0.97 1.26 1.38

0.40 0.45 0.51 0.58 0.65 0.72 0.80 0.90 1.06 1.38 1.52

Open Truss or Bar Joist 0.38 0.43 0.49 0.56 0.63 0.69 0.77 0.87 1.02 1.33 1.46

Manhours include checking out of job storage, handling, job hauling, layout, measuring, and installing duct runs up to 300 linear feet. For feet For For For

duct runs from 301 feet to 500 feet decrease manhours 30%. For duct runs from 501 feet to 1,000 decrease manhours 40%. 3-phase, 4-pole (1/2 neutral) bus duct increase manhours 20%. 3-phase, 4-pole (full neutral) bus duct increase manhours 25%. 4-pole, plug-in type bus duct increase manhours 20%.

Manhours exclude installation of duct fittings, hangers, enclosures and branch circuit or lighting panelboards, the cutting of holes or openings, welding, painting, and scaffolding. See respective tables for these time frames.

BUS DUCT

BSB

8-PHASE, 8-POLE BUS DUCT ALUMINUM PLUG-IN TYPE For InstaUttion

to 20 Feet

Height

MANHOURS P E R LINEAR FOOT Approx. Weight Per Foot (Pounds)

Amperes

22S

.

8 9 10 11 12 14 16 18 22 26 32

400 600 800 1000 1350 1600 2000 2500 3000 4OO0 .

.

.

.

Vertical Surface

Manhours ....Horiz0ntai Concrete Suspended Ceilings

013'6 0.41 0.47 0.53 0.59 0.66 0.73 0.82 0.97 1.26 1.38

0.37 0.43 0.49 0.55 0.61 0.69 0.76 0.85 1.01 1.31 1.44 .

Height

or Bar Joist 0.40 0.45 0.52 0.58 0.65 0.72 0.80 0.90 1.07 1.38 1.52

0.41 0.47 0.54 0.61 0.67 0.76 0.84 0.94 1.11 1.44 1.58

.

For Installation

Open

to 86

.

.

.

Feet

MANHOURS P E R LINEAR FOOT Approx. Weight Per Foot (Pounds)

Amperes

Vertical Surface

8 9 10 11 12 14 16 18 22 26 32

225 400 600 800 1000 1350 1600 2000 2500 3000 4000

0.37 0.42 0.48 0.55 0.61 0.68 0.75 0.84 1.00 1.30 1.42

Manhours Horizontal "Concrete Suspended Ceilings .

.

.

.

.

.

0.38 0.44 0.50 0.57 0.63 0.71 0.78 0.87 1.04 1.35 1.48 .

.

.

.

.

.

0.42 0.48 0.55 0.63 0.70 0.78 0.86 0.96 1.14 1.49 1.62 .

.

.

.

.

.

.

.

.

.

.

Open Truss or Bar Joist .

.

0.41 0.46 0.53 0.60 0.67 0.75 0.82 0.92 1.10 1.43 1.56

.

Manhours include checking out of job storage, handling, job hauling, layout, measuring, and installing duct runs up to 300 linear feet. For duct runs from 301 feet to 500 feet decrease manhours 30%. For duct runs from 501 feet to 1,000 feet decrease manhours 40%. For 3-phase, 4-pole (1/2 neutral) bus duct increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct increase manhours 25%. For 4-pole, plug-in type bus duct increase manhours 20%. Manhours exclude installation of duct fittings, hangers, enclosures and branch circuit or lighting panelboards, the cutting of holes or openings, welding, painting, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

286

B U B DUC'JL"

8-PHASE, 3-POLE BUS DUCT HTTINGS ALUMINUM PLUG-IN TYPE For Installation

Height

to I0 F~t

MANHOURS EACH Amperes 225 400 600 800

1000 1350 1600 2000 2500 3000 4000

A

3.19 3.63 4.18 4.73 5.28 5.83 6.49 7.26 8.58 10.78 14.52

B 1

.

C

3.63 4.18 4.73 5.39 6.16 7.04 8.03 9.46

4.18 4.73 5.50 6.27 7.15 8.14 9.46

13.42 16.28

15.62 19.58

11.00 11.00 13.20

D

E

3.19 3.63 4.18 4.73 5.28 5.83 6.49 7.26 8.58 10.78 14.52

1.90 2.15 2.40 2.65 2.90 3.16 3.51 3.99 4.82 6.03 7.99

_

. . . .

For Installation

Manhours . . . . . . . . F G H I .

.

.

.

3.19 3.63 4.18 4.73 5.28 5.83 6.49 7.26 8.58 10.78 14.52

Height

.

.

.

3.63 4.18 4.73 5.39 6.16 7.04 8.03 9.46 11.00 13.42 16.28

j

K

1.65 1.89 2.35 2.40 2.75 3.10 3.45 3.87 4.80 5.94 8.25

2.40 2.64 2.90 3.17 3.48 3.83 4.25 4.77 5.94 8.03 11.88

3.19 3.63 4.18 4.73 5.28 5.83 6.49 7.26 8.58 10.78 14.52

H

I

J

K

3.32 3.74 4.31 4.87 5.39 5.95 6.62 7.39 8.73 10.95 14.69

1.75 2.00 2.49 2.54 2.92 3.22 3.59 3.99 4.94 6.06 8.39

2.54 2.80 3.07 3.30 3.62 3.94 4.38 4.91 6.06 8.17 12.04

3.32 3.74 4.31 4.87 5.39 5.95 6.62 7.39 8.73 10.95 14.69

3.19 3.63 4.18 4.73 5.28 5.83 6.49 7.26 8.58 10.78 14.52

J

to 15 Feet

MANHOURS EACH Amperes 225 400 600 800

1000 1350 1600 2000 2500 3000 4O00 .

.

.

.

.

.

A

B

3.32 3.74 4.31 4.87 5.39 5.95 6.62 7.39 8.73 10.95 14.69

3.74 4.31 4.87 5.50 6.28 7.16 8.17 9.61 11.18 13.61 16.48

.

.

Code: A - 9 0 ~ Elbows B-Tees C-Crosses D-Offsets E - E n d Closures F - R e d u c e r s (Unfused)

.

.

.

,

C

D

E

4.31 4.87 5.61 6.40 7.28 8.28 9.61 11.18 13.38 15.81 19.78

3.32 3.74 4.31 4.87 5.39 5.95 6.62 7.39 8.73 10.95 14.69

2.01 2.28 2.54 2.81 3.07 3.29 3.65 4.11 4.96 6.15 8.13

Manhours F ' G 3.32 3.74 4.31 4.87 5.39 5.95 6.62 7.39 8.73 10.95 14.69

3.74 4.31 4.87 5.50 6.28 7.16 8.17 9.61 11.18 13.61 16.48

,,.

.

G-Offset Elbows H - E x p a n s t o n Sections I-Panelboard Connections J - C a b l e Tap Boxes K - T r a n s f e r Tap Secuon

Manhours include checking out of job storage, handling, job hauling and installing of fittings as outlined. For duct runs up to 300 linear feet. Manhours exclude installation of other ,terns and other operations. See respective tables for these ttme frames. For duct runs from 301 feet to 500 feet and from 501 feet to 1,000 feet, decrease manhours 30 and 40% respectively. For 3-phase, 4-pole, (1/2 neutral) bus duct fittings increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct fittings increase manhours 25%. For 4-pole, plug-in type bus duct fittings increase manhours 20%.

B U S DUCT

B87

3-PHASE, 3-POLE BUS DUCT PIITINGS ALUNINUM PLUG-IN TYPE For InstaJlation

Height

to ~0 Feet

MANHOURS EACH fll|ljTc,

I

225 400 600 800

1000 1350 1600 2000 2500 3000 4000

A

B

3.42 3.85 3.85 4.43 4.43 5.02 5.02 5.61 5.49 6.41 6.07 7.29 6.75 8.31 7.52 9.77 8.88 11.35 11.13 13.80 14.87 16.67

C

I,D

4.43 3.42 5.02 3.85 5.72 4.43 6.52 5.02 7.40 5.49 8.43 6.07 9.77 6.75 11.35 7.52 13.57 8.88 16.00 11.13 19.97 14.87

2.09 2.37 2.65 2.92 3.20 3.38 3.76 4.23 5.11 6.27 8.27

For Installation Amperes 225 400 6OO 800 1000 1350 1600 2000 2500 3000 4000

-

A

B

C

D .

3.49

3.93

4.52

3.49

Manhours F O

. E

E 2.14

.

.

3.49

.

.

.

J

.

K

1.82 2.08 2.59 2.65 3.03 3.32 3.70 4.11 5.09 6.18 6.54

2.65 3.42 2.91 3.85 3.20 4.43 3.39 5.02 3.73 5.49 4.06 6.07 4.51 6.75 5.06 7.52 6.18 8.88 8.31 11.13 12.21 14.87

.

.

to ~5 Feet

Manhours .. . . . . . . . : F G . . i

I

.

3.42 3.85 3.42 3.85 4.43 3.85 4.43 5.02 4.43 5.02 5.61 5.02 5.49 6.41 5.49 6.07 7.29 6.07 6.75 8.31 6.75 7.52 9.77 7.52 8.88 11.35 8.88 11.13 13.80 11.13 14.87 16.67 14.87

Height

,

H

3.93

. .

H

.

3.49

I

1.8~

.

J

.

2.70

K 3.49

3 . 9 3 4 . 5 2 5 . 1 2 3 . 9 3 2 . 4 2 3 . 9 3 4 . 5 2 3 . 9 3 2 . 1 3 2 . 9 7 3 . 9 3

,oo

7.571 8.95 i 11.19[ 14.93

.....

9.82 11.42 13.87 16.74

11.42 ] 7.57 i 4.32 7.57 9.82 7.57 13.64 [ 8.95 5.22 8.95 11.42 8.95 16.06[11.19 6.34 11.19 13.87 11.19 20.03114.93 8.33 ,14.93 16.74 14.93

I i

i

4.19 5.16 7.57 5.25 6.24 8.95 6.24 8.38 11.19 8.61 [12.27 L14.93 _ _

__

Code: A - 9 0 ~ Elbows G-Offset Elbows B-Tees H-Expanmon ~ c t i o n s C-Crosses l-Panelboard Connections D-Offsets J - C a b l e Tap Boxes E - E n d Closures K-Transfer Tap Section F - R e d u c e r s (Unfused) Manhours include checking out of .lob storage, handling, job hauling and installing of fittings as outlined. For duct runs up to 300 linear feet. Manhours exclude installation of other items and other operations. See respective tables for these ttme frames. For duct runs from 301 feet to 500 feet and from 501 feet to 1,000 feet, decrease manhours 30 and 40% respectively. For 3-phase, 4-pole, (1/2 neutral) bus duct fittings increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct fittings increase manhours 25%. For 4-pole, plug-in type bus duct fittings increase manhours 20%. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

288

B U S DUC'T

FUSteLE ~50-

AND NONFUSlBLE or 600-Volt

Plug-ln

SWITCHES

and Bolt-On Typos

For HoiEht8 to I0 Foot MANHOURS EACH Amperes

Conductors ..... Size Quantity

Manhours A

#10 #6 #2 #3/0 250 MCM 500 MCM 250 MCM 500 MCM

30 60

100

200 400 600 8OO 1200 ,,

Fusible B C

1.54 1.87 2.53 4.51 11.00 16.06 22.00 29.70

Non-Fusible D

1.54 " 1.76 1.98 2.35 2.42 2.15 2.97 3.30 2.86 5.17 5.61 4.95 11.55 12.10 12.65 17.16 18.26 19.36 23.10 24.20 25.30 31.90 34.10 36.30

E i.32

1.60 2.31 4.07 10.45 15.40 20.90 28.60

F

G

1.47 1.87 2.64 4.51 11.07 16.50 22.00 30.80

1.54 1.87 2.75 4.73 11.55 17.60 23.10 33.00

" "

H 1.76 2.15 3.08 5.17 12.17 18.70 24.20 35.20

. . . .

For Heights

to 15 Feet

MANHOURS EACH Amperes

Conductors Size

Quantity

#10 #6 #2 #3/0 250 MCM 500 MCM 250 MCM 500 MCM

30 60 100 200 400 600 800 1200 L .

.

.

.

Code: A-2-Pole, B-2-Pole, C-3-Pole, D-3-Pole,

Manhours

'A

....

1.69 2.06 2.78 4.96 12.10 17.67 24.20 32.17

Fusible

B

C

D

E i

Non-Fusible F G

1.69 1.94 2.18 1.45 1.62 1.69 2.37 2.59 2.66 1.76 2.06 2.06 3.15 3.27 3.63 2.54 2.90 3.03 5.45 5.69 6.17 4.48 4.96 5.20 12.71 13.31 13.92 11.50 12.18 12.71 18.88 20.09 21.30 16.94 18.15 19.36 25.41 26.62 27.83 22.99 24.20 25.41 35.09 37.51 39.93 31.46 33.88 36.30

H

1.94 2.37 3.39 5.69 13.39 20.57 26.62 38.72

2-Wire 3-Wire 3-Wire 4-Wire

E-2-Pole, 2-Wire F-2-Pole, 3-Wire G-3-Pole, 3-Wire H-3-Pole, 4-Wire Manhours include checking out of job storage, handling, job hauling, installing, and connecting copper conductors as outlined. For aluminum conductors deduct 5% from the manhours. Manhours exclude installation of other items, and scaffolding. See respective tables for these time frames.

BUB DUCT

FUSIBLE 250-

AND NONFUSIBLE or 600-Volt

Plug-In

For Height8

880

SWITOHES

and Bolt-On

~Jvlmm

to 20 Foot

MANHOURS EACH Amperes 30 60 100 200 400 600 800 1200 .

.

.

.

.

.

.

.

.

.

Conductors .... Size Quantity #10 #6 #2 #3/0 250 MCM 500 MCM 250 MCM 500 MCM

A .83 2.72 3.01 5.36

13.07 19.08 26.14 35.28

Fusible B C 1.83 2.55 3.40 5.88

13.72 20.39 27.44 37.90

Manhours .... ' D E

N0n-Fusible F G

2.o9 2.35 .75 2.79 2.87 1.90 2.22 3.53 3.92 2.74 3.14 6.14 6.66 4.84 5.36 14.37 15.03 12.41 13.15 21.69 23.00 18.30 19.60 28.75 30.06 24.83 26.14 40.51 43.12 33.98 36.59

.83 2.22 3.27 5.62 13.72 20.91 27.44 39.20

....H 2.09 2.55 3.66 6.14

14.56 22.22 28.75 41.82

,.

Code: A-2-Pole, 2-Wire E-2-Pole, 2-Wire F-2-Pole, 3-Wire B-2-Pole, 3-Wire G-3-Pole, 3-Wire C-3-Pole, 3-Wire H -3-Pole, 4-W ire D-3-Pole, 4-Wire Manhours include checking out of job storage, handling, job hauling, installing, and connecting copper conductors as outlined. For aluminum conductors deduct 5% from the manhours. Manhours exclude installation of other ltexns, and scaffolding. See respective tables for these time frames.

B4.0

BUS

DUGT

PLUG-IN

MOLDED For

CASE Hoighm

CIRCUIT to

10

BREAKERS

Foot

MANHOURS EACH Am p e r a ge Size

Type of Frame

15-50 70-I O0 70-125 150-225 125-225 250-400 70-100 125-225 250-400 125-300 350-600 700-800 8OO-1000 1200 70-100 150-225 250-400 6OO 700-800 800-1000 1200-1400 1600 1800-2000 800-1000 1200-1400 1600 1800-2000

E, EF, E H E, EF, E H FJ, F K

Pressure Wire Connectors .....

FJ, F K JJ, JK JJ, JK

JL JL

JL

KM KM

KM KP KP

cj

cj cj

CM CM CP CP CP CR HP HP HP HR

#10 #3 #2 #2/0 #3/0 350 M C M #3 #3/0 350 M C M #4/0 50O M C M 3-350 M C M 4-300 M C M 4-500 M C M #3 #2/0 35O MCM 2-350 M C M 3-350 M C M 5-300 M C M 5-350 M C M 5-500 M C M 5-600 MCM 5-300 M C M 5-350 M C M 5-500 M C M 5-6O0 M C M

Manhours B C

A .

.

1.65 1.92 2.48 4.95 6.60 11.00 4.40 6.60 11.00 8.80 15.40 23.10 --6.60 8.80 13.20 --

----

---

---

---

.

.

.

1.93 2.20 2.75 5.50 7.15 12.10 4.68 7.15 12.10 9.35 17.05 26.40 --6.88 9.35 14.30 -----------

.

.

D .

1.93 2.48 3.03 5.78 7 43 12.65 4.95 7.43 12.65 9.63 17.60 28.24 30.80 40.70 7.15 9.63 14.85 24.20 30.25 35.20 38.50 47.30 58.67 35.20 38.50 47.30 58.67

.

2.20 2.75 3.58 6.33 8.25 13.75 5.50 8.25 13.75 10.36 19.25 31.35 34.10 47.30 7.98 10. 73 16.50 26.40 33.19 40.70 44.00 56.11 68.94 40.70 44.00 56.11 68.94

.

Code: A-2-Pole, B-2-Pole, C-3-Pole, D-3-Pole,

2-Wire 3-Wire 3-Wire 4-Wire

Manhours include checking out of job storage, handling, job hauling, and installing circuit b r e a k e r s as listed. Manhours exclude installation of ducts, boxes or other devices, and scaffolding. S e e respective tables for these time frames.

BUll DUCT

PLUG-IN

MOLDED

CASE

For Heighm

CIRCUIT

241

BREAKERS

to 15 Feet

MANHOURS EACH Amperage Size

Type of Frame

15-50 70-100 70-125 150-225 125-225 250-400 70-100 125-225 250-400 125-300 350-600 700-800 800-1000 1200 70-100 150-225 250-400 600 700-800 800-1000 1200-1400 1600 1800-2000 800-1000 1200-1400 1600 18OO-2000

E, EF, E H E, El:', E H FJ, F K FJ, F K JJ.JK JJ, JK

JL JL

JL

KM KM KM KP KP

cj

cj cj

CM CM CP CP CP CR HP HP HP HR

Pressure Wire Connectors #10 if3 #2 #210 #3/0 350 MCM #3 #3/0 350 MCM #4/0 500 MCM 3-350 MC M 4-300 MCM 4-500 MCM #3 #2/0 350 MCM 2-350 MCM 3-350 MC M 5-300 MCM 5-350 MCM 5-500 MCM 5-600 MCM 5-300 MCM 5-350 MCM 5-500 MCM 5-600 MCM

~

. . . .

"A ..... 1.82 2,11 2.73 5.45 7.26 12.10 4.84 7.26 12.10 9.68 16.94 25.41 7.26 9.68 14.52 . . . . . .

Manhours B . . . _. C

D

2.42 3.03 3.94 6.96 9.08 15.13 6.05 9.08 15.13 11.40 21.18 34.49 37.51 52.03 8.78

11.8O

....

18.15 29.04 36.51 44.77 48,40 61.72 75.83 44.77 48.40 61.72 75.83

Code: A - 2 - P o l e , 2-Wire B-2-Pole, 3-Wire C - 3 - P o l e , 3-Wire D - 3 - P o l e , 4-Wire Manhours include checking out of job storage, handling, job hauling, and installing circmt breakers as listed. Manhours exclude installation of ducts, boxes or other devices, and scaffolding. See respective tables for these time frames.

24B

BUS

DUCT

PLUG-IN

MOLDED For

CASE Heights

CIRCUIT to

20

BREAKERB

Feet

MANHOURS EACH Amperage Size

. . . . .

Typeof Frame

Pressure Wire Connectors

,,

A

Manhours B C . . .

,

15-50 70-I00 70-125 150-225 125-225 250-400 70-I00 125-225 250-400 125-300 350-600 7OO-800 800-I 000 1200 70-I 00 150-225 250-400 600 700-800 800-1000 1200-1400

E, EF, E H E, EF, E H FJ, F K FJ. F K JJ,JK JJ, JK JL JL JL KM KM KM KP KP

cj cj cj

1600

CM CM CP CP CP CR I-IP HP I'IP

180O-2000

HR

1600

1800-2000 800-1000 1200-1400

#I0 #3 #2 #2/0 #3/0 350 MCM ~t3 #3/0 350 MCM #4/0 500 M C M 3-350 MCM 4-3OO MCM 4-500 MCM #3 #2/O 35O MCM 2-350 MCM 3-350 MCM 5-300 MCM 5-350 MCM 5-500 MCM 5-6O0 MCM 5-300 MCM 5-350 M C M 5-500 MCM 5-600 MCM

1.97 2.28 2.95 5.89 7.84 13.07 5.23 7.84 13.07 10.45 18.30 27.44

,

.

,

D

-

2.29 2.61 3.27 6.53 8.50 14.37 5.56 8.50 14.37 11.11 20.26 31.36 -8.18 11.11 16.99 -

-

-

41.82

4 7.70

-

--

45.74 56.19 69 70 41.82 45.74 56.19 69.70

52.27 66.66 81.90 48.35 52.27 66.66 81.90

-

7.84 10.45 15.68 -

-

-

2.29 2.95 3.60 6.87 8.82 15.03 5.88 8.82 15.03 11.43 20.91 33.54 36.59 47.70 8.50 11.44 17.65 28.75 35.95

2.61 3.27 4.26 7.52 9.81 16.34 6.53 9.81 16.34 12.31 22.87 37.25 40.51 56.19 9.84 12.74 19.60 31.36 39.43

.

Code: A-2-Pole, B-2-Pole, C-3-Pole, D-3-Pole,

2-Wire 3-Wire 3-Wire 4-Wire

Manhours include c h e c k m g out of job storage, handling, job hauling, and Installing circuit b r e a k e r s as listed. Manhours exclude mstallatton of ducts, boxes or other devices, and scaffolding. S e e respective tables for these time frames.

BUS DUCT

848

3-PHASE, 3-POLE BUS DUCT COPPER--FEEDER TYPE For Installation

Height

to 10 Feet

MANHOURS PER L I N E A R FOOT Approx. Weight Per Foot

(Pounds) 12 14 18 22 25 32 40 54 66

.

.

800 1000 1350 1600 2000 2500 3000 4000 5000 .

.

.

.

Manhours " Horizontal [ Concrde Suspended Ceilings

Vertical Surface

Amperes

.

.

.

.

.

.

0.61 0.66 0.74 0.89 1.05 1.25 1.53 1.91 2.31

0.55 0.60 0.68 0.81 0.96 1.13 1.39 1.74 2.10

0.53 0.58 0.65 0.78 0.92 1.09 1.34 1.67 2.02 .

Open T r u s s or Bar Joist

.

0.58 0.64 0.71 0.86 1.01 1.20 1.47 1.83 2.22

.

For Installation

Height

to 15 Feet

MANHOURS PER LINEAR FOOT

Approx. Weight Per Foot

(Pounds) 12 14 18 22 25 32 40 54 66

Amperes

Vertical Surface

Manhours Horizontal " Concrete Suspended Ceilings .

800 1000 1350 1600 2000 2500 3000 4000 5000

0.57 0.63 0.70 0.84 0.99 1.18 1.45 1.80 2.18

.

0.59 0.66 0.73 0.87 1.03 1.23 1.51 1.87 2.27

.

.

.

.

.

Open Truss or Bar Joist

.

0.65 0.72 0.80 0.96 1.13 1.35 1.66 2.06 2.49

0.63 0.69 0.77 0.92 1.09 1.30 1.59 1.98 2.39

Manhours include checking out of job storage, handling, job hauling, layout, measuring, and installing duct runs up to 300 linear feet. For duct runs from 301 feet to 500 feet decrease manhours 40%. For duct runs from 501 feet to 1,000 feet decrease manhours 40%. For 3-phase, 4-pole (1/2 neutral) bus duct increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct increase manhours 25%. For 4-pole, feeder type bus duct increase manhours 20%. Manhours exclude installation of duct fittings, hangers, enclosures and branch circuit or lighting panelboards, the cutting of holes or openings, welding, painting, and scaffolding. See respective tables for these time frames.

B44

BUS DUCT

8-PHASE, 8-POLE BUS DUCT COPPER--FEEDER TYPE ]'or Installstion

Height

to 20 ]'oot

MANHOURS PER LINEAR FOOT Approx. Weight Per Foot (Pounds)

Amperes

Surface

Manhours Horizontal Concrete Suspended Ceilings

0.s9

, . ,

12 14 18 22 25 32 40 54 66

Vertica]

800 1000 1350 1600 2000 2500

0.61" 0.69 0.76 0.90 1.07 1.28 1.57 1.94 2.36

0.66 0.73 0.87 1.03 1.23 1.51 1.87 2.27

3000

4000 5000

]'or InsteJlation

Height

0.67 0.76 0.84 1.00 1.18 1.41 1.73 2.14 2.60

Open Truss or Bar Joist 0.65 0.72 0.80 0.96 1.13 1.35 1.56 2.05 2.49

to 25 Feet

MANHOURS PER LINEAR FOOT Approx. Weight Per Foot

(Pounds)

.

.

.

.

.

.

Amperes

Vertical Surface

.

Manhours Horizontal Concrete Suspended Ceilings

Open Truss or Bar Joist

,

12 14 18 22 25 32 40 54 66

8O0 1000 1350 1600 200O 250O 3000 4000 500O .

0.61 0.68 0.75 0.90 1.06 1.27 1.56 1.93 2.34

0.63 0.71 0.78 0.94 1.10 1.32 1.62 2.01 2.43

0.70 0.78 0.86 1.03 1.21 1.45 1.78 2.21 2.68

0.67 0.75 0.82 0.99 1.16 1.39 1.71 2.12 2.57

Manhours include checking out of job storage, handling, job hauling, layout, measuring, and installing duct runs up to 300 linear feet. For duct runs from 301 feet to 500 feet decrease manhours 40%. For duct runs from 501 feet to 1,000 feet decrease manhours 40%. For 3-phase, 4-pole (1/2 neutral) bus duct increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct increase manh urs 25%. For 4-pole, feeder type bus duct increase manhours 20%. Manhours exclude mstallation of duct fittings, hangers, enclosures and branch circuit or lighting panelboards, the cutting of holes or openings, welding, painting, and scaffolding. See respective tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

]BUS Duur

3-PHASE,

3-POI~

BUS

DUCT

FITTINGS

C O P P E R - - ~ E D E R

For Installation

Amperes .

,

8O0 1000 1350 1600 2000 2500 3000 4000 5000

A

B

C

D

E

s128 6.6o 8.03 s.sS o.s8 5.83 7.37 6.49 8.25 7.81 9.46 9.24 10.78 10.89 12.98 13.42 16.06 16.72119.80 20.24 23.76

8.80 6.49 9.57 7.26 10.78 8.14 12.98 9.24 15.84:10.67 19.36 12.10 23.98 14.52 29.04 17.16

0.65 0.73 0.81 0.92 1.07 1.21 1.45 1.72

TYPE

Height

MANHOURS

/~

o

to 10 Feet

EACH

Me,nhouls

HI

5.28 6.60 5.83 7.37 6.49 8.25 7.81 9.46 9.24 10.78 10.89 12.98 13.42 16.06i 16.72119.80 20.24 23.76

For InstaUstion

B4fi

K

5.28 5.83 6.49 7.81 9.24 10.78 ~2.98 ~6.s0 20.24

..

3.19 3.63 4.18 4.73

5.83

6.49 7.81 9.24 5.28 10.89 5.83 ~3.42 7.~s 6.72 9.46 2o.24 ~ . 8 8

Height

J

4.73 5.39 6.05 7.15 8.69 10.78 ~.98 ~6.s0 20.u

I

5.28

"L

M

N

0

10.56 1.10 2.20 16.50 11.88 1.38 2.75 22.00 13.42 1.65 3.30 15.40 1.93 3.85 17.82 2.20 4.40 -21.56 2.75 5.50 -2~.s, 3.3o 6.~0 33.22 4.40 8.80 4 0 . ~ s.so ~ . 0 0 -

to 16 Feet

MANHOURS EACH Amperes 800 1000 1350 1600 2000 2500 3000 4000 5000

A

B

C

5.70 6.30 7.01 8.43 9.98 11.43 14.09 17.22 20.44

7.13 7.96 8.91 10.22 11.32 13.63 16.54 20.00 24.00

8.67 9.50 10.34 11.32 13.63 16.32 19.55 24.22 29.33

O 6.30 7.01 7.84 8.79 9.98 11.20 12.71 15.24 17.67

E 0.63 0.70 0.79 0.87 0.99 1.16 1.31 1.57 1.86

"F

O

Manhours H 'i

J

5.70 7.13 5.70 3.45 5.11 6.30 7.96 6.30 3.92 5.82 7.01 8.91 7.01 4.51 6.53 8.43 110.22 8.43 5.11 7.72 9.98 11.32 9.98 5 . 7 0 9.39 11.43,13.63 11.43 6.30 11.32 14.09 16.54 14.09 7.72 13.63 17.22 20.00 17.22 10.22 17.00 20.44 24.00 20.44 12.47 20.44 .

.

.

.

.

.

i K

.

5.70 6.30 7.01 8.43 9.98 11.32 13.63 17.00 20.44

L 11.09 12.47 14.09 15.86 18.35 21.78 27.11 35.55 40.66

M

' N

O

1.19 2.38 17.00 1.49 2.97 22.22 1.78 3.56 2.08 4.16 2.38 4.75 2.97 5.94 3.56 7.13 4.75 9.50 5.94 11.55 .==.

.=.

Code: l-Panelboard Connections A - 9 0 ~ Elbows J - E n d Tap Boxes B-Tees K-Transfer Tap Sectlons C--Crosses L-Weatherproof Service Heads D-Offsets M-Wall and Floor Flanges E - E n d Closures N - F i r e and Weather Stops F - R e d u c e r s (Unfused) O-Indoor Tap-offs G--Offset Elbows H-Expanston Secttons Manhours include checking out of job storage, handling, .lob hauling, and installing of fittings as outlined for duct runs up to 300 linear feet. Manhours exclude Installation of other ttems and other operations. See respecuve tables for these t~me frames. For duct runs from 301 feet to 500 feet and from 501 feet to 1,000 feet, decrease manhours 30 and 40% respectively. For 3-phase, 4-pole (1/2 neutral) bus duct fittings increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct fittings increase manhours 25%. For 4-pole, feeder type bus duct fittings increase manhours 20%.

246

BUfJ DUCT

8-PHASE,

8-POLE

BUS

DUCT

C O P P E R - - F E E D E R For

Installation

Height

MANHOURS Amperes ~0 IooO 1350 16o0 2ooo 2500 3OOo 4~0 5~0

A

B

_

C _

_

D'

E

V

G

FITTINGS TYPE

to 20

Foot

EACH

Manhours H 1

K

5.93 7.41 9.02 6.55 6.55 8.28 9.88 7.29 7.29 9.27 10.75 8.15 8.77 10.63 11.66 9.14 10.38!11.66 14.04110.38

0.65 5.93 741 5.93 3.58 5.31 0.73 6.55 8.28 6.55 4.08 6.05 0.82 7.29 9.27 7.29 4.69 6.80 0.91 8.77 10.63 8.77 5.31 8.03 1.03 10.58 11.66 10.38 5.93 9.76 ~ 7 8 ~404 ~6.48 ~ s 4 ~20 ~ , T S ,4.04 11.78 6.55 11.55 14.51 16.71 19.65 13.09 1.36 14.51 16.71 14.51 8.03 14.04 17.39 20.10 24.34 15.70 1.63 17.39 20.10 17.39 10.63 17.16 20.54 24.12 29 48 17.85 1.93 20.54 24.12 20.54 12.85 20.54

L

s93 ,,42 6ss~2~ss

7.29 14.51

M

~.24 1.85

87716.02217

10.38 18.54 2.47

N

O

,.,,7 ~7~6 3092333 3.71

432

-

-

4.94

-

14.04 27.24 3.71 7.41 1 7 . 1 6 3 3 . 7 2 4.94 9.88 20.54140.87 6.18 11.90

-

~662,.~

309

6t8

-

. ,

For

Installation

Height

MANHOURS

to 25

Foot

EACH

. ,

Amperes 8O0 I000 1350 1600 2OO0 2500 3OO0 4OO0 5OO0

A 6.11 6.74 7.$1 9.04 10.69 :12.01 14.80 1748 20.60

B' 7.64 8.$3 9.54 10.94 11.89 14.32 16.79 20.15 24.18

C .... 9.29 10.18 11.07 11.89 14.32 16.56 19.70 24.40 29.55

Manhours H i

D

E

F

G

6.74 7.51 8.40 9.41 10.69 11.77 13.35 16.02 17.94

0.67 0.75 0.84 0.94 1.06 1.24 1.40 1.68 1.99

6.11 6.74 7.51 9.04 10.69 12.01 14.80 17.48 20:60

7.64 8.53 9.54 10.94 11.85 14.32 16.79 120.15 24.18

J

6.11 3.69 5.47 6.74 4.20 6.24 7.51 4.84 7.00 9.04 5.471 8.27 10.69 6.11 10.05 12.01 6.74 11.89 14.80 8.27! 14.32 17.48 10.94 17.25 20..60 13.11 20.60

K

L

6.11 6.74 7.51 9.04 10.69 11.89 14.32 17.25 20.60

11.54 13.11 14.80 16.10 18.65 21.94 27.31 33.80 40.97

M

N

O

1.27 2.55 17.25 1.60 3.18 22.39 1.91 3.82 2.23 4.45 2.55 5.09 3.18 6.36 3.82 7.64 5.09 10.18 6.36 12.13 -

Code: A - 9 0 ~ Elbows B-Tees C-Crosses D-Offsets E - E n d Closures F - R e d u c e r s (Unfused) G-Offset Elbows H - E x p a n s t o n Sect, ons

l - P a n e l b o a r d Connecttons J - E n d Tap Boxes K-Transfer Tap Secttons L-Weatherproof Servtce Heads M-Wall and Floor Flanges N - F i r e and Weather Stops O - I n d o o r Tap-offs

Manhours mclude checkmg out of job storage, handling, job hauling, and mstalling of fittings as outlined for duct runs up to 300 linear feet. Manhours exclude ,nstallatton of other ttems and other operattons. See respecttve tables for these ttme frames. For duct runs from 301 feet to 500 feet and from 501 feet to 1,000 feet, decrease manhours 30 and 40% respectively. For 3-phase, 4-pole (1/2 neutral) bus duct fittmgs mcrease manhours 20%. For 3-phase, 4-pole (full neutral) bus duct fittmgs mcrease manhours 25%. For 4-pole, feeder type bus duct fittmgs increase manhours 20%.

15U8 D U C T

B47

3-PHASE, 3-POLE BUS DUCT ALUMINUM--FEEDER TYPE For

Installation

Height

to 10 Feet

MANHOURS P E R LINEAR FOOT Approx. Weight Per Foot (Pounds)

Amperes

Vertical Surface

9 10 12 15 17 22 30 42 54

800 1000 1350 1600 2000 2500 3000 4000 5000

0.42 0.47 0.54 0.62 0.73 0.87 1.09 1.43 1.80

Manh0urs . . . . . . . . . . . . . . . Horizontal Concrete Open T r u ~ i or Bar Joist Suspended Ceilings 0.44 0.49 0.56 0.64 0.76 0.90 1.13 1.49 1.87

0.48 0.54 0.62 0.71 0.84 1.00 1.25 1.64 2.06

0.46 0.52 0.59 0.68 0.80 0.96 1.20 1.57 1.98

. _

For

Installstion

HelBht

to 15 Feet

MANHOURS P E R LINEAR FOOT Approx. Weight Per Foot (Pounds)

Amperes

9 10 12 15 17 22 30 42 54

800 1000 1350 1600 2000 2500 3000 4000 5000

Manhours Horizontal Concrete Suspended Ceilings .

Surface

045

0.47 0.53 0.60 0.70 0.82 0.98 1.23 1.60 2.02

0.51 0.58 0.67 0.79 0.94 1.18 1.54 1.94

.

.

.

.

.

.

i

.

.

.

.

0.51 0.58 0.66 0.77 0.90 1.08 1.35 1.76 2.22

.

Open Truss or Bar Joist 0.49 0.56 0.64 0.74 0.87 1.03 1.30 1.69 2.13

.

Manhours include checkmg out of job storage, handling, job hauling, layout, measuring, and mstalling duct runs up to 300 linear feet. For ductruns from 301 feet to 500 feet decrease manhours 30%. For duct runs from 501 feet to 1,000 feet decrease manhours 40%. For 3-phase, 4-pole (1/2 neutral) bus duct increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct increase manhours 25%. For 4-pole, plug-in type bus duct increase manhours 20%. Manhours exclude installation of duct fittings, hangers, enclosures and branch circuit or lighting panelboards, the cutting of holes or openings, welding, painting, and scaffolding. See respective tables for these time frames.

248

BUS DUCT

3-PHASE, 8-POLE BUS DUCT ALUMINUM--FEEDER TYPE For Installation

Height

to ~0 F~t

MANHOURS PER LINEAR FOOT

Approx. Weight ..... Per Foot (Pounds)

Amperes

9 10 12 15 17 22 30 42 54

800 1000 1350 1600 2000 2500 3000 4000

Vertical

Surface

Manhours Horizontal Concrete Suspended Ceilings 0.49 0.55 0.62 0.73 0.85 1.02 1.28 1.66 2.10

0.47 0.53 0.60 0.70 0.82 0.98 1.23 1.60 2.02

5000

For Xnstallstton

0.54 0.61 0.69 0.80 0.94 1.12 1.41 1.73 2.31

. . . .

Height

open Truss or Bar Joist 0.52 0.68 0.66 0.77 0.90 1.08 1.35 1.86 2.22

to ~5 Feet

MANHOURS PER LINEAR FOOT Approx. WeightPer Foot (Pounds) 9 10 12 15 17 22 30 42 54

Amperes

8oo

1000 1350 1600 2000 2500 3000 4000 5000

Vertical Surface 0.48 0.55 0.62 O.72 0.84 1.01 1.27 1.65 2.08

Manhours Horizontal Concrete Suspended Ceilings 0.50 0.57 0.64 0.75 0.87 1.05 1.32 1.72 2.16

0.55 0.63 0.71 0.82 0.96 1.16 1.45 1.89 2.38

Open Truss or Bar Joist 0.53 0.60 0.68 0.79 0.92 1.11 1.39 1.81 2.28

....

Manhours include checking out of job storage, handling, job hauling, layout, measuring, and installing duct runs up to 300 linear feet. For duct runs from 301 feet to 500 feet decrease manhours 30%. For duct runs from 501 feet to 1,000 feet decrease manhours 40%. For 3-phase, 4-pole (1/2 neutral) bus duct increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct increase manhours 25%. For 4-pole, plug-in type bus duct increase manhours 20%. Manhours exclude installation of duct fittings, hangers, enclosures and branch circuit or lighting panelboards, the cutting of holes or openings, welding, painting, and scaffolding. See respecuve tables for these time frames. For heights above 25 feet increase manhours 3% for each additional 5 feet or fraction thereof.

BUS

840

DUCT

8 - P H A S E , 3 - P O L E B U S D U C T ~'I'A-A'ANGS ALUMIMUM--FEEDER TYPE For

InstaJlation

Height

MANHOURS Amperes

800

lOoo 1350 1600 2O00

4OOO 50(10

A

S

C

4.18 5.28 4.73 5.83 5.39 6.49 6.16 7.26 7.26 8.36 8.69 10.34 10.89'13.20 14.30 16.72 18.04 120.24

D

E

6.49 4.73 7.26 5.28 8.361 5.94 9.57 6.49 11.11 7.26 13.20 8.69 15.84 10.78 19.58 14.30 23.20 18.04

For

F

O

A

s~

4.51 5.11 5.82 6.65 7.84 9.39 11.43 15.02 18.58

1000 1350 1600 2000 25oo 30O0 40OO 5000

.

B

.

.

C

5.70 ~ 7.01 6.30 7.84 7.01 9.03 7.84 10.34 9.03 11.67 10.86 13.86 13.86 16.32 17.22 119.78 20.44 23.43

.

.

.

5.11 5.70 6.42 7.01 7.84 9.39 11.32 15.02 18.58

Feet

each j

K

L

M

N "

O

0.43 4 . i 8 5.28 4.18 2.53 3.41 4.18 9.46 1.10 2.20 16.50 0.53 4.73 5.83 4.73 2.86 3.96 4.73 10.78 1.38 2.75 22.00 0.59 5.39 6.49 5.39 3.30 4.73 5.39 11.88 1.65 3.30 -0.65 6.61 7.26 6.16 3.96 5.50 6.16 14.52 1.93 3.85 0.73 7.26 8.36 7.26 4.73 6.27 7.26 17.16 2.20 4.40 -0.87 8.69 10.34 8.69 5.50 7.59 8.69 20.24 2.75 5.50 -1.08 10.89 13.20 10.89 6.27 9.57 10.89 23.98 3.30 6.60 -1.43 14.30 16.72 14.30 7 . 9 2 1 2 . 9 8 114.30 29.04 4.40 8.80 1:80 18.04 20.24 !.8.04 10.12 i16.72 i18.04 34.10 5.50 11.00 --

InmtaJJatlon

D'

10

Manhours H l

Height

MANHOURS Amperes

to

.

E'

.

F

O

Feet

to IS

each

Man_hours

H

I

.

J

..........

K

L

0.46 4.51 5.70 4.51 2.73! 3.68 4.51 10.22 0.57 5 . 1 1 6.30 S . l l 3.09 4 . 2 8 5.11 11.32 0.64 5.82 7.01 5.82 4.561 S . l l 5.82 12.47 0.70 6.65 7.84 6.65 4.281 5.94 6.65 15.24 0.79 7.84 9.03 7.84 S . l l 6.77 7.84 17.67 0.94 9.39 10.86 9.39 5.94 8.20 9.39 20.44 1.17 11.43 13.86 11.43 6.77i10.34 11.43 24.22 1.54 15.02 17.22 15.02 8.55 13.63 15.02 29.33 1.94 18.58 20.44 18.58 10.63 17.22 18.58 34.44

M

N

O

1.19 2.38 17.00 1.49 2.97 22.22 1.78 3.56 2.08 4.16 2.38 4.75 2.97 5.94 -3.56 7.13 -4.75 9.50 -5.94 11.55 --

Code: l - P a n e l b o a r d Connections A - 9 0 ~ Elbows J - E n d Tap Boxes B-Tees K - T r a n s f e r Tap Sectnons C-Crosses L-Weatherproof ~ r v s c e Heads D-Offsets M - W a l l and Floor Flanges E - E n d Closures N - F i r e and Weather Stops F - R e d u c e r s (Unfused) O - I n d o o r Tap-offs G-Offset Elbows H - E x p a n s i o n Sect,ons Manhours include checking out of job storage, handling, job hauling, and mstalling of fittings as outlined for duct runs up to 300 linear feet. Manhours exclude mstallat,on of other ntems and other operat,ons. See respect,re tables for these t,me frames. For duct runs from 301 feet to 500 feet and from 501 feet to 1,000 feet, decrease manhours 30 and 40% respect, rely. For 3-phase, 4-pole (1/2 neutral) bus duct fittings increase manhours 20%. For 3-phase, 4-pole (full neutral) bus duct fittings increase manhours 25%. For 4-pole, feeder type bus duct fittings increase manhours 20%. For He,ghts above 25 feet increase manhours 3% for each addit,onal 5 feet or fract,on thereof.

250

B U S DUCT

8-PHASE, 3-POLE BUS DUCT FITTINGS ALUMINUM--FEEDER TYPE For Install&t/on Holght

to ~0 F~t

MANHOURS each .

Amperes

.........

8OO 1000 1350 1600 2OOO 25O0 3000 4000 500O

A

4.69 5.31 6.05 6.92 8.15 9.76 11.78 15.47 18.58 .

B

C

D

5.9;3' 7.29 6.55 8.15 7.29 9.39 8.15'10.75 9.39 12.02 11.18i14.28 14.28 16.48 17.39 119.87 20.54 123.55 .

.

.

E

'5.31 5.93 6.67 7.29 8.15 9.76 11.66 15.47 18.77 .

.

.

.

Manhours O H I

F

0.48 4.69 5.93 4.69 0.60 5.31 6.55 5.31 0.66 6.05 7.29 6.05 0.73 6.92 8.15 6.92 0.82 8.15 9.39 8.15 0.98 9.7611.18 9.76 1.21 11.78 14.28 11.78 1.61 15.47 17.39 15.47 2.02 18.58 20.54 18.58

For Installation

Hoight

J

2.84 3.21 3.71 4.45 5.31 6.18 7.04 8.90 10.94

to

~5

3.83 4.45 5.31 6.18 7.04 8.53 10.75 14.04 17.39

K

L

4169ri0.63 5.31 11.66 6.05 12.85 6.92 15.70 8.15 17.85 9.76 20.54 11.78 24.34 15.47 29.48 18.77 34.61

M

N

O ....

1.24 2.47 17.16 1.55 3.09 23.33 1.85 3.71 2.17 4.32 2.47 4.94 3.09 6.18 3.71 741 4.94 9.88 6.18 11.90 --

Feet

MAN HOURS each

Amperes

~o

1000 1350 1600 2000 3000 4000

,sooo Code:

AjBiCiDIEI

4.84 5.471 6.241 7.13J 8.40 !

6.111 7.511 6.741 8.401 7.51[ 9.67 ! 8.40111.07J 9.67112.26[

5.471 0.50J" 6.11 10.61l 6.87J0.68J 7.51 J 0.751 8.4010.84 I

Manhours

tLI MiNIO .......

4.84 61111 4.841 ~.931 3.961 4.84 5.47 6.74 ! 5.471 3.311 4.581 5.47 11.89 ! 1.601 3.18122.39 6.24! 7.Sll 6.~41 3.821 s.471 6.~4 !13.111 1.91 1 3-821 7.13 8.401 7.~31 4.s81 6.361 7.~31~6.021 2.231 4.4s I 8.40 . . . .

10.05111.41 114.86110.05 I 1.01 ilO.O5 11.41110.081 6.36j 8. 78110.08120.60 i 3.18 6.36 12.ol i14.s6116.86111.891 l.zs 112.ol 14.56112.01 [ 7.25[II.07[12.01[24.401 3.82 1 7.64] 18.77117.481~9.9~ I~S.771 ~.es I~S.77 17.4811s.7719.16114.32115.77129.5515,09110.181 !.8.~1~o~0o1~3.6~ 1~8.8~ 12.o8118.86 2 0 . 6 0 1 1 8 . 8 6 1 1 1 . 1 6 I17 48l 18.86134.701 6.36112.131 - -

-

A - 9 0 ~ Elbows l-Panelboard Connections B-Tees J - E n d Tap Boxes C-Crosses K-Transfer Tap Sections D-Offsets L-Weatherproof Service Heads E - E n d Closures M-Wall and Floor Flanges F - R e d u c e r s (Unfused) N - F i r e and Weather Stops G-Offset Elbows O-Indoor Tap-offs H-Expansion Secuons Manhours include checlung out of job storage, handling, job hauling, and tnstalling of fittings as outlined for duct runs up to 300 linear feet. Manhours exclude mstallauon of other items and other operattons. See respecuve tables for these ume frames. For duct runs from 301 feet to 500 feet and from 501 feet to 1,000 feet, decrease manhours 30 and 40% respectwely. For 3-phase. 4-pole (1/2 neutral) bus duct fittings mcrease manhours 20%. For 3-phase, 4-pole (full neutral) bus duct fittings tncrease manhours 25%. For 4-pole, feeder type bus duct fittings increase manhours 20%. For Heghts above 25 feet mcrease manhours 3% for each additmnal 5 feet or fracuon thereof.

Section 8 ELECTRIC HEATING AND VENTILATING It is not the intent of this section to cover all items as may be required for a heating: or ventilating system, but rather to allow the electrical estimator time frames in manhours for the installation of electrical equipment and their components that may form a part of these systems. The manhour units represent average time requirements for the installation of the items at the locations as described and in accordance with the notes appearing with the tables and include time allowance to complete all n e c ~ r y labor for the particular operation.

251

252

BLBOTRIC HRATING AND VRNTILATING

BASEBO~

CONVECTORS

MANHOURS PER SECTION Section Length (Inches)

Prewired Baseboard 50 to 100 to 200 to Over 100 LF. 200 LF. 300 LF. 300 LF.

Custom Wired Baseboard

50 to 100 LF.

100 to 200 to 200 LF. 300 LF.

.

12 24 36 48 60 72 96 120 144 .

.

.

.

.

.

.

0.97 1.14 1.14 1.29 1.29 1.47 1.61 1.79 1.94

0.66 0.78 0.78 0.88 0.88 1.00 1.1 0 1.22 1.32

0.44 0.52 0.52 0.59 0.59 0.67 O.73 0.81 0.88

0.33 0.39 0.39 0.44 0.44 0.50 0.55 0.61 0.66

0.65 0.82 0.82 0.97 0.97 1.14 1.29 1.47 1.61 ,.

.

.

.

0.44 0.56 0.56 0.66 0.66 0.78 0.88 t.O0 1.1 0

.

.

.

.

.

.

0.29 0.37 0.37 0.44 0.44 0.52 0.59 0.67 0.73

Over 300 LF.

.

0.22 0.28 0.28

0.33

0.33 0.39 0.44 0.50 0.55

Manhours include checking out of job storage, handling, job hauling, distributing and installing items as outlined. Prewlred section manhours include the wiring connecting of sections together. Custom wired section includes the installation of the sections only and do not include sections connecting wiring. Manhours exclude the installation of circuit conduit, boxes, wiring, and circuit connectmns. See respective tables for these time frames.

BLllOTRIO HEATING AND VIN'rlLATING

RADIANT

258

BASEBOARDS

MANHOURS P E R S E C T ION Prewired Radiant Baseboard ' 50 to 100 to 200 to Over 100 LF. 200 LF. 300 LF. 300 LF.

Section Length (Inches) 12 24 36 48 60 72 96 120 144

1.11 1.25 1.25 1.42 1.42 1.56 1.73 1.88 2.05

0.78 0.87 0.87 0.99 0.99 1.09 1.21 1.31 1.43

0.55 0.62 0.62 0.71 0.71 0.78 0.87 0.94 1.02

Blank Baseboard Section 50 to 100 to 200 to Over 100 LF. 200 LF. 300 LF. 300 LF.

0.39 0.44 0.44 0.50 0.50 0.55 0.61 0.66 0.72

,

0.51 0.66 0.66 0.84

BASEBOARD

0.23 0.29 0.29 0.37

0.17 0.22 0.22 0.28

o.s4

o.s6

0.3~

0.2s

0.99

0.66

0.44

0.39

t.~ ~ .

.

0.34 0.44 0.44 0.56

.

.

-

0.78 .

o.s2

.

. , - -

0.39 ,,.=

.

ACCESSORIES

MANHOURS FOR FOLLOWING LINEAR F E E T O F BASEBOARD Item Description

Manhours Each for Following Linear Feet Over 100 to 200 to 50 to 3OO LF. 300 LF. 2OO LF. 100 LF. ,,

splice Plate or'Joining Strip End Section Cap or Plate Inside Comer Outside Corner Receptable S e c . - Ground 15 Amp 120 V. Receptacle S e c . - Ground 20 Amp 120 V. Air Cond. Receptacle 240 V. Baseboard Sec. - l-Pole Thermostat Baseboard S e c . - 2-Pole Thermostat ,,

,

0.17 0.17 0.91 0.91 1.21 1.21 1.52 1.21 1.52

0.12 0.12 0.66 0.66 0.88 0.88 1.10 0.88 1.10

0.10 0.10 0.53 0.53 0.70 0.70 0.88 0.70 0.88

0.06 0.06 0.33 0.33 0.44 0.44 0.55 0.44 0.55

..

Manhours include checking out of job storage, handling, job hauling, distributing, and installing items as outlined. Prewired section manhours include the wiring connecting of sections together. Inside and outside corner manhours include an allowance for cutting to length one section of baseboard. Manhours exclude the installation of circuit conduit, boxes, wiring, and circuit connections. See respective tables for these time frames.

gfi4

ILmOTRIO

HEATING AND V~NTIZ.A,TINQ

INDOOR

TYPE

RADIANT

HEAT

CABLE

MANHOURS PER SPOOL

Rated Wattage

Apprommate Spool Length (Feet)

Slab on Ground

200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 16O0 1700 1800 190O 2OOO 2200 2400 26OO 28O0 3000 3200 3400 3600 3800 4OO0 4200 4400 4600 4800 5000

80 II0 145 180 220 250 290 330 360 400 435 470 5O5 545 580 615 650 680 720 800 880 960 1030 1100 1170 1240 1310 1380 1450 1525 1600 1670 1745 1820

0.50 0.56 0.61 0.66 0.70 0.75 0.80 0.85 0.89 0.95 1.00 1.09 1.20 1.30 1.47 1.50 1.60 1.69 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80

Manhours for Precme Layout Elevated Concrete Slab Height to 25' 15' 10' 20' 0.51 0.57 0.62 0.67 0.71 0.77 0.82 0.87 0.91 0.97 1.02 1.11 1.22 1.33 1.50 1.53 1.63 1.72 1.84 2.04 2.27 2.45 2.65 2.86 3.06 3.26 3.47 3.67 3.88 4.08 4.28 4.49 4.69 4.90

0.53 0.59 0.64 0.69 0.74 0.79 0.84 0.89 0.94 1.00 1.05 1.15 1.26 1.37 1.54 1.58 1.68 1.78 1.89 2.10 2.33 2.52 2.73 2.94 3.15 3.36 3.57 3.78 3.99 4.20 4.41 4.62 4.83 5.04

0.55 0.62 0.67 0.73 0.77 0.83 0.88 0.94 0.98 1.05 I.I0 1.20 1.32 1.43 1.62 1.65 1.77 1.86 1.99 2.21 2.45 2.65 2.87 3.09 3.31 3.53 3.75 3.97 4.19 4.41 4.63 4.85 5.07 5.30

0.59 0.66 0.72 0.78 0.83 0.89 0.94 1.00 1.05 1.12 1.18 1.29 1.42 1.53 1.74 1.77 1.89 1.99 2.12 2.36 2.62 2.83 3.07 3.30 3.54 3.78 4.01 4.25 4.49 4.72 4.96 5.19 5.43 5.67

Plaster or Suspended Ceiling 0.61 0.68 0.74 0.80 0.75 0.91 0.97 1.03 1.08 1.15 1.22 1.33 1.46 1.58 1.79 1.82 1.95 2.05 2.19 2.43 2.70 2.92 3.16 3.40 3.65 3.89 4.13 4.38 4.62 4.86 5.11 5.35 5.59 5.84

Manhours include checking out of Job storage, handling, job hauling, distributing, installing, and splicing connections. Manhours exclude installation of circuit condmt, boxes, clrcu,t wiring, or connecUons. See respective tables for these ume frames.

EI~3TRIO

800-VOLT

OUTSIDE Buried

HEATING AND VENTILATING

HEATING

B55

CABLE

in Concrete

MANHOURS PER 100 LINEAR F E E T Type of Conductor

Number Wattage AWG of No. Conductors Per LF. i !

Plastic Jacketed Plastic Jacketed Plastic Jacketed Plastic Jacketed Plastic Jacketed Lead Jacketed Lead Jacketed Tinned Copper Braid Jacket Tinned Copper Braid Jacket

I 1 I

2 2 1 1 1 1

5-10 5-10 5-10 5 5 7 7 10 10

26 19

Repetitive

NonRepetitive

0.70 0.80

0.90 1.05

14

1.00

26 19 26 19 26 19

0.80 0.92 1.00 1.32 0.92 1.05

1.30

1.05

1.20 1.30

1.76

1.20 1.41

Precise 1.10 1.32

1.64 1.32 1.52

1.64 2.20 1.52 1.76

Manhours include checking out of job storage, hob hauling, handlingl distributing, layout, installing, and splicing connections. Manhours exclude installation of circuit conduit, boxes, circuit wiring, connections, and placement of concrete. See respective tables for these time frames. Manhours are based on installation of up to 500 linear feet of cable. For runs of 500 to 1,000 linear feet reduce manhours 8% and for runs greater than 1,000 linear feet reduce manhours 12%.

HLII~L'RIC HHATING AND VINTILATING

256

OUTDOOR

MAT TYPE

HEATING

CABLE

M A N H O U R S P E R MAT Mat Width by Mat Length 0'8" x

0'8" 0'8" 0'8" 0'8" 0'8"

x x x x x

5'0"

10'0" 15'0;' 20'0" 25'0" 30'0"

0'8" x 3 5 ' 0 "

0'8"

x

40'0"

I'0" 1'0" 1'0" 1'0" 1'0"

x x x x x

5'0" 10'0" 15'0" 20'0" 25'0"

1'0" x 30 ' 0 " 1'0" x 35'0" 1'0" x 40'0" 1'6" x 5 ' 0 " 1'6" x 10'0"

1'6" x 15'0" 1'6" x 20'0" 1'6" x 2 5 ' 0 "

1 '6" 1 '6" 1'6" 2'0'" 2'0" 2'0" 2'0" 2'0" 2'0" 2'0" J 2'0"

x 30'0" x 35'0" x 40'0" x 5'0" x 10'0" x 15'0" x 20'0" x 25'0" x 30'0" x 35'0" x 40'0"

Repetitive

Non-Repetitive

Precise

0.34 0.35 0.38 0.41 0.45 0.53 0.57 0.61 0.35 0.38 0.41 0.45 0.53 0.57 0.61 0.65 0.41 0.45 0.53 0.57 0.61 0.65 0.68 0.71 0.53 0.57 0.61 0.65 0.68 0.71 0.76 0.80

0.46 0.47 0.50 0.55 0.60 0.71 0.76 0.81 0.47 0.50 0.55 0.60 0.71 0.76 0.81 0.86 0.55 0.60 0.71 0.76 0.81 0.86 0.91 0.95 0.71 0.76 0.81 0.86 0.91 0.95 1.02 1.06

0.57 0.58 0.63 0.69 0.75 0.89 0.95 1.01

0.58 0.63 0.69 0.75 0.89 0.95 1.01 1 .O8

0.69 0.75 0.89 0.95 1.01 1.08

1.14 1.19 0.89 0.95 1.01 1 .O8

1.14 1.19 1.27

1.33

Manhours include checking out of job storage, handling, job hauling, distributing, layout, installing, and splicing connection. Manhours exclude installation of circuit conduit, boxes, circuit wiring, circuit connection, and placement of concrete. See respective tables for these time frames.

EUI~O

OUTDOOR

MAT TYPE

lqll&TINO AND VBI~Jt~.~'PINQ

HEATING

~B7

CABLE

MANHOURS P E R MAT Mat Width by Mat Length 2'6" 2'6" 2'6" 2'6" 2'6" 2'6" 2'6" 2'6"

x x x x x x x x

5'0" 10'0" 15'0" 20'0" 25'0" 30'0" 35'0" 40'0"

3'0" x

5'0"

3'0" x 10'0" 3'0" 3'0" 3'0" 3'0"

x x x x

3'0" 3'0" 4'0" 4'0" 4'0"

x x x x x

15'0" 20'0" 25'0"

30'0" 35'0" 40'0" 5'0" 10'0" 15'0"

4'0" x 4'0" x 4'0" x 4'0" x 4'0" x

30'0" 35'0" 40'0"

5'0" 5'0" 5'0" 5'0" 5'0"

5'0" 10'0" 15'0" 20'0" 25'0"

x x x x x

20'0"

25'0"

5 ' 0 " x 30'0"

5'0" x 35'0" 5'0" x 40'0" 6'0" x 5'0"

6'0" x 10'0" 6'0" x 15'0" 6'0" x 2 0 ' 0 " 6'0" x 25'0" 5'0" x 30'0" 5'0" x 3 5 ' 0 " 6'0" x 40'0"

Repetitive 0.61 0.65 0.68 0.71 0.76 0.80 0.84 0.87 0.68 0.71 0.76 0.80 0.84 0.87 0.91 0.95 0.75 0.80 0.84 0.87 0.91 0.95 0.99 1 .O3 0.84 0.87 0.91 0.95 0.99 1.03 1.06 1.10 0.91 0.95 0.99 1 .O3 1.06 1.10 1.14 1.18

Nll 3n-Repetitive 0.81 0.86 0.91 0.94 1.02 1.06 1.12 1.16 0.91 0.94 1.02 1.06 1.12 1.16 1.22 1.26 1.02 1.06 1.12 1.16 1.22 1.26 1.32 1.38 1.12 1.16 1.22 1.26 1.32 1.38 1.42 1.47 1.22 1.26 1.32 1.38 1.42 1.47 1.52 1.57

Precise 1.01 1.08

1.14 1.18

1.27 1.33 1.40 1.45 1.14

1.18

1.27 1.33 1.40 1.45 1.52 1.58

2.27

1.33 1.40 1.45 1.52 1.58 1.65 1.72 1.40 1.45 1.52 1.58 1.65 1.72 1.77 1.84 1.52 1.58 1.65 1.72 1.77 1.84 1.90 1.96

Manhours include checking out of job storage, handling, job hauling, distributing, layout, installing, and splicing connection. Manhours exclude installation of circuit conduit, boxes, circuit wiring, circuit connection, and placement of concrete. See respective tables for these time frames.

258

ELECTRIC

HEAl'DIG AND FENTILATINQ

SURFACE MOUNTED AND SUSPENDED CEILING MOUNTED I:tADIANY HEATING PANELS Panel Size (Feet) 2x 2 2x 3 2x 4 2x 5 2x 6 2x 8 4x 4 4x 6 4x 8 4x10 4x12

MANHOURS EACH Surface Mounted 0.65 0.80 0.92 1.08 1.21 1.36 1.08

1.36 1.65 2.05 2.73

Suspended Ceiling Mounted 0.52 0.65 0.79 0.95 1.08 1.23

0.95 1.21 1.52 1.96

2.44

Manhours include checking out of job storage, handling, job hauling, distributing, installing, and connecting panels as outlined. Labor for nailing, stapling or glueing surface mounted panels is included. Manhours do not include placement of wood furring strips, T-bars, wall angles, support wires, circuit conduit, boxes, circuit wiring, circuit connections, and scaffolding. See respective tables for these time frames.

ELICTBIC

ELECTRIC

FLOOR

H~TING

A N D VIIqWI'ILATINQ

859

AND WALL HEATERg

MANHOURS EACH Floor Insert TYPe Wattage

400

500 600 800 1000 1200 1400 1600 1800 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000

10 Each

20 Each

20 or More

1.19

1.08

0.92

ito ......

i0io

. .

, . .

--.

. . .

1.34 1.50 1.66 1.82 1.97 2.13 2.29 2.67 3.07 3.47 3.78

1.22 1.36 1.51 1.65 1.79 1.94 2.08 2.43 2.79 3.15 3.44

. . .

. . .

4.58

4.16

,...

3.54

. . .

6.15

5.59

. .

9.30

1.04 1.16 1.28 1.40 1.52 1.65 1.77 2.07 2.37 2.68 2.92

4.75

. . .

i

8.45

7.18

Wall Convector Type 20 or 10to More 10 Each 20 Each 1 to

0.83 0.91 0.98 1.07 1.13 1.22 1.30 1.35 1.45 1.54 1.67 1.82 1.97 2.13 2.29 2.44 2.61 2.76 2.92 3.07 3.22 3.39

0.75 0.83 0.89 0.97 1.03 1.11 1.18 1.23 1.32 1.40 1.52 1.65 1.79 1.94 2.08 2.22 2.37 2.51 2.65 2.79 2.93 3.08

0.68 0.75 0.80 0.87 0.93 1.00 1.06 1.11 1.19 1.26 1.37 1.49 1.61 1.75 1.87 2.00 2.13 2.26 2.39 2.51 2.64 2.77

Manhours include checking out of job storage, handling, job hauling, distributing, installing, and connecting to preinstalled circuit. Wall convector type heaters are mounted at floor level. Manhours exclude installation of circuit conduit, boxes, circuit wiring, and circuit connection to main feeder. See respective tables for these time frames.

260

B~OTX:tIO I:J~&~G

RECESSED

&ND VBN'13L&TING

AND RADIANT

WALL

HEATERS

MANHOURS E A C H Wattage

400

Recessed with Fans 10to 1 to .... 20 or' More 10 Each 20 Each

500 600 800 1000 1200 1400 1600 1800 2000 250O 3000 350O 4000 450O 5000

0.91 1.07 1.22 1.38 1.54 1.67 1.82 1.97 2.13 2.53 2.85 2.92 3.23 3.54 3.86 4.16

0.83 0.97 1.11 1.25 1.40 1.52 1.65 1.79 1.94 2.30 2.59 2.65 2.94 3.22 3.51 3.78

*1 0O0 *2000 *3000 *4000 *5000

2.73 2.63 4.54 5.45 6.36

2.48 3.30 4.13 4.95 5.78

Radiant Without Fans lto 10 to 20 or 10 Each 20 Each More ,

r

'

'

0.71 0.82 0.94 1.06 1.19 1.29 1.40 1.52 1.65 1.96 2.20 2.25 2.50 2.74 2.98 3.21

0.63 0.68 0.75 0.83 0.91 0.98 1.07 1.18 1.34 1.50 1.82 2.13 2.50 2.76 3.07 3.39

0.57 0.62 0.68 0.75 0.83 0.89 0.97 1.07 1.22 1.36 1.65 1.94 2.27 2.51 2.79 3.08

0.51 0.56 0.61 0.68 0.75 0.80 0.87 0.96 1.10 1.22 1.49 1.75 2.04 2.26 2.51 2.77

2.11 2.81 3.51 4.21 4.91

1.82 2.73 3.63 4.54 5.45

1.65 2.48 3.30 4.13 4.95

1.49 2.23 2.97 3.72 4.46

....

*Explosion proof heaters for hazardous locations. Manhours include checking out of job storage, handling, job hauling, distributing, installing, and connecting to preinstalled circuit. Manhours exclude installation of circuit conduit, boxes, circuit wiring, and circuit connection to mare feeder. See respective tables for these time frames.

ELICTRIC

RADIANT

AND

HI~ATING

INFRARED

AND VENTIlaTING

CEILING

861

HEATERS

MANHOURS EACH

i0'

Item Description 1 .

.

.

.

.

.

.

.

.

1000

W.

Surface Mounted Heater ~ Fan -

I000

[

Ili

.

Recessed Single Infrared Lamp Recessed Double Infrared Lamp Recessed Triple Infrared Lamp Comb. Two Lamp Heater & Exhaust Recessed Radiant Heater - 1000 W. Radiant Heater with Fan - 1000 W. Radiant Heater with Fan - 1500 W. Comb. Heater, Fan & Light - 1000 W. Comb. Heater, Exhaust & Light - 1000 W. Comb. Heater. Exhaust. Ltght& Fan -

2

I 3

W.

Ceiling !ietght to 15' 20' II~ - 13 " I'i 2

3[

,4

1.08 1.11 1.35 1.39 1.63 1.68 1.90 ! 1.96! 1.63 1.68 2.05 2.11 2.43 2.50 2.70 2.78

1.16 1.42 1.76 2.05 1.76 2.22 2.63 2.92

1.13 1.42 1.71 2.00 1.71 2.15 2.55 2.84

1.16 1.22 1.16 1.46 1.54 1.46 1.76 1.85 1.76 2.06 2.161 2.06 1.7611.85 1.76 2.21 2.33 2.21 2.63 2.76 2.63 2.93 3.07 2.93

1.19 1.50 1.81 2.12 1.81 2.28 2.71 3.02

i.25 1.58 1.90 2.28 1.90 2.39 2.84 3.17

. . . . .

2s"

1.2o 1.2, ~ao 1.51 1.82 2.13 1.82 2.29 2.72 3.03

1.56 1.87 2.19 1.87 2.36 2.80 3.12

1.63 1.97 2.30 1.97 2.48 2.94 3.28

2.70 2.78 2.92 2.84 2.93 3.07 2.93 3.02 3.17 3.03 3.12 3.28 3.38 3.48 3.66 3.55 3.66 3.84 3.66 13.77 3.96 3.79 3.90 4.10

1.63 1.68 1.76 1.71 1.76 1.85 1.76 1.81 1.90 1.82 1.87 1.97 _.

Codes:

1 - E x p o s e d Concrete Ceilings 2 - P l a s t e r or S u s p e n d e d Ceilings 3 - T i l e Ceilings M a n h o u r s include checking out of job storage, handling, job hauling, distributing, installing, and connecting to preinstalled circuit. M a n h o u r s exclude installation of circuit conduit, boxes, circmt wiring, and circuit connection to main feeder. S e e respective tables for these time frames.

262

m~Ri;O

I:tAD~

HBATING

AND VHNTILATING

AND INFI:tAI:tED COMMERCIAL CEILING HEATEI~ MANHOURS EACH

Item Description

Wattage

1 to 10 Each

10to 20 Each

20 or More

Radiant Indoor Heaters

500 I000 1500 2000 2500 3000 3500 4000

1.50 1.82 2.40 3.00 3.36 4.19 4.82 5.45

1.36 1.65 2.18 2.73 3.05 3.81 4.38 4.95

1.22 1.49 1.96 2.46 2.75 3.43 3.94 4.46

Indoor-Outdoor Infrared Heaters

1000 2000 3000 4000 5000 6000 8000

3.00 4.50 6.00 7.50 9.00 12.00 15.00

2.73 4.09 5.46 6.82 8.18 10.91 13.64

, ,

'2.46 3.68 4.91 6.14 7.36 9.82 12.28

Manhours include checking out of job storage, handling, job hauling, distributing, installing, and connecting to preinstalled circuit. Manhours exclude installation of circuit conduit, boxes, circuit wiring, and circuit connection to main feeder See respective tables for these time frames.

BLICTI:tlO

DUCT INgERT

PIEATINQ AND VENTIL&TING

868

HEATERS

MANHOURS EACH KW Rating

1 to 10 Each

10 to 20 Each

20 or More

1.0 2.0 3.0 4.0 6.0 8.0 10.0 15.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 100.0 150.0 200.0 4OO.0 600.0 800.0 1000.0

0.95 1.09 1.24 1.40 1.74 2.04 2.58 2.75 3.14 3.92 4.70 5.49 6.28 7.05 7.84 8.64 9.44 10.98 12.55 15.69 18.98 22.26 25.55

0.83 0.95 1.08 1.22 1.51 1.77 2.24 2.39 2.73 3.41 4.09 4.77 5.46 6.13 6.82 7.51 8.21 9.55 10.91 13.64 16.50 19.36 22.22

0.66 0.76 0.86 0.98 1.21 1.42 1.79 1.91 2.18 2.73 3.27 3.82 4.37 4.90 5.46 6.00 6.57 7.64 8.73 10.91 13.20 15.49 17.78

Manhours include checking out of job storage, handling, job hauling, distributing, rigging, picking, setting, aligning, and connecting to preinstalled circuit. Manhours exclude installation of circuit conduit, boxes, circuit wiring, circuit connection to main feeder and scaffolding. See respective tables for these time frames.

B64

ELECTRIC HEATING AND VENTILs

ELECTRIC

FUBNACES

MANHOURS EACH Item

Forced Air Units

Hydronic Units

KW

Slab on Grade

10'

10 15 20 25 30 35 40

6.82 7.54 8.25 8.97 9.68 10.40 10.89

7150 8.29 9.08 9.87 10.65 11.44 11.98

8.03 8.87 9.71 10.56 11.39 12.24 12.82

8.43 9.32 10.20 11.09 11.96 12.85 13.46

868 9.60 10.50 11.42 12.32 13.24 13.86

I0 20 30 40 50 I00 200 400 600 800 I000 1500 2000 2500 3000

6.82 8.25 9.57 11.11 13.64 14.67 17.97 22.00 27.13 31.53 37.40 48.40 60.50 72.60 86.53

7.50 9.08 10.53 12.22 15.00 16.14 19.77 24.20 29.84 34.68 41 .I 4 53.24 66.55 79.86 95.18

8.03 9.71 11.26 13.08 16.05 17.27 21.15 25.89 31.93 37.11 44.00 56.97 71.21 85.45 101.85

8.43 10.20 11.83 13.73 16.86 18.13 22.21 27.19 33.53 38.97 46.22 59.82 74.77 89.72 106.94

8.68 10.50 12.18 14.14 17.36 18.67 22.87 28.00 34.53 40.14 47.61 61.61 77.00 92.41 10.15

Rating

.

.

.

.

.

.

.

Heights to 15' 20; '

.

J .

25'

Manhours include checking out of job storage, handling, job hauling, distributing, rigging, picking, setting, aligning, and connecting items as outlined Manhours exclude installation of circuit conduit, boxes, circuit wiring or connecting to main feeder, and scaffolding. See respective tables for these time frames.

ELIBCTRIC I~EATING

HYDRONIC

HEATER MANHOURS

Item Description 3 Element Units 1 05KW-15Pounds 1 0-10KW-18Pounds 1 0 - 15 K W - 20 Pounds 1 0 - 20 KW - 24 Pounds 3 05KW-15Pounds 3 0 - 1 0 KW - 1 8 Pounds 3 0 - 15 K W - 20 Pounds 3 0 - 20 KW - 24 Pounds 6 Element Units 1 0-10 KW - 28 Pounds 1 0-15 KW - 30 Pounds 1 0 - 20 KW - 34 Pounds 1 0 - 25 K W - 38 Pounds 1 0 - 30 KW - 40 Pounds 1 0 - 40 K W - 50 Pounds 3 0-10KW-28Pounds 3 0 - 15 K W - 30 Pounds 3 0 - 20 KW - 34 Pounds 3 0 - 25 KW - 38 Pounds 3 0 - 30 K W - 4 0 Pounds 3 0 - 40 KW - 50 Pounds 9 Element Units 1 0 - 20 K W - 50 Pounds 1 0 - 30 K W - 60 Pounds 1 0 - 40 KW - 75 Pounds 1 0-50KW-100Pounds 3 0 - 20 KW - 50 Pounds 3 0 - 30 KW - 60 Pounds 3 0 - 40 KW - 75 Pounds 3 0 - 50 KW - I 0 0 Pounds 9 Moisture Resistant Element Units 1 0 - 20 K W - 5 5 Pounds 1 0 - 30 KW - 65 Pounds 1 0 - 40 K W - 80 Pounds 1 0 - 50 K W - 110 Pounds 3 0 - 20 KW - 55 Pounds 3 0 - 30 KW - 65 Pounds 3 0 - 40 KW - 80 Pounds 3 0 - 50 KW - 110 Pounds

AND

VENTILATING

2@8

ELEMENTS

EACH Ground Floor

10 ~

Heights t O 20'

25'

1.02 1.18 1.49 1.93 1.33 1.49 1.79 2.23

1.09 1.26 1.59 2.07 1.42 1.59 1.92 2.39

1.15 1.33 1.67 2.17 1.49 1.67 2.01 2.51

1.18 1.37 1.72 2.23 1.54 1.72 2.07 2.58

1.49 1.79 2.08 2.38 2.67 2.97 1.79

2.08 2.38 2.67 2.97 3.27

1.59 1.92 2.23 2.55 2.86 3.18 1.92 2.23 2.55 2.86 3.18 3.50

1.67 2.01 2.34 2.67 3.00 3.34 2.01 2.34 2.67 3.00 3.34 3.67

1.72 2.07 2.41 2.75 3.09 3.44 2.07 2.41 2.75 3.09 3.44 3.78

2.38 2.97 3.56 4.15 2.67 3.27 3.86 4.46

2.55 3.18 3.81 4.44 2.86 3.50 4.13 4.77

2.67 3.34 4.00 4.66 3.00 3.67 4.34 5.01

2.75 3.44 4.12 4.80 3.09 3.78 4.47 5.16

2.67 3.27 3.86 4.46 2.97 3.56 4.15 4.76

2.86 3.50 4.13 4.77 3.18 3.81 4.44 5.09

3.00 3.67 4.34 5.01 3.34 4.00 4.66 5.35

3.09 3.78 4.47 5.16 3.44 4.12 4.80 5.51

Manhours include checking out of job storage, handling, job hauling, distributing, and installing elements as outlined. Manhours exclude installation of heaters and wiring. S e e respective tables for these time frames.

ZL]IG*TRI(2 HBATING

268

d~D

HYDRONIC

VINTILJkTING

HEATER

ELEMENTS

MANHOURS EACH Item Descriptton 12 E l e m e n t Units 1 0 - 18 K W -

65 Pounds 75 Pounds 1 0-24KW85 Pounds 1 0 - 36 KW - 115 Pounds 3 0-18KW65 Pounds 3 0-20KW75 Pounds 3 0-24KW85 Pounds 3 0-36KW-ll5Pounds 18 E l e m e n t Units 1 0 - 20 KW - 100 Pounds 1 0 - 30 K W - 110 P o u n d s 1 0 - 40 K W - 125 Pounds 1 0 - 50 K W - 130 Pounds 3 0 - 20 K W - 100 Pounds 3 0 - 30 KW - 110 Pounds 3 0 - 40 KW - 125 Pounds 3 0 - 50 KW - 130 Pounds 27 E l e m e n t Units 3 0 - 45 KW - 135 Pounds 3 0 - 60 KW - 165 Pounds 3 0 - 75 KW - 200 Pounds 36 E l e m e n t Units 3 0 - 40 K W - 135 Pounds 3 0 - 50 KW - 150 Pounds 3 0 - 60 K W - 170 Pounds 3 0 - 70 K W - 190 Pounds 3 0 - 80 KW - 210 Pounds 3 0 - 90 KW - 230 Pounds 3 0 - 100 K W - 250 Pounds 45 E l e m e n t Units 3 0 - 75 K W - 200 Pounds 3 0 - 100 KW - 225 P o u n d s 3 0 - 125 KW - 270 Pounds 1

0-20KW-

Ground Floor

H e i g h ~ to

,20'

I0'

2.97 3.63 4.66 4.95 3.30 3.45 4.62 5.28

3.18 3.88 4.99 5.30 3.53 3.69 4.94 5.65

3.47 3.76 4.79 5.24 3.96 4.79 5.57 6.60

j 2s' I

3.34 4.08 5.24 5.56 3.71 3.88 5.19 5.93

3.44 4.20 5.39 5.73 3.82 3.99 5.35 6.11

3.71 4.02 5.13 5.61 4.24 5.13 5.96 7.06

3.90 4.22 5.38 5.89 4.45 5.38 6.26 7.42

4.02 4.35 5.54 6.06 4.58 5.54 6.46 7.64

6.60 8.25 9.90

7.06 8.83 10.59

7.42 9.27 11.12

7.64 9.55 11.46

6.60 7.43 8.25 9.08 9.90 11.55 13.20

7.06 7.95 8.83 9.72 10.59 12.36 14.12

7.42 8.35 9.27 10.20 11.12 12.98 14.83

7.64 8.60 9.55 10.51 i 11.46 i 13.37 15.28

9.90 13.20 16.50

10.59 14.12 17.66

11.12 14.83 18.54

i 11.46 15.28 19.09

Ii i

M a n h o u r s include c h e c k i n g out of job storage, handling, job hauling, distributing, a n d installing elements as outlined. M a n h o u r s exclude installation of heaters and wiring. S e e respective tables for these time frames.

]B~TRIO

FORCED

AIR ELECTRIC

H]BA'rlNG AND VJNTILATING

887

HEAT ACCESSORIES

'mlootromat,tJrLo A i r

]L~llters

MANHOURS EACH Duct Size (Inches)

CFM Range

Approximate Weight

Ground

50

4.37 5.83 7.29 8.75

(Pounds)

Floor

.... 10'

Heights tO

4.68

4.91 6.55 8.19 9.83

. . . . . . .

20 x 24 24 x 30 30 x 40

36 x 48

500-1,500 1,500-2,500 2,500-3,5OO

3,500-5,000 .

.

.

.

20'

' "i'

25'

--

,,,

70 120 160 .

.

.

.

Domos~lo

.

6.24

7.80 9.36

5.06 6.75 8.44 10.13

Humidtf~oz'm

MANHOURS EACH Type

GPD Rating

Disc Type

10 15 20 25 30 35 40

Spray Type

10 20 30 40 50 60 70 80 1 O0

Ground Floor

Heights to"

10'

20'

25'

2.92 3.37 4.37 5.10 5.83 6.56 7.00

3112 3.61 4.68 5.46 6.24 7.02 7.49

3.28 3.79 4.91 5.73 6.55 7.37 7.86

3.38 3.90 5.06 5.90 6.75 7.59 8.10

2.92 4.37 5.83 7.00 8.02

3.12 4.68 6.24 7.49 8.58 9.36 10.13 10.91 12.48

3.28 4.91 6.55 7.86 9.01 9.83 10.64 11.46 13.10

3.38 5.06 6.75 8.10 9.28 10.13 10.96 11.80 13.49

8.75 9.47 10.20 11.66

Manhours include checking out of job storage, handling, job hauling, rigging, picking, setting, alignrag, and connecting items as outlined. Manhours exclude installation of circuit conduit, boxes, circuit wiring or connecting to main feeder, and scaffolding. See respective tables for these time frames.

268

]r:DmA'I3NG A N D "v'Jm14'rlLA'JL'XNG

HLI~O

AIR TO AIR HEAT

PUMI~

MANHOURS EACH Heating Range BTU

Type .

Single Package

.

.

Weight Range Pounds

Manhours for Heights to Ground

10'

15'

20'

25'

1"7.3 20.8 25.8 34.7 43.5 52.0 69.3 86.6

18.0' 21.6 26.9 36.0 45.2 54.1 72.1 90.1

1'8.6 22.3 27.7 37.1 46.6 55.7 74.2 92.8

18.9 22.7 28.2 37.9 47.5 56.8 75.7 94.6

14.8 18.6 22.3 27.7 37.1 46.6 55.7 74.2 8,3.6 99.0 114.5 129.9 146.9 164.0

15.1 18.9 22.7 28.2 37.9 47.5 56.8 75.7 85.1 101.0 116.8 132.5 149.8 167.3

.

12,000-18,000 20,000-24,000 24,000-30,000 34,000-40,000 46,000-50,000 60,000-66,000 80,000-90,000 96,000-110,000

12,ooo-is,ooo

Split System

Cooling Range Tons

20,000-24,000 26,000--30,000 36,000.-42,000 45,000-48,000 52,000-60,000 70,000-80,000 90,000-100,000

1 - 1"1/2 180-240 270-320 1"3/4-2 2"1/4 - 2"1/2 340-360 3-3"1/2 370-430 560-640 3"3/4-4 650-700 4"1/2-5 800-900 6-7 1,000-1,200 8 ,

1"1/2 1"3/4-2 2"1/4-2"1/2 3-3"1/2 3"3/4-4 4"1/2-5 6-6

100,000-120,000

120,000-140,000 140,000-160,000 160,000-190,000 i 190,000-210,000

210,000-240,000

1-

8

10 12 14 16 18 20

60-80 90-100 120-140 150-180 200-230 240-270 300-350 380-430 450-500 550-600 650-700 750-800 850-900 950-1,000

16.5" 19.8 24.6 33.0 41.4 49.5 66.0 82.5 13.2 16.5 19.8 24.6 33.0 41.4 49.5 66.0 74.3 88.0 101.8 115.5 130.6 145.8

13.9 17.3 20.8 25.8 34.7 43.5 52.0 69.3 78.0 92.4 106.9 121.3 137.1 153.1

14.4 18.0 21.6 26.9 36.0 45.2 54.1 72.1 81.1 96.1 111.2 126.1 142.6 159.2

Manhours include checking out of job storage, handling, job hauling, rigging, picking, setting, aligning, and connecting items as outlined. Manhours exclude preparation of structural openings and installation of sheet metal work, piping connections, circuit conduit, boxes, circuit wiring, connecting to main feeder, and scaffolding. See respective tables for these time frames.

llelhBOTl~C HEATING

STANDARD

UNIT HEATERS

AND VIINTIL&YINO

WITH

~69

BLOWERS

M A N H O U R S EACH KW Rating

10'

1 2 3 4 5 6 7 8 9 10 12 14 16 18 20 25 30 35 40

2.3 2.7 3.4 4.1 4.8 5.5 6.1 6.8 7.5 8.2 9.5 10.9 12.3 13.6 16.5 19.1 21.6 24.4 27.3

Manh0urs Required for Heights to Is' 20' .

.

2.5 2.9 3.6 4.4 5.1 5.9 6.5 7.3 8.0 8.8 10.2 11.7 13.2 14.6 17.7 20.4 23.1 26.1 29.2

.

.

.

.

.

.

2s'

.

2.6 3.0 3.8 4.6 5.4 6.2 6.9 7.6 8.4 9.2 10.7 12.2 13.8 15.3 18.5 21.5 24.3 27.4 30.7

2.7 3.1 3.9 4.7 5.6 6.4 7.1 7.9 8.7 9.5 11.0 12.6 14.2 15.7 19.1 22.1 25.O 28.2 31.6 .

.

.

.

.

.

.

-

Manhours include checking out of job storage, handling, job hauling, distributing, rigging, picking, setting, aligning, and connecting unit. Manhours exclude installation of circuit conduit, boxes, circuit wiring, and scaffolding. See respective tables for these time frames. For installation of 10 to 20 units at same elevation decrease manhours 10%. For installation of 20 units or more at same elevation decrease manhours 15%.

B70

EI.~OTRIO HN&TING AND VBNTIL&TING

EXPLOSION

PROOF UNIT HEATERS BLOWERS MANHOURS

KW Rating 1

2 3 4

5 6 7 8

9 10 12 14

16 18 20 25 30 35 40

EACH

Manhours Required for Heigh~ to 15' 20'

i0' 2.7 3.4 4.1 4.8 5.5 6.1 6.8 7.5 8.2 9.5 10.9 12.3 13.6 16.5 19.1 21.6 24.4 27.3 30.1 ,

WITH

2.9 3.6

3.0 3.8

4.4

4.6 5.4 6.2 6.9 7.6 8.4 9.2 10.7 12.2 13.8 15.3 18.5 21.5 24.3 27.4 30.7 33.8

5.1 5.9 6.5 7.3 8.0 8.8 10.2 11.7 13.2 14.6 17.7 20.4 23.1 26.1 29.2 32.2

.

.

.

.

.

25'

3.1 3.9 4.7 5.6 6.4 7.1 7.9 8.7 9.5 11.0 12.6 14.2 15.7 19.1 22.1 25.0 28.2 31.6 34.8

Manhours include checlung out of job storage, handling, job hauling, distributing, rigging, picking, setting, aligning, and connecting unit. Manhours exclude installation of circuit conduit, boxes, circmt wiring and scaffolding. See respective tables for these time frames. For installation of 10 to 20 units at same elevation decrease manhours 10%. For installation of 20 units or more at same elevation decrease manhours 15%.

EL12OTRIO H E A T I N G A N D V E N T I L A T I N G

POWERED

ROOF

271

VENTILATORS

MANHOURS EACH HP Rating .

.

.

.

.

1/8 1/8 1/4 1/4 1/2 1/2 3/4 I 1-1/2 2 3

Weight

Range Pounds

50-100 80-150 100-180 150-200 200-300 25O-450 300-500 350-600

400-800

600-1,000 700-1,200

Fan Size Range Inches

CFM Range

For Heights to .

lo'

......

12-18 20-24 12-18 20-24 16-24 30-36 24-36 36-48 36-48 40-60 40-60

i.ooo-2.ooo 2,000--4,000 1,500-3,000 3,000-5,000 3,000-5,000 7,000-8,000 7,000-10,000 9,000-14,000 10,000-18,000 15,000-25,000 20,000-30,000 .

.

.

.

.

.

.

is'

13.6 16.s 19.1 21.8 24.6 27.3 32.8 38.1 43.8 49.1 54.6 .

.

.

.

14.6' 17.7 20.4 23.3 26.3 29.2 35.1 40.8 46.9 52.5 58.4

.

.

.

.

.

.

20'

2s'

15.3 ls.s 21.s 24.5 27.6 30.7 36.9 42.8 49.2 55.2 61.3

15.7 19.1 22.1 25.2 28.5 31.6 38.0 44.1 50.7 56.8 63.2

.

Manhours include checking out of job storage, handling, job hauling, distributing, rigging, picking, setting, aligning, and connecting units. Manhours exclude installation of circuit conduit, boxes, circuit wiring, sheet metal work, preparation of structural openings, and scaffolding. See respective tables for these time frames. For installation of from 10 to 20 units at same elevation decrease manhours 10%. For installation of 20 or more units at same elevation decrease manhours 15%.

272

E L B C T R I O Z-I~&'I'ING A N D V H N T I I . A T I N G

NONHEATING

BLOWERS

MANHOURS EACH Item

HP Range

CFM Range

To 3/4 5/8-1

To 8,000 6,000-12,000

6.8 10.9

Ground Floor .

1-I/41-3/4

.

.

.

For Height s to 15' 20'

25'

7.4 11.9

7.9 12.7

8.3 13.3

8.6 13.7

10' .

.

.

.

Floor Mounted

2-2-1/2 3 5 7-1/2 10 15

10,000-18,000 15,000-25,000 20,000-30,000 25,000-50,000 30,000-60,000 40,000-80,000 50,000-100,000

16.1 24.6 32.8 40.9 48.8 57 4 68.2

17.5 26.8 35.8 44.6 53.2 62.6 74.3

18.8 28.7 38.3 47.7 56.9 66.9 79.5

19.7 30.1 40.2 50.1 59.8 70.3 83.5

20.3 31.0 41.4 51.6 61.6 72.4 86.0

Floor Mounted Twins

2-5 2-7-I/2

35,000-75,000 45,000-90,000

61.4 73.5

66.9 80.1

71.6 85.7

75.2 90.0

77 4 92.7

To3/4 5/8-1

To 8,0OO

10.7

11.7

i2.S

13.1

13.S

6,000-12,000

16.5

18.0

19.2

20.2

20.8

2-2-1/2 3 5 7-1/2 10 15

10,000-18,000 15,000--25,000 20,000-30,000 25,000-50,000 30,000-60,000 40,000-80,000 50,000-100,000

22.2 30.1 4 I. 1 51.7 62.9 73.3 84.7

24.2 32.8 44.8 56.4 68.6 79.9 92.3

25.9 35.1 47.9 60.3 73.4 85.5 98.8

27.2 36.9 50.3 63.3 77.0 89.8 103.7

28.0 38.0 51.8 65.2 79.3 92.5 106.8

2-5 2-7-1/2

35,000-75,000 45,000-90,000

89.0 109.0

93.4 114.5

96.2 117.9

1-1/41-3/4

In-Line Mounted

In'Line Twin Mounted

1

.

.

.

.

76.3 93.5 .

.

.

83.2 101.9 .

.

.

.

.

Manhours include checking out of job storage, handling, job hauling, distributing, rigging, picking, setting, aligning, and connecting unit. Manhours exclude installation of circuit conduit, boxes, circuit wiring, sheet metal work, and preparation of structural openings. See respective tables for these time frames.

le]hllO'/~IC H E A T I N G A N D V R N T U , A T I N G

EXHAUST

878

FANS

MANHOURS EACH Item

i Horsepower Range

Flush Mounted Ceiling Exhaust Fans

To 1/8 1/4-1/2 5/8-3/4 7/8-1-1/4 1-1/2-2

Horizontal Discharge Wall Exhaust Fans

"1"ol/8 1/4-1/2 5/8-3/4 7/8-1-1/4 1-1/2-2

Manhours for Heights to 20'

10'

1 5 '

25'

1.36

1.46

1.53

1.57

2.05 2.73

2.19 2.92 4.85 5.84

2.30 3.07 5.09 6.13

2.37 3.16 5.24 6.32

1.36 1.69

1.46 1.81

1.53

2.05 2.73 4.09

2.19 2.93

1.57 1.96 2.37 3.16 4.73

4.53

5.46

.

.

.

.

.

.

.

4.38

--

,

1.90 2.30 3.07 4.60

+

Manhours include checking out of job storage, handling, job hauling, distributing, setting, aligning, and connecting. Manhours exclude installation of sheet metal work, preparation of structural openings, circuit conduit, boxes, circuit wiring, and scaffolding. See respective tables for these time frames.

274

HLBCTRIC I.IHATING AND VDNTILATING

ELECTRIC

HEATING

CONTROLS

MANHOURS EACH Item Thermostats Low Voltage Single Pole Wall Mounted Low Voltage Double Pole Wall Mounted Low Voltage Two Circmt Wall Mounted Low Voltage Three Circuit Heat Cool Comb. Line Voltage Single Pole Wall Mounted Line Voltage Double Pole Wall Mounted Line Voltage Two Circuit Wall Mounted Line Voltage Three Circuit Heat Cool Comb. Bulb Line Voltage Single Pole Bulb Line Voltage Double Pole Bulb Line Voltage Two Circuit Explosion Proof Low Voltage Single Pole Explosion Proof Low Voltage Double Pole Interval Timer - Up to 4 On-Off Cycles 24-Hour Dial, 15 Amp 24-Hour Dial, 40 Amp 7-Day Dial, 40 Amp Humidistat - 120 Volt Up to 20 Amp 25 to 40 Amp Low Voltage Thermal Relay Up to 25 Amp 25 to 40 Amp Control Sequence - Up to 25 Amp Sequence - 30 to 40 Amp 4 Step - 20 Amp Per Step 6 Step - 20 Amp Per Step 8 Step - 20 Amp Per Step 10 Step - 20 Amp Per Step .

.

.

.

.

Manhours for Installation on ' 2 3 1.36 1.65 2.05 2.73 1.65 1.91 2.44 3.28 2.05 2.31 2.87 2.73 3.41

1.50 1.82 2.26 3.00 1.82 2.10 2.68 3.61 2.26 2.54 3.16 3.00 3.75

1.57 1.91 2.37 3.15 1.91 2.21 2.82 3.79 2.37 2.67 3.31 3.15 3.94

1.54 1.87 2.32 3.09 1.87 2.16 2.76 3.71 2.32 2.61 3.25 3.09 3.86

7 43 11.88 14.85

8.17 13.07 16.34

8.58 13.72 17.15

8.41 13.45 16.81

2.73 4.09

3.00 4.50

3.15 4.72

3.09 4.63

1.36 2.05

1.50 2.26

1.57 2.37

1.54 2.32

5.46 8.18 14.85 22.83 29.70 37.13

6.00 9.00 16.34 25.11 32.67 i 40.84

6.31 9.45 17.15 26.37 34.30 42.89

6.18 9.26 16.81 r 25.84 ] 33.62 t 42.03

i

Code: 1-Steel Columns 3-Poured Concrete Walls 2-Hollow Plaster or Dry Wall 4-Tile or Masonry Walls Manhours include checking out of job storage, handling, job hauling, distributing, mounting, wlrmg connectton, and testing. Manhours exclude installation of line or low voltage Interconnecting wiring. See respective tables for these ttme frames.

Section

9

PANELBOARDS ACCESSORIES

AND

This section includes labor operations, expressed in manhour units, for the installation of branch circuit and distribution and power panelboards, and their accessories as may be required in a process or industrial plant. Various manhour units are included for the installation of cabinets, branch units, switch and fuse type branches, motor controls, starters, circuit and cable connections, and lug connections. Consideration has been given to all labor operations as may be required for the individual items in accordance with the notes appearing with the tables. Other labor operations that may be required to support the total installed time requirements are covered in other sections of this manual.

275

PANELBOAm~

276

AND A00BSSOIaDmS

BRANCH CIRCUIT PANBLBOARDS Standard Type MANHOURS EACH No. of 0-30 Amp Circuit

Flush Mounted 1

2 .

8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42

6.70 8.40 10.10 11.80 13.40 15.10 16.80 18.50 20.20 21.80 23.50 25.20 26.90 27.80 29.50 31.40 32.80 34.40

.

7.20 9.00 10.80 12.60 14.30 16.20 18.00 19.80 21.60 23.30 25.10 27.00 28.80 29.70 31.60 33.60 35.10 36.80

3 .

4 .

8.60 10.80 13.00 15.10 17.20 19.40 21.60 23.80 25.90 28.00 30.10 32.40 34.60 35.60 37.90 40.30 42.10 44.10

. . . . . I 2

.

8.10 10.20 12.20 14.20 16.20 18.20 20.30 22.40 24.30 26.30 28.30 30.50 32.50 33.50 35.60 37.90 39.60 --

.

5.80 7.20 8.60 10.10 11.50 13.00 14.40 15.80 17.30 18.70 20.10 21.60 23.00 23.90 25.30 26.70 28.10 29.50

Surface Mounted 3

4

5

6

7.20 9.00 10.70 12.70 14.30 16.10 17.90 19.70 21.60 23.20 25.00 26.90 28.60 29.70 31.50 33.20 35.00 36.70

6.70 8.40 10.00 11.80 13.30 15.00 16.70 18.40 20.20 21.60 23.30 25.10 26.70 27.70 29.40 31.00 32.70 --

5.30 6.60 7.90 9.30 10.50 11.90 13.20 14.50 15.90 17.10 18.40 19.80 21.10 21.90 23.20 24.50 25.80

6.70 8.40 10.00 11.80 13.30 15.00 16.70 18.40 20.20 21.60 23.30 25.10 26.70 27.70 29.40 31.00 32.70 34.20

.

6.30 7.80 9.30 11.00 12.40 14.00 15.60 17.10 18.80 20.20 21.70 23.40 24.90 25.80 27.40 28.90 30.40 31.90

Code: 1-Plug-in, Standard Width Breaker 2-Bolt-in, Standard Width Breaker - Class A 3-Bolt-in, Standard Width Breaker - Class C, D, or E 4 - S t a n d a r d Width Switch and Fuse Block 5-Plug-in, Column Mounted Breaker 6-Bolt-in, Column Mounted Breaker - Class C, D, or E Manhours include checking out of job storage, handling, hauling, distributing and installing standard panelboards and cabinets having fuses only or fuses and switches in the branches and having mains with lugs only, main fuses, main switches or main switches and fuses or circuit breakers for single phase, 3-wire or 3-phase, 4-wire systems. Time has been allowed for the removal, temporary storage and reinstallation of the board insides, punch necessary knock-outs, locate and installation of box, installation of main pipe terminals, and installation of cover plate. Manhours exclude installation of sub-feeder terminals, sub-feeder pipe entrances and fasteners or supports. See respective tables for these time frames.

P/kNILBOARI~

AND AO~'ISSORIHS

277

BRANCH CIRCUIT PANELBOARDS MISCELLANEOUS INSTALLATIONS AND CONNECTIONS 8t~dard

Brsmoh

Ciroult

~Tpo Individual

.

Plug-In Standard Width Breaker Plug-ln, Column Mounted Breaker Bolt-ln, Standard Width Breaker - Class A Bolt-ln, Std. Width Breaker - Class C, D, or E Bolt-In, Col. Mounted Breaker - Class C, D, or E Standard Width Switch and Fuse Block .

.

.

.

.

.

.

.

Units

MANHOURS EACH 0-30 Amp Branc_h_es' - Main l.~u~rsOnly Surface Mounted Flush Mounted l-Pole 2-Pole 3-Pole l-Pole 2-Pole 3-Pole

Panelboard Type

.

Manhourm

.

.

.

.

0.72 0.66 0.78 0.90

.

0.84 0.84

.

.

.

2.16

1.44 1.32 1.56 1.80

1.98 2.34

1.68 1.68 .

.

.

.

.

0.94 1

1.68

--

2.52

-

2.70

0.90 1.10

1.80 2.20

2.70 3.30

2.52 2.52

-1.00

-2.00

3.00

.

Branch manhours are applicable to calculating time required for complete paneiboards only and include installation of cabinets, covers and branch circuit, and feeder conductor connections. Clroult

Wire

Circuit Amperage

Wire Size

0-15 20 25 30

14

Connootions 2'Wire

to Spazo

Separately 3-Wire

Bnmohom

4-W~e ,

12 10 8 .

. ,

1.44 1.8O

1.20 .

.

.

.

.

.

.

.

Same Time with Other Circuits [ 2-Wire 3-Wire 4-Wire

.

1.20 1.47 1.93 2.41

0.84 1.10

0.60 0.72 0.96

in P18~o

0.30 0.36 0.48 0.60

0.45 0.54 0.72 0.90

0.64 0.72 0.96 1.21

.

Manhours include time required for wire terminal connections, cableing conductors, circuit identification, testing and load balancing, and providing information for circuit directory. Plaoing

Branoh

Units snd

.

.

. . Branch

.

.

. Panelb~ l~lug-ln Breaker Standard Width 1-Pole .... 2-Pole 3-Pole

Size .

0-15 Amp 20 Amp 25 Amp 30 Amp

in Blsmk

Oireuit

.

.

.

1.38 1.50 1.74 1.98

.

Spames in P&nolbo~rds

Conneotions

and Branch Bolt-ln Class/~ Breaker Standard Width 1-Pole 2-Pole 3-P0ie

Bolt-ln Class C, D or E Standard Width Breaker l-i~ole 2-Pole 3:P0ie

.

1.92 2.16 2.54 2.87

2.57 2.83 3.33 3.76

1.54 1.70 1.93 2.14

2.19 2.48 2.84 3.15

2.96 3.27 3.75 4.16

1.78 1.93 2.18 2.37

2.62 2.90 3.27 3.56

3.56 3.86 4.35 4.73

Manhours include time required to remove space cover, obtaining and installing added branch unit and circuit wire connections all in accordance to above note for circuit wire connections to spare branches in place.

P/LNHLBOARI~

278

MAIN

AND AOOINJSOIglBS

BRANCH CIRCUIT

l-Phmm

CIRCUIT PANELBOARDS BREAKER OR SWITCH MANHOURS

8-Wlro--Surfaeo

or Flush

M A N H O U R S

Number of 0-30 Amps Circuits

Main Breaker Size Amps

8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42

50 50 100 100 100 100 100 225 225 225 225 215 225 225 225 225 225 225

Mounted

ADDER

Psnolboaa-ds

E A C H

Types of Circuit Breaker Pa,n.ell~ard

1

2

3

4

5

4.30 4.30 4.30 5.60 5.60

2.30 2.30 3.10 3.10 3.10

4130 4.30 4.30 4.30 4.30

0.80 0.30 0.80 0.30 1.20

0.80 0.30 0.80 0.30 1.20

5.00 14.80 14.80 12.90 12.90 12.90 12.90 12.90 12.90 12.90 12.90 12.90

3.10

4.80 10.40 10.40 11.20 11.20 11.20 12.10 12.10 12.10 12.30 12.30 12.30

1.30 7.50 7.20 6.60 6.20 5.30 3.20 3.60 3.00 1.40 0.70 0.70

1.30 7.50 7.20 6.60 6.20 5.30 3.20 3.60 3.00 1.40 0.70 0.70

s.60

3.~0 -

----

-

-

4.30

0.40

0.40

Main Switch Size Amps 60

6 3.00

m

60 . .

2.60 . . ,

I00

2.10

100

1.60

. .

. . .

200

5.30

200

5.00

. . .

. . .

200

4.80

200

4.50

200

4.60

..

Code: 1-Plug-ln, Standard Width Breaker 2-Plug-ln, Column Mounted Breaker 3-Bolt-ln, Standard Width Breaker - Class A 4-Bolt-In, Standard Width B r e a k e r - Class C 5-Bolt-ln, Standard Width Breaker - Class D or E 6 - S t a n d a r d Width Switch and Fuse Block Manhours include necessary time as may be required for the addition of extra main circuit breakers or switches to the panelboard units. Time has been allowed to compensate for the increased weight of the cabinet, cover, and main unit. Manhours exclude additional feeder connection time which should not be required. These manhours can be added to the units as shown on the standard branch panelboards, table or listed separately.

P&NHLBOARDS

BRANCH MAIN CIRCUIT 8-Pha~e,

Number of 0-30 Amps Circuits

4-Wlre

Main Breaker Size amps

So 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42

50 50 or 1O0 50 or 100 100 100 100 100 100 100 100 100 225 225 225 225 225 225

AND &0~"~fiSORI:HS

279

CIRCUIT P&NELBOARDS BREAKER OR SWITCH ADDER MANHOURS Surfaze

or ]Flush Mounted

Panelboa~eds

MANHOURS EACH Type.of Circuit Breaker Panelboards 1

2 .

.

3 .

4.30 3 . ~ 0 4.30 4.30 6.30 6.30 6.30 7.40 7.40 7.40 5.30 6.30 6.30 14.40 14.40 14.40 14.40 14.40 14.40

3.10 3.40 3.40 3.40 3.40 3.40 3.40 3.40 3.40 3.40 3.40 ---

----

.

4

5

4.60

0.90

4.60 4.60 4.60 4.60 4.60 5.001 5.00 5.00 5.20 5.20 5.20 12.60 12.60 12.60 12.60 12.60 12.60

0.90 0.90 1.30 1.40 1.60

3.40 3.40 3.40 3.40 3.40 4.00 4.20 4.90 5.20 5.70 5.90 6.50 6.70 7.30 7.70 8.20 8.6O 9.20

.

.

.70

2.10 2.20 2.50 2.60 3.00 5.20 4.00 3.30

1190 1 1.

11Oo

6 J

3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90 3.90

Switch and Fuse Main Switch Size Amps

60

3.00

60

2.60

60

2.10

100

1.60

100

5.30

100

5.00

200

4.80

200

4.50

200

4.60

m

m

m

..,,.

m ,

.m.

__

Code: 1-Plug-ln Standard Width Breaker 2-Plug-ln Column Mounted Breaker 3-Bolt-ln Standard Width Breaker - Class A 4-Bolt-In Standard Width Breaker - Class C 5-Bolt-In Standard Width Breaker - Class D or E 6-Bolt-In Column Mounted Breaker - Class D or E 7 - S t a n d a r d Width Switch and Fuse Block Manhours include necessary time as may be required for the additional of extra main circuit breakers or switches to the panelboard units. Time has been allowed to compensate for the increased weight of the cabinet, cover, and main unit. Manhours exclude additional feeder connection time which should not be required. These units can be added to the units as shown on the standard branch panelboards, table or listed separately.

AND A~fJgOH,

P,s

280

l~m

BRANCH CIRCUIT PANELBOARDS SUB-FEEDER CIRCUIT BREAKER OR SWITCH ADDER ~ O U R S X-Phase,

Sub-Feeder Breaker Size Amps

8-Wire

Surface

or Flush

Mounted

Panelboards

MANHOURS EACH Type of Circuit..Breaker panelboards 1

2

3

4

4.20

6.00

2.70

5.40

7.20

7.20

Switch and Fuse Sub-Feeder Switch Size amps

.

. .

25-50-Amp #8-#6 Wire 6.00 50-70 Amp #6-#2 Wire 90-100 7.50 Amp #1-#1/0 Wire 9.30 150-175 Amp #1/0-#4/0 Wire 18.90 200-225 Amp 250-300 MCM Wire 21.30 .

8-Pheme,

25'5o ~ p

f18-,h5 Wire 5 0 - 7 0 Amp #6-fl2 Wire 9 0 - 1 0 0 Amp #1-#1/0 Wire 150-175 Amp #2/0-#4/0 Wire 200-225 Amp 250-300 MCM Wire Codel .

.

-

2.70

5.10

3.90

3.90

5.40

9.00

5.40

5.40

7.20

17.10

13.20

13.20

20.70

15.60

15.60

40--60 Amp #8-#6 5 5 - 1 0 0 Amp #4-#2 10.-125 Amp #I-#I/0 1 2 5 - I 75 Amp #I I0-#410 200-240 Amp 250-300 MCM

4.80

4.80 9.00 10.80 15.60

.

4-Wire

Surface

or Flush

Mounted

Pmaolboardm

6.60

5.40

6.90

3.30

5.70

6.30

9.60

6.60

8.40

4.80

6.90

6.60

12.00

9.00

10.80

8.70

12.00

9.60

22.20

20.40

15.60

15.60

-

25.80

24.00

16.80

20.70

. . . . . . . . 1-Plug-ln, Standard Width Breaker 2-Plug-ln, Column Mounted Breaker 3-Bolt-ln, Standard Width B r e a k e r - Class A 4-Bolt-ln, Standard Width Breaker - Class C 5-Bolt-ln, Standard Width B r e a k e r - Class D or E 6-Bolt-In, Column Mounted Breaker - Class D or E 7-Standard Width Switch and Fuse Block

4o-/o ~ p

#8-#45 6 5 - 1 0 0 Amp #4-#2 100-125 Amp #1-#1/0 125-175 Amp #1/0-#4/0 200-240 Amp 250-300 MCM

.

.

5.40 5.40 10.50 12.60 18.60

.

Manhours include necessary time for the addition of sub-feeder circuit breaker or switch, increased feeder and sub-feeder connections and handling of additional weight of cabinet and cover. These units can be added to the units as shown on the standard branch panelboards, table or listed separately.

PAN2LBOARDS

DISTRIBUTION

AND POWER Cabinet

AND &0~SSORI2S

281

PANELBOARDS

Installation

MANHOURS EACH Weight Range (Pounds)

Wall Construction In Place

Wall Construction Not In Place

25-50 51-74 76-100 101-125 126-150 151-175 176-200 201-250 251-300 301-350 351-400 401-450

4.40 6.60 8.80 11.00 13.20 15.40 17.60 21.60 23.80 29.70 34.00

5.00 7.40 9.90 12.40 15.10 17.90 20.30 25.40 28.00 35.50 40.8O 46.10

39.00

Manhours include checking out of job storage, handling, job hauling, distributing, locating and setting of the back box, panel interior, and cover. Manhours exclude installation of back box fastenings, special supports, and conductor connections. See respective tables for these time frames.

883

PANmLSOAI:UJ

AND AOD'B~RIII8

DISTRIBUTION .4,ND P O W E R P . 4 d ~ ' ~ L B O A R D S CIRCUIT BR~--.4J~JR TYPE Plnolbo~rd

Brsmohem

MANHOURS EACH Trip Amperage Range

Maximum Lug Capacity

15-50 70-100 70-125 125-225 150-225 150-225 250 400 125-225 250400 250-400 400 600 600 800 800

#4 #I #I/0 #I/0 #300 M C M #4/0 #4/0 #4/0 #250 M C M 2-#250 M C M 1-#600 M C M 2-#500 M C M 2-#500 M C M I-#600 M C M 3-#5O0 M C M 2-#600 M C M 3-#6OO M C M

Number of Pole Branch and Conductor Connections 2-Poie 1-Pole 2-Pole" 3-Pole 3-Pole 3-Wire 4-Wire 3-Wire 2-Wire 2-Wire .,

1,000

0.80 1.64

0.93 1.85 3.00 3.00 3.30 3.30 3.30

1.11 2.21 3.39 3.30 3.90 3.90 4.20

3.90 4.50 4.50 6.60 7.20 7.20 9.00 9.00 9.60

4.80 5.40

5.40 8.70 9.00 9.00 9.60 9.6~) 13.20

1.39 2.49 3.58 3.45 4.17 3.90 4.20 4.60 5.10 5.70 5.70 9.00 9.30 9.30 10.20 10.20 13.80

1.66 3.05 4.22 3.85 4.81 4.60 4.68 5.50 5.75 6.33 6.33 10.64 10.93 10.93 12.00 12.00 16.68

Manhours include checking out of job storage, handling, job hauling, distributing and installing the individual component items comprising the interior of a distribution panelboard and giving consideration to a prorated amount of bus and mounting paw assembly weight, and the conductor connections. Manhours exclude installation of the cabinet or back box and cover. See respective table for this time frame.

P~BO/kRI~

AND AOCHSE;OR~

DISTRIBUTION AND POWER CIRCUIT BREAKER Other Terminating

Psmelbo~rd

Conduotors

288

PANELBO~DS TYPE

Seotions

in Main

Lugs

of Psnelbosrds

MANHOURS EACH Main Amperage Rating

.

200 400 600 800 12oo

Neutral Block Section

MainLugs _0nly Poles and Connections' 3-Pole, 4-Wire 3-Pole, 3-Wire 2-Pole, 3.wire .

.

.

.

3.55 5.20 8.80 9.90 14.85

3.00 4.10 6.85 7.70 11.55

2.75 3.85 6.60 7.40 11.00

.

.,

.

.

.

.

1.35 1.90 1.45 3.00 4.40 .

.

.

.

.

.

.

Manhour units for use of terminating conductors in main lugs of panelboard.

Cirouit Breaker

M~in Addition

to Pmelbosrd

Brmohes

tnd

Sub-Bnmohes

MANHOURS EACH

.

.

.

.

.

Amperage Rating

2-Pole, 3-Wire

Poles and Connections 3-Pole, 3-Wire

3:Pole, 4-Wire

225 400 600 800

4.45 5.90 9.10 9.60

4.70 6.15 9.35 10.15

5.50 7.35 11.25 12.35

.

.

.

.

.

.

.

.

.

.

.

Manhour units for use when a main circuit breaker is to be included in a panelboard.

Q04

PANHI,BOARDB AND A~INBORIllfl

DISTRIBUTION AND POWER CIRCUIT BREAKER Clrouit

Wire

Conneotionm

to Spaze

PANELBOARDS TYPE Branohes

in Plaoo

MANHOURS EACH Trip Amperage Range 15-50 70-1O0 70-125 125-225 150-225 150-225 250 400 125-225 250-400 250-400 125 4OO 400 600 60O 800 800 1,000

Maximum Lug Capacity #4 #I #I/0 #I/0 #300 M C M #4/0 #4/0 #4/0 #250 M C M 2-#250 M C M 1-#600 M C M #110 2-#5OO M C M I-#600 M C M 2-#500 M C M 1-#600 M C M 3-#50O M C M 2-#6O0 M C M 3-#45OO M C M

Number Of P01e Branches and Conductor Connections 1-Pole 2-Pole 3-Pole 2-Pole 3-Pole 2-Wire 2-Wire 3-Wire 3-Wire 4-Wire 0.60 1.30

0.60 1.30 1.40 1.40 2.20 1.70 1.70

0.90 2.00 2.20 2.20 3.20 2.50 2.50

1.90 2.40 2.40 1.40 3.60 3.60 3.60 3.60 4.80 4.80 7.20

2.90 3.60 3.60 3.20 5.40 5.4O 5.4O 5.4O 7.20 7.20 10.80

0.90 2.00 2.20 2.20 3.20 2.50 2.50 2.50 2.90 3.60 3.60 3.20 5.40 5.4O 5.4O 5.40 7.20 7.20 10.80

1.20 2.60 2.90 2.90 4.30 3.40 3.40 3.40 3.80 4.80 4.80 4.30 7.20 7.20 7.20 7.20 9.60 9.60 14.40

Manhours include cabling conductors, make up of wire terminal connections, circuit identificatton, testing and load balancing, and furnishing information for circuit directory. Manhours exclude installation of cabinet or back box and covers and panelboard internals. See respective tables for these time frames.

PANELBO,tRDB AND A~gSORIBR

DISTRIBUTION AND POWER CIRCUIT BREAKER Replace Branch

Blank Units

Spaces

285

PANELBOARDS TYPE with

in Panelboard

MANHOURS EACH

,.

Trip Amperage Range

Maximum Lug Capacity

15-50 70-100 125-225 70-225 150-225 150-225 125-225 250-400 250-400 125 250 250 400 40O 6O0 6O0 8OO 8OO 1,000

#4 #1 #1/0 #1/0 #300 MCM #4/0 #250 MCM 2-#250 MCM 1-#600 MCM #1/0 2-#250 MCM 1-#600 MCM 2-#500 MCM 1-#600 MCM 2-#500 MCM 1-#600 MCM 3-#500 MCM 2-#600 MCM 3-#600 MCM

" Number of Pole Branches and Conductor Connections 1-Pole 2-Pole 2-Pole 3-Pole 3-Pole 2-Wire 3-Wire 2-Wire 4-Wire 3-Wire 1.20 2.60 3.10 3.30 4.90 3.60 4.40 5.40 5.40 4.50 6.00 6.00 8.4O 8.4O 8.40 8.4O 10.80 10.80 15.60

1.20 2.60 .

m

.

.

.

.

1'.80

4.00 4.30 4.50 7.10 5.00 6.40 7.80 7.80 5.70 8.40 8.40

12.00 12.00 12.00 12.00

15.60 15.60 22.80

1,8o

4.00 4.30 4.5O 7.10 5.00 6.40 7.80 7.80 5.70 8.40 8.40 12.00 12.00 12.00 12.00 15.60 15.60 22.80

2.40 5.30 5.70 5.90 9.20 6.70 8.30 10.20 10.20 7.20 10.80 10.80 15.50 15.60 15.60 15.60 20.40 20.40 30.00

. . . .

Manhours include checking out of job storage, handling, job hauling, distributing, installing, cabling conductors, make up of wire terminal connections, circuit identification, testing, load balancing, and furnishing information for circuit directory for replacing blank spaces with branch units in panelboards. Manhours exclude installation of cabinet or back box and covers and other panelboard internals. See respective tables for these time frames.

a86

PJI,N B L , ] B O ~

A N D Jk(2GmfJSORIIBfJ

DISTRIBUTION 8witoh

.ILND P O V ~ B R P . 4 d ~ - L B O A R D S

end ~

~

Pe, nolbo0Lz'd B z ' ~ t o h o s

MANHOURS EACH Amperage

30-Comp 30. 30-Std. 60 60 100 100 100 100 200 400 600

Type of Unit Mounting

Voltage

250 250 250 250 250 250 600 250 600 250-600 250-600 250-600 8witeh

sad

Double Double Single Double Single Double Double Single Single Single Single Single Puss

Space for Future Branch

Switch and Fuse Branches 2-Pole 2-Wire

2-Pole 3-Wire

3-Pole 3-Wire

3-Pole 4-Wire

2-Pole

0.85 0.95 1.20 1.70 2.00 2.00 2.20 2.20 2.45 3.30 6.30 7.85

1.20 1.50 1.80 2.00 2.30 2.70 2.75 2.75 3.00 3.85 8.15 8.65

1.50 1.80 2.10 2.30 2.60 2.85 3.00 3.00 3.30 4.10 8.65 10.25

1.80 2.10 2.70 2.85 3.15 3.45 3.60 3.85 4.10 4.95 10.50 12.05

0.30 0.40 0.40 0.40 0.40 0.40 0.70 0.40 0.70 0.90 1.30 1.55

Type Other

Psaelbesrd

3-Pole 0.30 0.40 0.40 O.4O O.40 0.70 0.70 0.70 0.70 0.90 1.30 1.55

8eetions

MANHOURS EACH Amperage

Main Switch Section 3.1~ole 2-Pole ~ ' 3-Pole" 3-Wire 3-Wire 4-Wire

Neutral Block Section

Main Lug Section 2-Pole 3-Pole 3-Pole ~ 3-Wire 3-Wire 4-Wire ....

..

9

100 200 400 600 800 1,200

3.90 4.80 9.50 10.05 10.45 13.75

4.20 5.10 10.05 11.75 12.10 14.30

. . . .

5.10 5.70 12.05 13.80 13.90 17.60 ,,

m

m

1.5O 2.00 2.60 3.00 4.40 ....

o

3.00 4.00 6.90 7.45 11.00 .

.

.

.

.

.

3.30 4.30 7.20 7.70 11.55

m

3.90 5.45 9.20 9.90 14.85

Panelboard branch manhours include checking out of job storage, handling, job hauling, distributing and installing the individual component items comprising the interior of a switch and fuse type distribution panelboard and giving consideration to a prorated amount of bus and mounting pan assembly weight and the conductor connections. Other panelboard section manhours include time requirements for making connections for items as outlined. Manhours exclude installation of the cabinet or back box and cover. See respective table for this time frame.

PANHLBOARD8

AND A~gSORIZfl

287

DISTRIBUTION AND POWER PANELBOAI:tDS SWITCH AND FUSE TYPE Clroult Wlre

Conneotlonm

to Spare

Br~nohes

in Plaoe

MANHOURS EACH Amperage

Voltage

30-Compact 30-Standard 30 60 60 100 100 100 100 200 4OO 6O0

250 250 250 250 250 250 600 250 600 250-600 250-600 250-600

Type of Unit Mounting

Maximum Lug Capacity

Double Double Single Double Single Double Double Single Single Single Single Single

#8 #8 #8 ~4 ~4 #1 #1 #I #I #250 MCM 2-#500 MCM 2-#500 MCM

.,~

"Switch and Fuse Branch " 2-Pole 2-Pole 3-Pole 3-Pole 2-Wire 3-Wire 4-Wire 4-Wire

..

olso

0170

o.so

0.70

o.so

1.15 1.15 1.50

1.50 1.50 1.50 1.55 3.80 3.80 .

.

.

0.TS

0.70

o.Ts

.oo

1.70 1.70 2.25 2.25 2.25 2.25 2.30 5.70 5.70

1.75 1.75 2.35 2.35 2.35 2.35 2.45 5.85 5.85

2.30 2.30 3.00 3.00 3.00 3.00 3.10 7.60 7.60

o.Ts

i

.00

.oo

.

Circuit wire connection manhours include cabling conductors, wire terminal connections, testing load balancing, pro rata allowance for circuit identification, and providing information for circuit directory. Manhours exclude installation of the components and cabinet or back box and covers. See respective tables for these time frames.

288

PANZLBOARD8 AND &0(~fiSORI]B8

DISTRIBUTION AND POWER PANELBOARDS SWITCH AND FUSE TYPE Ropls~lng

BlaSt

Bp&oos with

mad Connooting

Cirouit

Branoh

Units

Conduotors

MANHOURS EACH Amperage

.

30-Compact 30-Standard 30 60 60 100 100 100 100 200 400 600

Type of Unit Mounting

Voltage .

.

250 250 250 250 250 250

600 250 600 250-600 250-600 250-600

.

.

.

Maximum Lug Capacity

.

Double Double Single Double Single Double Double Single Single Single Single Single

#8 #8 #8 #4 #4

#1 #I #I

#1 #250 MCM 2-#500 MCM 2-#500 MCM

switch and Fuse Branches 2-Pole 2-Pole 3-Pole 3-Pole 2-Wire 3-Wire 3-Wire 4-Wire 1.00

1.55

1.60

1.00 3.00

1.55 4.50

1.60 4.60

1.00

1.55

1.60

1.90

1.90

1.90 6.00

3.00

4.50

4.60

6.00

3.90 4.65

5.85 6.60

5.95 6.75

7.80 8.55

3.90 4.65 5.70

5.85 6.60 7.80

5.95 6.75 8.00

7.80 8.55 9.90

9.00 9.60

13.00 13.55

13.20 13.75

16.95 17.50

Manhours include checking out of job storage, handling, job hauling, distributing, installing, cabling conductors, make up of wire terminal connections, circuit identification, testing, load balancing and furnishing information for circuit directory for replacing blank spaces with switch and fuse type umts in panelboards. Manhours exclude installation of cabinet or back box and covers. See respective table for this time frame.

P A N B I , B O A R D S A N D ACND/IgSORIDH

DISTRIBUTION

AND POWER

B89

PANELBOARDS

Motor Control Units for Cirouit Breaker, Swltoh, and Fuse Panelbo&rds

MalL,'zzLetie

Starter Seotions

MANHOURS EACH Amperage Rating .

N.E.M.A. Rating

.

.

.

20 30 50 100

Wire Size

.

.

.

Circuit Breaker

.

0 1 2 3

Switch and Fuse

.

1

#12 #10 # 6 # 2

.

.

.

3.00 3.30 4.20 5.75

.

3.00 3.30 4.20 5.75

Manhours are for the installation of the starter unit, push button station and pilot light for a complete magnetic starter unit to a distribution panel board.

Cirouit Wire Cozm~onm

to S p a r e S t a r t e r s i n P l s m e

MANHOURS EACH Amperage Rating

N.E.M.A. Rating

Wire Size

20 30 50 100

0 1 2 3

#12 #10 # 6 # 2

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

Circuit Breaker Switch and l~'use 0.90 1.10 1.45 2.30

. . .

.

.

.

.

0.90 1.10 1.45 2.30

.

.

.

.

.

.

Manhours include circuit conductor connections, cabling conductors, wire terminal connections, circuit identification and testing for spare starters which are in place. Plsoing

Complete

Sts~tor

Units

in Blank

Spaoes

MANHOURS EACH Amperage Rating .

.

20 30 50 1O0

.

N.E.M.A. Rating .

.

.

0 1 2 3

Wire Size .

.

Circuit Breaker b

#12 #10 # 6 # 2

.

.

4.80 5.40 7.20 10.35

.

Switch and Fuse .

4.80 5.40 7.20 10.35

Manhours are for complete installation of starter units m blank spaces and include time requirements for installation of push button station, pilot light, circuit conductor connections, cabling conductors, wire internal connections, testing, and circuit identification.

290

PANRLBOARINi AND A(X~fJBOR/H8

DISTRIBUTION

AND POWI~R

Cable and Leg

PANI~-LBOARDS

Conneotox'l

MANHOURS EACH .

'

.

.

.

.

.

Wire Size

Cable Connector

Lug Connector

#12 #10 #8 #6 #4 #2 #1 #1/0 #2/0 #3/0 #4/0 #250 MCM #350 MCM #500 MCM

0.35 0.50 0.60 0.70 0.85 0.95 1.40 1.50 1.70 1.80 2.10 2.40 2.75 3.35 3.95 4.95 5.75

0.25 0.25 0.25 0.35 0.35 0.35 0.70 0.90 1.10 1.30

msoo M C M #750 M C M #IOO0 M C M

1.50 1.85 2.20 2.65 3.10 3.85 4.40

Manhours units for cable connectors should be applied to the panelboard time frames when additional cable taps are anticipated in the panel gutters. The lug manhour units are for application when larger lugs are to be installed in existing panelboards. Manhours exclude installation of cabinet or back box and covers and panelboard components. See respective tables for these time frames.

Section

10 SWITCHBOARDS AND ACCESSORIES This section includes manhour requirements for the installation of components as may be required for the assembly of low voltage distribution switchboards. Labor units, in manhours, are included for installation operations of switchboard sections, meters and various wire, cable, busway stub, main lug, and neutral block connections. Certain requirements for the installation of support items that may be necessary for the complete labor time requirements may be found in other sections of this manual.

291

292

BWITCHBO~

HANDLING

AND &~BSORIBB

LOW VOLTAGE 8~rlTCHBOAI:tD SECTIONS MANHOURS EACH

Switchboard Sections Weight Range (Pounds) 0-200 201-300 301-400 401-500 501-600 601-700 701-800 801-900 901-1,000 1,001-1,100 1,101-1,200 1,201 -1,300 1.301 -1,400 1,401 -1,500 1,501 -1,600 1,601-1,700 1,701 -1,800 1,801 -I ,900 1,901 -2,000

Installation Conditions Normal

Difficult

5.40 6.30 7.20 8.10 9.80 10.80 11.80 12.70 13.70 15.70 16.8O 17.90 18.90 20.50 21.60 22.70 23.80

8.10 9.50 10.80 12.20 17.20 18.90 20.70 22.20 24.00 29.00 31.00 33.10 35.OO 38.90 41.00

25.30 26.40

43.10 45.20 49.40

50.10

Normal installation conditions are considered to be those without obstructions or adverse situations. Difficult installation conditions are those where obstructions may exist and involve extra rigging, handling, and manual movement. Manhour units are for the installation of a totally deenergized switchboard. If work is to be performed on an energized panelboard these manhours should be substantially increased. Manhours include checkmg out of job storage, handling, job hauling, layout, riggtng, picking, setting, leveling, aligning, bolting enclosures together, and bolting busbars together. Manhours exclude installation of supports or fasteners, pull boxes, special knockouts, raceway, or conductor terminations, welding, and painting. See respective tables for these time frames.

B~tT~EtBOARI~

MOLDED

CASE CIRCUIT

Switohboard

Brsmoh

Conduotor

AND ACCHfmORIHB

298

BREAKERS Conneoton

M A N H O U R S EACH II

Trip Amperage Range

Maximum Lug Capacity

15-50 70-100 70-125 125-225 125-225 150-225 150-225 250-400 250-400 125 250 250 250 4OO 400 4OO 6OO 6O0 8OO 8OO 1,000

#4 #I #I/0 #I/0 #250 MCM #4/0 #300 MCM 2-#250 MCM I - # 6 0 0 MCM #1/0 #4/0 2-#500 MCM 1 -~600 MCM ~4/0 2-#500 MCM 1-#600 MCM 2-#50O MCM 1-#600 MCM 3-#500 MCM 2-~600 MCM 3-#6O0 MCM

.

.

.

.

.

I

Number of Pole Branches and Conductor Connections 1 -Pole 2-Pole 2-Pole 3-Pole 9 3-Pole 2-Wire 2-Wire 3-Wire 3-Wire 4-Wire 0.60 1.20

.

i

0.70 1.30 1.30 2.45 2.45 2.45 2.45 2.70 2.70 2.45 2.45 2.45 2.45

0.80 1.70 1.70 2.70 2.70 2.70 2.70 3.30 3.30 2.70 3.20 3.20 3.20

2.70 2.70 3.70 3.70 5.20 5.20 6.85

3.30 3.30 4.30 4.30 5.75 5.75 7.40

1.20 2.40 2.40 3.60 3.60 3.60 3.60 4.50 4.50 3.60 3.90 3.90 3.90 4.00 4.00 4.OO 5.60 5.60 7.50 7.50 8.70

1.00 1.90 1.90 2.90 2.90 2.90 2.90 3.60 3.60 2.90 3.40 3.40 3.40 3.60 3.60 3.60 4.60 4.60 6.10 6.10 7.70 .

.

.

.

.

.

Manhours include make up of wire terminal connections, circuit identification, lacing, terminations, load balancing, testing, and furnishing information for circuit directory. Manhours exclude installation of switchboard sections. See respective tables for these time frames.

294

8 ~ A R I ~

AND A~H~RIHB

MOLDED Cirouit

Wire

CASE CIRCUIT BI:tEA.KERS Connootions

to Spaa~

Brmaohom

in Plaoo

MAN HOURS EACH Trip Amperage Range

Maximum

15-50 70-100 70-125 125-225 125-225 150-225 150-225 250-400 250-400 125 250 250 25O 400 4OO 4OO

#4 #1 #1/0 #1/0 #250 MCM #4/0 #300 MCM 2-#250 MCM 1-#600 MCM

600 600 800 800

1,000

Lug Capacity

#I/0 #4/0 2-#5OO M C M I-#600 M C M #4/0 2-#5O0 M C M I-#600 M C M

Number ofPole Branchesand ConductorConnections

" 1-Pole

2-Wire 0.55 1.10

2-Pole 2-Wire

2-Pole 3-Wire

3-Pole 3-Wire

3-Pole 4-Wire

0.60 1.20 1.20 2.20 2.20 2.20 2.20 2.45 2.45 2.20 2.20 2.20 2.20

0.80 1.50 1.50 2.40 2.40 2.40 2.40 3.05 3.05 2.40 2.90 2.90 2.90

1.10 2.15 2.15 3.25 3.25 3.25 3.25 4.00 4.00 3.25

3.00 3.00

0.90 1.75 1.75 2.65 2.65 2.65 2.65 3.25 3.25 2.65 3.10 3.10 3.10 3.25 3.25 3.25

4.00 4.00 5.50 5.50

4.25 4.25 5.70 5.70

3.50 3.50 3.50 4.00 4.00 4.00 5.30 5.30 6.70 6.70

7.15

7.35

8.35

1

MCM MCM MCM MCM

-

2.45 2.45 3.50 3.50 5.00 5.00

3-#600 MCM

-

6.65

2-#500 1-#600 3-#500 2-#600

Manhours include cabling conductors, make up of wire terminal connections, circuit identification, testing, load balancing, and furnishing information for circuit directory. Manhours exclude installation of switchboard sections. See respective tables for these time frames.

B ~ O A ] R ] I ~

MOLDED Roplsming

A N D AOOIR~IO1gIBB

BgB

CASE CIRCUIT BREAKERS

Blank

8psmos with

and Connooting

Brmaoh

Units

in Plsmo

Conductors

MANHOURS E A C H _

L

Trip Amperage Range

Maximum Lug Capacity

15-50 70-100 70-125 125-225 125-225 150-225 150-225 250-400 250400 125 250 250 250 4OO 4OO 4OO 600 60O 800 80O 1,000

#4 #1 #1/0 #1/0 #250 MCM

#4/0

#300 MCM 2-#250 MCM 1-#4500 MCM #1/0 #4/0 2-#500 M C M 1-#600 M C M #4/O 2-#500 MCM 1-#600 MCM 2-#500 MCM I-#600 MCM 3-#500 MCM 2-#600 MCM 3-#600 MCM

Number of Pole Branchesand Conductor connections 3-Pole - 2-P01e 3-Pole 2-Pole i -Pole 2-Wire 4-Wire 3-Wire 3-Wire 2-Wire i 0.85 1.70 1.10 1.40 0.80 1.75 3.20 2.30 1.60 2.60 1.75 2.60 2.30 3.20 4.20 3.00 3.60 3.30 3.00 4.20 3.60 3.30 4.20 3.30 3.00 3.60 4.20 3.30 3.00 3.60 6.00 4.30 4.80 3.50 4.30 6.00 4.80 3.50 3.20 2.60 2.30 1.70 5.10 4.50 4.20 3.30 5.10 4.50 4.20 3.30 5.10 4.5O 4.20 3.30 6.00 4.80 6.00 4.80 4.30 3.50 6.O0 4.80 4.30 3.50 6.90 5.75 5.30 4.55 6.90 5.75 5.30 4.55 8.25 7.15 6.70 6.00 8.25 7.15 6.70 6.00 9.90 8.35 8.80 7.65 , ,

Manhours include checking out of job storage, handling, job hauling, distributing, installing branch units in blank spaces, cabling conductors, make up wire terminal connectmns, circuit identification, testing, load balancing and furnishing information for directory for replacing blank spaces with branch units in switchboards.

296

BWITOHBOARD8

AND AC~H~RI~8

MAIN CIRCUIT BREAKER CONDUCTOR AND SWITCHBOARD BUSWAY STUB CONNECTIONS FOR AIR CIRCUIT BREAKERS, POWER PROTECTORS, AND PRESSURE SV~rITCHES MANHOURS EACH Item Description

Main Amperage Ratmg

Air Circmt Breakers or Power Protectors

60O 800 1,000 15-225 35-600 200-1,600 2,000-3,000 4,000 800-1,600 2,000-2,500 3,000-4,000

...... 2-Pole 3-Wire A B 7.15 8.00 10.45 5.50 6.85

Poles and Connections 3.P01e 3-Pole 3-Wire 4-Wire A B A B

6.30 6.60 8.00 4.40 6.85

7.70 8.50 10.75 6.00 8.80 20.90 35.20 44.00 20.9O 35.20 44.00

6.30 6.85 8.25 4.40 7.15 13.20 22.00 28.60 11.00

22.00 28.60

8.25 9.35 12.10 7.15 10.70 25.30 44.00 57.20 25.30 44.00

6.60 7.40 8.80 4.95 7 70 15.40 24.20 33.00 13.20 24.20

57.20

33.00

30.80 44.00 57.00

19.80 24.20 33.00

, ,

Pressure Switches

2,000 3,000 4,000

26.40 35.20 44.00

17.60 22.00 28.60

.

Code: A-Cable Conductor Connections B-Busway Stub Connection Cable conductor manhours include time required for connecting cable conductors to the line side of the main protective device. Busway stub connection manhours include time required to connect the switchboard stub to the line side of a main protective device, instead of cable conductors. All manhours include time allowance for circuit identification, cabling, terminal connections, testing, load balancing, and furnishing information for directory. Manhours exclude installation and positioning of switchboard. See respective table for this time frame.

8v4rroHBOARD6

SWITCH

AND FUSE

TYPE

AND AG~'~fJSORImS

297

BRANCHES

MANHOURS EACH 1 Amperage

Voltage

30Comp. 30-Std. 30 60 60 100 100 100 100 200 400 600

250 250 250 250 250 60O 750 6OO 250-600 250-600 250-600

Type of Unit Mounting Double Double Single Double Single Double Double Single Single Single Single Single

Switch and Fuse Branches 2-Poie 2-Wire

2-Pole 3-Wire

3-Pole 3-Wire

3-Pole 4-Wire

0.85 0.95

1.20 1.50

1.50 1.80

1.80 2.10

1.20

1.80

2. I 0

2.70

1.70 2.00 2.00 2.20 2.20 2.45 3.30 6.30 7.85

2.00 2.30 2.70 2.75 2.75 3.00 3.85 8.15 8.65

2.30 2.60 2.85 3.00 3.00 3.30 4.10 8.65 10.25

2.85 3.15 3.45 3.60 3.85 4.10 4.9S 10.50 12.05

Space for Future Branch 2-Pole 3-Pole 0.30 0.40 0.40 0.40 0.40 0.4O 0.70 0.4O O.70 0.90

0.30 0.40 0.40 0.40 0.40 O.70 0.70 O.70 O.7O 0.90

1.30 1.55

1.30 1.55

Manhours include checking out of job storage, handling, job hauling, distributing, and installing the individual switch and fuse section, and making connections. Manhours exclude installation of other switchboard sections. See respective tables for these time frames.

298

8WTr0HBOARD8

~WITCH

A N D AC~BSOORDmB

AND FU~E

Oiroult Wlre Oonnoe~ons

TYPE BRANCHES to Spoze Branoho8 in Plazo

MANHOURS EACH Amperage

Voltage

Type of Unit Mounting

Maximum Lug Capacity

30-Compact 30-Standard 30 60 60 100 100 100

250 250 250 250 250 250 600 250 600 250-600 250-600 250-600

Double Double Single Double Single Double Double Single Single Single Single Single

#8 #8 #8 #4 #4 #1 #I #I #I #250 MCM 2-#500 MCM 2-#500 MCM

100

200 400 600

.

.

.

.

.

.

.

.

.

Switch and .Fuse Branch 2-Pole 2-Pole 3-Pole 3-Pole 2-Wire 3-Wire 3-Wire 4-Wire

.

.

0.50 0.50 0.50 1.15 1.15 1.50 1.50 1.50 1.50 1.55 3.80 3.80

0.70 0.70 0.70 1.70 1.70 2.25 2.25 2.25 2.25 2.30 5.70 5.70

0.75 0.75 0.75 1.75 1.75 2.35 2.35 2.35 2.35 2.45 5.85 5.85

1i00 1.00 1.00 2.30 2.30 3.00 3.00 3.00 3.00 3.10 7.60 7.60

Circuit wire connection manhours include cabling conductors, wire terminal connections, testing, load balancing, prorata allowance for circuit identification, and providing information for circuit directory. Manhours exclude installation of switchboard components. See respective table for this time frame.

B ~ t ' Y O H B O J L R D S A N D AOOllSBOI:LEll8

MISOE~EOUS SWITCHBOARD CONDUCTOR TERMINATIONS AND CONNECTIONS

:B99

SECTIONS TEBMINAL

MANHOURS E A C H Item Description

Amperage Rating 8O0

Miscellaneous Sections

8.00 -

15-225 35-6O0 200-1,600 2,000-3,0O0

5.50

-

8.25

-

4,000

2,000-2,500 3,000-4,000

2,000 3,000 4,000

Poles and Connecti0t~s ...... 3-Pole 3-Pole 3-Wire 4-Wire A B B A

7.40 9.90

1,000

800-1,600

Pressure Switches

2-Pole 3-Wire A' ' B

[1

C U U

ai

Block Section

L

8.50

6.00 8.80 20.90 35.20 44.00 20.90 35.20 44.00 26140 35.20 44.00

7.7O 10.45

9.35

9.90 12.10

' 31 i

3.60

16.5O 30.80 41.80 16.50 30.80 41.80

7.15 10.70 25.30 44.00 57.20 25.30 44.00 57.20

22.00 40.70 53.90 22.00 40.70 53.90

5.50 9.90 12.10 5.50 9.90 12.10

20.90 30.80 41.80

44.00 57.00

40.70 53.90

6.60 9.90 12.10

.=.

= m

3o.8o 271so

..

Code: A-Main Switch Section B-Main Lug Sections Manhours when properly applied to all the component sections of a switchboard will equal the time required for the conductor terminations, cabling, terminal connections, circuit identification, load balancing, testing, and supplying information for directory. Manhours exclude installation and position of switchboard components. See respective table for these time frames.

800

BW~'GHBOAItI~

&ND A(~BEBOI~CEll

METERS FOR SWITCHBOARDS 8-PHASE, 4-WIRE MANHOURS EACH Meter Type Ammeter Voltmeter Watt Hour Meter Synchroscope Power Factor Meter Transfer Switch

Manhours 2.20 2.20 2.75 2.75 3.30 1.65

Manhours include installation of meters as outlined when installed and connected in the switchboard at the time of the switchboard installation. Manhours exclude installation and positioning of other switchboard components. See respective table for these time frames.

8W~I~OARDB

AND AC~"BII~DBIBf;

REPLACE BLANK SPACES WITH BRANCH IN SV~ITCHBOARDS AND CONNECT CONDUCTORS

801

UNITS

MAN HOURS EAC H Amperage Rating 30-Compact 30-Standard 30 60 60 1 O0 1 O0 100 100 2OO 40O 6OO

Voltage ..... 2 5 0 250 250 250 250 250 600 250 600 250-600 250-600 250-600

Type of Unit Mounting

Maximum Lug Capacity

Double Double Single Double Single Double Double Single Single Single Single Single

#8 #8 #8

Switch and Fuse Branch

2-Pole 2-Pole 3-Pole 3-Pole 2-Wire 3-Wire 3-Wire 4-Wire

0.90 1.15 1.65 1.90 1.90

#4 ~4 #1 #1 #1 #1 #250 MCM 2-#500 MCM 2--~500 MCM

2.20 2.20

2.45 2.95 5.90

7.35

.

.

1.15 1.45 1.75 1.90 2.20 2.50 2.75 2.75 2.95 3.40 7.60 8.15 ,

i.,s

1.75 2.00 2.20

2.45 2.75 2.95 2.95 3.20 3.65

8.15

9.55

~iTs

2.00 2.60 2.75

2.95 3.20 3.50 3.55 4.00 4.45

9.85 11.30

.

Manhours include checking out of job storage, handling, job hauling, distrbuting, installing, cabling conductors, make up of wire terminal connections, circuit identification, testing, load balancing, and furmshing information for circuit directory. Manhours exclude installation of panelboard. See respective table for this time frame.

8

802

~

A

R

]

~

AND &OOllgSORDI8

SWITCHBOARD

PULL BOXES

M A N H O U R S EACH

56;; 56" 70" 70"

x x x x

Pull Box Size Length x Width x Depth 36" x 12" 36" x 18" 42" x 12" 42" x 18"

84" x 36" x 18"

84" x 36" x 24" 84" x 42" x 12" 84" x 42" x 18" 84" x 42" x 24"

112" 105" 105" 140" 140"

x x x x x

36" 42" 42" 42" 42"

x x x x x

30" 18" 24" 18" 24"

Steel Gaug e #1o #1o #1o #1o #1o #1o #1o #1o #1o #1o #1o #1o #1o #1o

Approximate Weight

(Pounds) .

258 288 348 385 406 484 412 472 533 786 660 720 840 914

Manhours 12.60 13.50 15.30 16.20 18.00

19.80 18.00 19.80 21.60 34.20 27.00 30.60 36.00 37.80

.

Manhours include checking out ofjob storage, handling, job hauling, distributing, drilling and bolting box to switchboard, and removtng and reinstalling access cover. Manhours exclude fabrlcatton, welding or modifying boxes, field cut knockouts, and installation of panelboard secttons. See respective tables for these time frames.

Seotion 11 SVv'ITCI-IES, STARTERS. CONTROLS, AND GIJ'L'L'.~RS Manhour units for the installation of such items as externally operated safety switches, circuit breakers, motor control devices, auxiliary gutters, junction boxes, terminal cabinets, service e n t r a n c e switches, m e t e r troughts, transformer cabinets, and meter test cabinets are included in this section. Consideration has been given to all labor operations as required for the installation of the individual item in accordance with the notes appearing with the tables. Various labor operations that may be required to support the complete installation of all items for the particular block of work may be found under other sections of this manual.

808

804

CONTROL8 AND G ~ R S

8"tFITCHE8, STARTERS,

EXTERNALLY OPERATED SAFETY SWITCHES GENERAL PURPOSE TYPE ENCLOSURE 250-Volt

Fus/ble

8opar&to

and

Nontuslblo

Installation

MANHOURS EACH Amperage Size

Maximum Lug Capacity

30 60 100 200 400 600 800 1,200

#14-#6 #14-#2 #I 4 - # 1 / 0 # 6 - # 2 5 0 MCM 2 - # 4 - # 2 5 0 MCM 2 - # 2 - # 6 0 0 MCM 3 - # I / 0 - # 6 0 0 MCM 4 - # 1 / 0 - # 5 0 0 MCM

Fusible Nonfusible 2-Pole 2-Pole 3-Pole 3-Pole 2-Pole 2-Pole 3-Pole 3-Poie 2-Wire 3-Wire 3-Wire 4-Wire 2-Wire 3-Wire 3-Wire 4-Wire 2.20 2.70 3.00 4.90 7.70 10.40 14.40 19.80

2.40 3.00 3.30 5.30 8.50 11.50 15.80 21.80 .

.

Combination

.

.

2.40 3.00 3.30 5.30 8.50 11.50 15.80 21.80 .

2.60 3.20 3.50 5.80 9.20 12.40 17.10 23.50

1.90 1.90 2.00 1.70 2.50 2 . 5 0 2.70 2.30 2.8O 2 . 8 0 3.00 2.50 4.90 4 . 9 0 5.20 4.40 8.00 8 . 0 0 8.70 7.30 11.00 11.00 11.90 10.00 14.00 15.30 15.30 16.60 18.90 20.80 20.80 22.50

Installation

MANHOURS EACH Amperage Size 30 60 1 O0 200 400 600 800 1~

Maximum Lug Capacity

#14-#6 #14--#2 #14--#1/0 #6--#250 M C M 2--#4-#250 M C M 2-#2-#600 M C M 3-#1/0-#dO0 M C M 4-#I/0-#500 M C M

Fusible Nonfusible 2-Pole 2-Pole 3-Pole 3-Pole 2-Pole-2-Pole 3-Pole 3-Pole 2-Wire 3-Wire 3-Wire 4-Wire 2-Wire 3-Wire 3-Wire 4-Wire 2.60 2.90 2.90 3.10 3.60 4.00 4.00 4.30 3.90 4.30 4.30 4.60 5.80 6.30 6.30 6.80 8.6O 9.50 9.50 10.30 11.30 12.50 12.50 13.50 15.30 16.80 16.80 18.20 20.70 22.80 22.80 24.6O

2.20 3.20 3.40 5.30 8.20 10.90 14.90 19.80

2.40 3.50 3.80 5.80 9.00 12.00 16.30 21.80

2.40 3.50 3.80 5.80 9.00 12.00 16.30 21.80

2.60 3.70 4.10 6.30 9.70 12.90 17.60 23.50

Manhours include checking out of job storage, handling, job hauling, distributing, positioning, and conductor terminations of switches as outlined. Manhours exclude fastening or field cut knockouts. See respective tables for these time frames. Separate installation involves the installation of the individual switch and does not require the detailed layout of the combination installation. The combination installation manhours reflect the additional layout time required.

S~FITOH]BS, 8 T & R T I B R S , C O N T R O L 8 A N D O U T T H R S

EXTERNALLY GENERAL

805

OPERATED SAFETY SWITCHES PURPOSE TYPE ENCLOSURE

600-Volt

Fusible

and Nonfumible

BepsLrsLte I n s t a l l a t i o n MANHOURS EACH Maximum Lug Capacity

Amperage Size 30 6O 100 20O

4OO 600

8O0 1,200 , , ,

Fusible Nonfusible 2-Pole 2-Pole 3-Pole 3-Pole 2-Poie :2':Pole' 3-P01e 3-Pole 2-Wire 3-Wire 3-Wire 4-Wire 2-Wire 3-Wire 3-Wire 4-Wire

#14-#6 2.60 #14--#2 3.20 #14-#I/0 3.40 #6--#250 MCM 5.80 2-#4-#250 MCM 8.60 2--#2-#600 MCM 11.30 3-#1/0--#600 MCM 15.30 4-#1/0--#500 MCM 20.70

2.90 3.50 3.80 6.30 9.50 12.50 16.80 22.80

2.90 3.50 3.80 6.30 9.50 12.50 16.80 22.80

3.10 3.70 4.10 6.80 !0.30 13.50 18.20 24.60

2.20 2.70 3.00 5.30 8.20 10.90 14.90 19.80

2.40 3.00 3.30 5.80 9.00 12.00 16.30 21.80

2.40 3.00 3.30 5.80 9.00 12.00 16.30 21.80

2.60 3.20 3.50 6.30 9.70 13.00 17.60 23.50

. . . .

Combination

Installation

MANHOURS EACH Amperage Size 30 60 100 200 400 600 800 1,200

Maximum Lug Capacity

Nonfusible Fusible 2-Pole 2-P01e 3-Pole 3-Pole 2-Pole 2-Poie 3.Poie 3-Pole 2-Wire 3-Wire 3-Wire 4-Wire 2-Wire 3-Wire 3-Wire 4-Wire

3.10 #14-#6 4.10 #14-#2 4.30 #14-#1/0 6.20 #6-#250 MCM 9.10 2=#4-#250 MCM 11.80 2-#2-#600 MCM 3--#1/0-#600 MCM 15.80 4--#1/0-#500 MCM 21.20

3.40 4.50 4.80

3.40 4.50 4.80

6.80 10.00 13.00 17.30 23.30

6.80 10.00 13.00 17.30 23.30

3.60 4.80 5.10 7.40

10.80 14.00 18.70 25.10

2.60 3.60 3.90 5.80 8.60 11.30 15.30

.

20.70 .

.

.

2.90 4.00 4.30 6.30 9.50 12.50 16.80

.

.

22.80 .

.

.

2.90 4.00 4.30 6.30 9.50 12.50 16.80

22.80

3.10 4.30 4.60 6.80 10.30 13.50 18.20

24.60

Manhours include checking out of job storage, handling, job hauling, distributing, positioning, and conductor terminations of switches as outlined. Manhours exclude fastening or field cut knockouts. See respective tables for these time frames. Separate installation involves the installation of the individual switch and does not reqmre the detailed layout of the combination installation. The combination installation manhours reflect the additional layout time required.

806

SVTITCHE8, 8TARTBRfJ, OONTROI/t AND GIFFTBR8

CIRCUIT bpa~sto

and

BREAKERS

Combinstion

Installation

M A N H O U R S EACH

Trip Amperage Range 15-50 70-1 O0 70-125 125-225 125-225 150-225 150-225 250400 250400 125 250 250 250 400 400 400 600 600 800 800 1,000 ,

Maximum Lug Capacity #4 #I #I/0 #I/0 #250 M C M #300 M C M #4/0 2-#250 M C M 1-#600 M C M #I/0 #4/0 2--#250 M C M I-#600 M C M #4/0 2--#50O M C M I-#600 M C M 2-#5O0 M C M I--#600 M C M 3-#5OO M C M 2-#6OO M C M 3-#600MCM

Combination .... Separate 2-Poie 2-Pole 3-Pole 3-Pole 2-Pole 2-Pole 3-Pole 3-Pole 2-Wire 3-Wire 3-Wire 4-Wire 2-Wire 3-Wire 3-Wire 4-Wire 3.00 3.60 5.20 5.00 8.40 7.00 6.50 10.80 10.80 6.60 6.90 8.40 8.40 -10.80 10.80 12.65 12.65 15.40 15.40 18.70

3.30 4.40 6.00 5.80 9.60 8.00 7.60 12.60 12.60 7.50 8.10 9.60 9.60 -12.60 12.60 14.40 14.40 17.10 17.10 20.40

3.30 4.40 6.00 5.80 9.60 8.00 7.60 12.60 12.60 7.50 8.10 9.60 9.60 11.40 12.60 12.60 14.40 14.40 17.10 17.10 20.40

3.60 5.00 6.30 6.50 10.80 9.20 8.60 14.40 14.40 8.10 9.30 10.80 10.80 12.90 14.40 14.40 16.80 16.80 18.70 18.70 22.00

4.20 4.80 6.40 6.20 9.60 8.20 7.70 13.20 13.20 7.80 8.10 10.80 10.80 -13.20 13.20 15.00 15.00 17.60 17.60 20.90

4.50 5.60 7.20 7.00 10.80 9.20 8.80 15.00 15.00 8.70 9.30 12.00 12.00

15.00 15.00

4.50 5.60 7.20 7.00 10.80 9.20 8.80 15.00 15.00 8.70 9.30 12.00 12.00 13.80 15.00 15.00

4.80 6.20 7.80 7.70 12.00 10.30 9.80 16.80 16.80 9.30 10.50 13.20 13.20 15.30 16.80 16.80

16.70

16.70

18.40

16.70 19.30 19.30 22.60

16.70 19.30 19.30 22.60

18.40 20.90 20.90 24.20

--

Manhours include checking out of job storage, handling, job hauling, distributing, positioning, and conductor terminations of switches as outlined. Manhours exclude fastening or field cut knockouts. See respective tables for these time frames. Separate installation involves the installation of the individual switch and does not require the detailed layout of the combination installation. The combination installation manhours reflect the additional layout time required.

SWTFCHES, 8T&RTIlRfJ, CONTROLS AND G U T T E R 8

MAGNETIC

807

STARTERS

Reversing

Magnotio Starters

MANHOURS EACH NEMA Size

HP 1-2 3-5 2-3 7-1/2- 10 15-25 30-50 50-100 100-200

Voltage

1 s.23o

208-550 115-230 208-550 208-550 208-550 208-550 208-550

1-Phase 3-Phase Combination Separat'e '-Combination SeParate 2-Pole 3-Pole 2-Pole 3-Pole 3-Pole 4-Poie 3-Pole 4-P0'le . ,

3.00

4.10

3.60

4.70

4.10

5.20

4.70

5.80

I

4.70 --.

. , -

. D

.~,

6.30 9.30 11.30 18.90 28.30 .

Nonrovorsing

.--

.

.

.

.

5.50

5.20

..=.

. . .

7.70 9.70 13.50 22.60 32.50

6.90 9.60 11.80 19.40 29.40

6.00 . .

8.29 9.90 14.00 23.10 33.60

.

Magnotio Starters

MANHOURS EACH NEMA Size

HP

Voltage

1-Phase 2-Pole Separate Comblnation

3-Phase Separate ]Combination 3.i3ole 4.poleI3.Pole 4.Polel

2.75 2.20 115 1 2.75 2.20 230 2 2.7s 3.,sl : a ~ 4.1o 110-550 2-5 3.00 2.45 115 2 3.00 2.45 230 3 4.~o 4. s I .6s s.so 110-550 3-10 3.30 2.75 115 3 3.85 3.30 230 7-1/2 4.40 3.85 440-550 10 6.00 6. s L .60 740 7-1/2 - 25 110-550 7.70 8. 0 / .25 9.35 110-550 15-50 13.10 14. 4 [ 1 .65 15.75 208-550 50-100 20.00 24. 5 / 2 .00 25.20 208-550 100-200 Manhours include checking out of job storage, handling, .lob hauling, distributing, posiuomng, and conductor terminations of starters as outlined. Manhours exclude fastening or field cut knockouts. See respective tables for these time frames. Separate installation involves the installation of the individual starter and does not require the detailed layout of the combination installation. The combination installation manhours reflect the additional layout time required.

[

/

.=.

808

8WITCH]~,

t ~ T A R T I I ~ , C O N T R O L S A N D GUTTm]L:LS

MAGNETIC Cirotdt Brea&or Switoh

STARTERS and Starter

and Starter

or

Combination

MANHOURS EACH NEMA Size

HP

Voltage

1-5 5-10 10-25 20-50

208-550 208-550 208-550 208-550

S-Phase. 3-Poie Reversing Nonreversing Separate Combination Separate Combination l i

I

8.25 11.00 14.30

8.50 11.55 14.85

5.50 8.25 10.45

6.00 8.80 11.00

18.15

18.70

14.30

14.85

Pushbutton

Stations

MANHOURS EACH Number of Positions

Separate

Stations

Combination

0.80 1.10 1.35

1.65

1.90 Manual

I.I0 1.35 1.65 1.90

2.20

Motor Btartlng

Pilot Light 1.65

1.90

2.20 2.45 2.75

8witohes

MANHOURS EACH NEMA Size 0 1

L

Separate Installation 1-Phase 3-Phase Toggle I Pushbutt~ Pushbutton 1.65 1.9O 2.75 1.90 2.20 3.55 2.45 2.75 4.10

Combination" Installation 1-Phase 3-Phase Toggle Pushbutton Pushbutton

2.20 2.45 3.00 2.45 2.75 3.85 3.00 3.30 4.40 Manhours include checking out of job storage, handling, job hauling, distributing, positioning, and conductor terminatmns of starters, stations, and switches as outlined. Manhours exclude fastening or field cut knockouts. See respective tables for these ttme frames. Separate installation involves the installation of the individual item and does not require the detailed layout of the combination installation. The combination installation manhours reflect the additmnal layout time reqmred. 2

i .

8~NITCIHMS. 8 T A . R ' I ~ R S , O O N T R O L S A N D O0"i"I.'DRS

DRUM

800

swrrCHES

1-SI:mod ~ m

8witohem

MANHOURS EACH NEMA Size

Reversing Drum Switches -2-or 3'Phase _ __ "Separate Combination l-Phase 110V. 220V. l i OV. 220V. 550V. Horsepower ,,

Nonreversing Drum Switches Separate Combination

,

1-1/2

3

3

5" 7"1/2 15 15 10 10

-

100 -

20

100 40

B-Spo~I

2.20 m

2.20

2.75

4.40

4.93

8.80

11.00

19.80

22.00

, .

~

Wwttohqm

MANHOURS EACH NEMA Size O0 0 1

Horsepower

Reversing Drum Switches Separate Combination

Nonreversing Drum Switches Separate c o m b i n a t i o n

~iov.

220 V.

as0 v.

3/4 1-1/2

3/4 2 5 15 20 40 75

3/4 2 7-1/2

2.55 4.10 4.95

4.65 5.20 6.00

1.90 2.45 3.30

3.OO 3.55 4.40

40 75 150

8.25 14.30 23.10

9.90 16.50 25.30

6.00 11.00 19.80

7.70 13.20 22.00

3

2 3 4 5 .

.

.

.

15

.

5.50

.

.

.

6.60

3.85

4.95

.

Manhours include checking out of job storage, handling, iob hauling, distributmg, posmoning, and conductor terminations for switches as outlined. Manhours exclude fastenings or field cut knockouts. See respective tables for these time frames. Separate installation involves the installation of the individual switch and does not require the detailed layout of the combination installation. The combination installation manhours reflect the additional layout time required.

810

SWITCHES,

STARTERS,

CONTROLS

AND GU'ITER8

CONTROL DEVICES MAN HOURS EACH Time Switches General"Description Operating Positrons

-

.

S.ES.T. S.P.S.T. S.ED T S.P.D.T.D.P.S.T.D.P.S.T.S.P.S.T S.P.S.T. D.P.D.T. S.P.S.T. .

.

.

.

.

.

.

.

.

.

Amperage

Voltage

1.50 6.5 10.0 5.0 55.0 55.0 5.0 40.0 40.0 20.0

120 240 120 240 120 240 120 120/208 120/208 120/208

.

Off-On - 24 Hrs. Off-On - 24 Hrs. I n t e r m i t t e n t - 24 Hrs. I n t e r m R t e n t - 24 Hrs. Industrial Type Industrial Type Program Intervals T-Rated Astrodial 4-Pole - T-Rated 4-Pole - T-Rated .

.

.

.

.

.

Enclosed Magnetic Relays Number . . . . . . . . Man'•urs of Poles Separate Combination 1.10 1.35 1.65 1.90 2.20 3.00 3.85 4.65

1 2 3 4 5 6 7 8 .

.

.

.

.

.

1.65 1.90 2.20 2.45 2.75 3.55 4.40 5.20

Instaliauon Separate Combination 2.20 2.20 3.00 3.00 3.55 3.55 3.85 4.40 4.95 4.65

2.75 2.75 3.55 3.55 4.10 4.10 4.40 4.95 5.50 5.20

- P r e s s u r e - F l o a t - L i m i t Switches Type of ..... Manhours SwRch Separate Combinatson Pressure-S.P. Pressure-D.P Pressure-Four P Float-S.P. Float-D.P. F l o a t - F o u r P. Limit-S.P Lim~t-D.P. Limit-Four P

0.80 1.35 1.90 1.10 1.65 2.20 1.35 1.90 2.45

1.35 1.90 2.45 1.65 2.20 2.75 1.90 2.45 3.00

Manhours include checking out of job storage, handling, job hauling, distributing, posRioning, and conductor terminations of control devices as outlined. Manhours exclude fastening or field cut knockouts. See respective tables for these time frames. Separate installation involves the installation of the individual item and does not require the detailed layout of the combination installation. The combination installation manhours reflect the additional layout time required.

8~rITClI-IES, H T A R ' I ~ R S , OONTROI.,B A N D Q U T T B I : t g

REDUCED MANHOURS

L NEMA Size

1 2 3

4 5

NEMA Size

Horsepower Range 5-10 10"25 20-50 40-100 60-200

VOLTAGE

STARTERS

EACH FOR SEPARATE

INSTALLATION

Reduced Voltage S t a r t e r s Voltage

811

"

.

Nonreversing ' 3-Phase, 3-Pole

Reversing '" 3-Phase, 3-Pole

Range

Resistor

Auto Transformer

Resistor

Auto Transformer

208-550 208-550 208-550 208-550 208-550

18.90 21.00 25.20 29.40 35.00

21.00 25.20 29.40 39.10 49.40

24.15 31.50 40.95 43.30 52.50

28.35 37.80 44.10 58.70 73.40

Multi-Speed Starters Nonreversing, 3-Phase Constant Horsepower Starter Only Starter and Rating Circuit Breaker 2-Speed 2-Speed Voltage I-]orsep0wer

Starter and Disconnect Switch

2-Speed

. ,

1-2 3-5 10-20 20-40 30-60 75-150

20s.ss0

208-550 2O8-55O 208-550 208-550 208-550

7.85

5.00 6.60 9.20

11.00

14.20 17.85 24.70 37.00

11.30

18.50 28.80 9

7.85 11.00 14.20 18.35 25.00 37.50

,

Manhours include checking out of job storage, handling, job hauling, distributing, positioning of enclosure, separate installation, and conductor terminations. Manhours exclude fastenings and field cut knockouts. See respective tables for these time frames.

81,9

S

~

~

,

BTAR'IIHS,

AUXILIARY

CONTROLB

GUTTERS

AND GUT'rHR8

AND FITTINGS

MANHOURS EACH Manhours

Item and Size Gutters 4 " x 4 " -- 12" L o n g 4" x 4" - 24" Long 4 " x 4 " - 36" L o n g 4" x 4" - 48" L o n g 4" x 4" - 60" L o n g 6" x 6 " - 12" L o n g 6" x 6 " - 24" Long 6" x 6" - 36" L o n g 6" x 6" -- 48" L o n g 6" x 6" - 60" L o n g 8" x 8" - 12" L o n g 8" x 8" - 24" L o n g 8" x 8 " - 36" L o n g 8" x 8" - 48" L o n g 8" x 8" - 60" L o n g F!ttings Connectors Connectors Connectors Adapter Adapter Adapter End Wall End Wall End Wall Tee Tee Tee 90 ~ Elbow 90 ~ Elbow 90 ~ Elbow Hanger Assembly Hanger Assembly Hanger Assembly

0.60 0.90 1.50 2.10 2.70 0.90 1.20 1.80 2.70 3.30 1.2O 1.50 2.10 3.00 3.00 --4" --6" -8" -4" -6" -8" -4" -6" -8" -4" -6" -8" -4" -6" -8" -4" -6" -8"

0.30 0.48 0.60 0.12 0.18 0.24 0.12 0.18 0.24 0.90 1.02 1.08 0.60 0.72 0.90 0.60 0.72 0.85

Manhours include checking out of job storage, handling, job hauling, distributing, layout, assembling, and installing auxiliary gutters and fittings. Manhours exclude fastenings and field cut knockouts. See respective tables for these time frames.

swrrcHES.

STARTERS,

JUNCTION

Co1wrROLS

A N D Q1UITTBI:tS

818

BOXES

MANHOURS EACH Junction Box Size (Inches)

6x 6x 4 8x 8x 4 lOx lOx 4 12x12x 4 12x12x 6 12x18x 4 12x 12x 6 12x24 x 6 18x24 x 6 18x24 x 8 18x30x 6 18x30x 8 24 x 3 0 x 8 24 x 3 6 x 8 24x42 x 8 30 x 30 x 12 30 x 36 x 12 36 x 36 x 12 30x42x12 36 x 36 x 18 36 x 42 x 24 42 x 42 x 18 42 x 42 x 24 36 x 42 x 30 42 x 48 x 24 48 x 48 x 24 48 x 48 x 30

i

Approximate Weight ~

Manhours

(Pounds)

Wall

Ceiling

5.4 6.8 9.3 12.0 14.5 16.6 19.4 23.5 32.8 36.8 39.3 43.7 54.2 98.9 103.3 106.0 123.0 140.8 144.5 159.2 263.1 291.2 305.6 315.1 341.0 379.0 384.7

1.10 1.20 1.50 1.80 2.25 2.25 2.55 2.85 3.75 4.10 4.10 4.10 4.85 5.25 5.95 7.00 8.40 9.80 10.15 10.50 15.60 19.50 20.80 22.10 23.00 24.35 24.70

1.35 1.50 1.80 2.10 3.00 3.00 3.30 3.60 4.85 5.25 5.25 5.25 6.00 6.30 7.00 8.40 9.80 11.55 11.90 12.25 18.20 23.40 24.70 26.00 27.30 28.25 28.60

Junction Box Size (Inches) 48 x 60 60 x 60 48 x 60 60 x 60 48 x 60 60 x 60 60 x 72 60 x 72 72 x 72 60 x 72 72 x 72 72 x 84 72 x 72 72 x 84 84 x 84 72 x 84 84 x 84 84 x 96 84 x 8 4 72 x 84 84 x 96 84 x 96 84 x 84 96 x 96 96 x 96 96 x 96 96 x 96

x 24 x 18 x 30 x 24 x 36 x 30 x 24 x 30 x 24 x 36 x 30 x 24 x 36 x 30 x 24 x 36 x 30 x 24 x36 x 48 x 30 x 36 x 48 x 30 x 36 x 42 x 48

Approximate Weight (Pounds)

Wall

Ceiling

449.8 467.6 502.6 524.4 555.4 580.0 606.3 647.0 679.3 730.0 741.0 753.9 804.1 816.3 857.2 878.7 925.0 960.7 992.8 1,003.5 1,034.5 1,098.3 1,128.4 1,129.8 1,203.6 1,277.4 1,351.2

26.00 27.30 27.50 28.75 30.00 32.50 35.00 38.75 41.25 43.20 44.40 45.60 46.80 48.00 51.60 52.80 53.10 53.80 55.00 55.20 57.50 59.80 62.10 62.10 66.00 70.40 77.00

29.90 31.20 31.25 32.50 33.75 36.25 38.75 42.50 45.00 46.80 48.00 49.20 50.40 51.60 55.20 56.40 56.70 57.30 58.50 58.65 60.95 63.25 65.55 65.55 69.30 73.70 80.30

Manhours

Manhours include checking out of job storage, handling, job hauling, distributing, layout, and positioning in place to heights of 12 feet. Manhours exclude fastenings and field cut knockouts. See respective tables for these time frames.

814

8~NITCUBLImS, S T A R T H H ~ ,

1- a n d 2 - D O O R

0 0 ~ 0 ~

AND GUTTBRS

TERMINAL

CABINETS

MANHOURS EACH Approximate Wetght (Pounds)

Manhours Wall Mounted

Cabinet Size (Inches)

Approximate Weight (Pounds)

Manhours Wall Mounted

1 -Door 12x24x6 16x12x6 20x16x6 20 x 20 x 6 24 x 2 0 x 6 24 x 24 x 6 30 x 20 x 6 30x24 x6 36x24 x6 16x12x8 20x16x8 20 x 20 x 8 24x12x8 24 x 20 x 8 24 x 24 x 8 30 x 20 x 8 30x24x8 36x24 x8 36 x 30 x 8 42 x 24 x 8

37 26 37 44 52 66 66 78 92 29 41 47 39 57 70 70 90 99 123 109

3.35 3.00 3.75 4.15 4.35 4.70 4.85 5.25 5.45 3.00 3.75 4.15 3.75 4.35

5.25 5.30 5.60

42 x 3 0 x 8 42 x 3 6 x 8 48x24 x 8 48x 30x 8 48x36x 8 60x36x 8 16x12x10 20 x 16 x 10 20 x 20 x 10 24x12x10 24 x 20 x 10 24 x 24 x 10 30 x 24 x 10 3 0 x 2 4 x 10 36x24 xl0 36 x 30 x 10 42 x 3 0 x 10 48 x 30 x 10 48 x 3 6 x 10 60 x 36 x 10

142 170 128 150 181 224 31 44 51 41 61 74 75 92 105 129 149 159 190 233

7.70 9.80 6.65 8.75 9.80 12.60 3.00 4.15 4.35 3.75 4.35 4.85 4.85 5.40 5.60 6.30 8.75 9.10 975

11.70

2-Door 54 x 4 2 x 8 60x48x8 60 x 48 x 10 60 x 60 x 10 72 x 60 x 10

273 428 431 540 597

14.30 23.40 23.40 28.60 33.80

72 x 72 x 10 6 0 x 4 8 x 12 60 x 60 x 12 72 x 60 x 12 72x72x12

701 450 535 637 743

40.80 26.00 28.60 36.00 43.20

Cabmet Size (Inches)

4.55

4.55 5.10

Manhours include checking out of job storage, handling, job hauling, distribution, layout, and positioning cabinet. Manhours exclude fastenings, field cut knockouts, and terminal strip installation. See respecuve tables for these time frames.

8WITCHH8, 8TARTHR8, OONTROLQ AND GUTTHR8

815

CURRENT TRANSFORMER, METER TEST CABINETS, AND ME'rER TROUGHS Current

~former

Osbinets

MANHOURS EACH Cabinet Size (Inches) 36x27x 44 x 27 x 40 x 30-1/4 52 x 32-1/4 77 x 32-7/8 x

11 11 x 10 x 12 14-1/2

Amperage Capacity

Manhours

2OO-600 600-1,200 2-500 MCM Per Leg 4-500 MCM Per Leg 4-500 MCM Per Leg W/Cur. Limit

9.75 15.60 11.70 23.40 31.20

Motor Teat Oablnots MAN HOURS EACH Cabinet Size (Inches)

Type of Equipment Design

Manhours

14x 9 x 3-3/8 14 x 29 x 3-3/8

10-Pole-Switch and Test Block Same with Meter Adapter

4.55 7.80

Meter

'l~oughs

MANHOURS EACH Number of Meters

Manhours for 1-Phase

3-Phase

3.25 5.20 7.15 9.10 11.00 12.00

4.85 7.15 9.40 11.70 13.30 14.40

Manhours include checking out of job storage, handling, job hauling, distributing, and posttiomng of items as outlined. Manhours exclude fastening and field cut knockouts. See respective tables for these time frames.

816

8~NITGIINIfJ, 8 T A R T ~ I R S , ( X ) N T R O L f J A N D G U T T H R f J

METER SERVICE ENTRANCE SWITCHES METER SOCKET-CIRCUIT BREAKER COMBINATION Meter

fJorviee mn~ee MANHOURS

,

8wttohem

EACH

"

Amperage Size

Manhours E a c h

Fusable-No Current "i:ransformers 3-Pole,4-wire 3-Pole, 3-Wire

......

Fusable-With Current Transformers 3-Pole, 3-Wire 3-Pole, 4-Wire

,

,

4.85 7.90 13.50 16.00 21.60 27.50

100 200 400 600 800 1,000

METER

6.00 8.85 16.40 18.20 24.00 28.60

1-4 5-8 9-12 13-16 1-5 6-10 11-15 16-20 1-6 7-12 13-18 19-24

I

m

11.75 22.00 25.00 31.80 41.30

10.90 18.70 22.10 28.60 39 75

SOCKET-CIRCUIT COMBINATION MANHOURS

Number of Meters

AND

BREAKER

EACH Manhours

70-Amp Circuit Breaker 13.30 19.80 25.40 31.80

1

1

1

for 100-Amp Circuit Breaker m

m

m

16.80 25.20 33.60 42.00 21.00 29.40 37.80 46.20

Manhours include checking out of job storage, handling, job hauling, distributing, installing, and conductor terminations for items as outlined. Manhours exclude cabinet installation, fastening, and field cut knockouts. See respective tables for these time frames.

B~RITCH]r

8T,4JWF]BR8, OONTl:tO]r.,8 A N D G.UTT]Blq8

INTERCONNECTING

CONDUCTORS,

CONNECTORS

AND

SPIJT

817'

BOLT

LUGS

M A N H O U R S EACH Conductor or Wire Size #14 #12 #I0 #8 #6 #4 #2 #I SIlO #2/O #3/0 #4/O #250 MCM #350 MCM #500 MCM ~*600 MC M #750 MCM #1000 MCM

"

r

Interconnecting Conductors

4~ 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.33 0.44 0.50 0.66 0.77 0.88 0.99 I.I0 1.21 1.43 1.93

3 Conductors

6'

0.44 0.44 0.44 0.44 10.44 I, 0.44 0.44 0.50 0.66 0.77 0.94 1.21 1.32 1.49 1.65 1.82 2.20 2.86

8 ~ ....

0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.66 0.83 0.99 1.27 1.60 1.76 1.98 2.20 2.42 2.92 3.80

Connectors

'" . 4 Conductors . . . . . . .

12~

4'

6'

8'

12'

0.88 0.88 0.88 0.88 0.88 0.88 0.88 1.05 1.27 1.49 1.87 2.42 2.59 2.86 3.30 3.63 4.40 5.72

0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.44 0.55 0.66 0.83 1.05 1.16 1.32 1.43 1.60 1.93 2.53

0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.66 0.83 0.99 1.27 1.60 1.76 1.98 2.20 2.42 2.92 3.80

0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.94 1 .I 0 1.32 1.71 2.10 2.31 2.64 2.92 3.19 3.85 5.06

1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.38 1.65 1.98 2.53 3.19 3.41 3.96 4.40 4.79 5.83 7.59

.

.

.

.

.

.

.

.

Cable

Lug

-0.33 0.44 0.55 0.66 0.77 0.88 1.27 1.38 1.54 1.65 1.93 2.20 2.64 3.10 3.96 4.95 5.78

-0.22 0.22 0.22 0.33 0.33 0.33 0.66 0.83 0.99 1.21 1.38 1.70 2.10 2.53 3.10 3.85 4.40

_

Interconnecting conductor manhours for auxiliary gutters, switches, circuit breakers, and control devines give consideration to conductors interconnected between the auxiliary gutter and operatmg devices and allow for time requtred to measure, cut, and prepare conductors for termmation and cabling. Split bolt cable connector manhours are based on 2 conductors in a split bolt connection. Lug connector manhours are based on 1 conductor in a lug. All manhours include checking materials out of Job storage, handling, job hauling, distributing, and layout. Manhours exclude splicing conductors in gutter or connecting conductors to equipment. See respective tables for these time frames.

818

8~71TCHmS. 8T~Uq,T Z l q S . C O N T R O L 8 A N D GUTT]BR8

CONDUrr

NIPPLES FOR SPLIT BOLT AND LUG CONNECTORS MANHOURS E A C H

Conduit Size (Inches)

Field Cut and Thread First Nipple Additional Nipples 6" Long 6" Long .

1/2 3/4 1

1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

0.42 0.55 0.66 0.77 0.88 0.99 1.10 1.27 1.38 1.54

.

.

.

.

.

.

.

.

.

0.28 0.28 0.28 0.28 0.42 0.42 0.42 0.55 0.55 0.55

Prefabricated 6" Nipples

.

0.28 0.28 0.28 0.42 0.42 0.55 0.55 0.83 0.83 0.83

Manhours include checking out of job storage, handling, job hauling, distributing, cutting and threadmg when required and assembling m position with locknuts and bushings conduit nipples for split bolt and lug connectors. Manhours exclude installation of split bolt or lug connector. See respecuve tables for these ume requirements.

Seotion

12 MOTOR CONTROL CENTERS This section covers all labor operations, in manhour units, as may be required for the complete installation of motor control centers. The following manhour tables for cable connections of motor control centers are based on the following design characteristics which are outlined by the National Electrical manufacturers Association (NEMA) standards. These standards consist of two basic classes and three basic types as further defined: Class I control centers are essentially a grouping of motor starters, and/or control assemblies which can be handled without system analysis or systems engineering. Class II control centers are basically designed as a complete control system which includes electrical interlocking between units in the control center or with outside devices as may be required by the particular installation. They require system analysis and engineering. Class l - T y p e A units include factory installed power wiring from the busbars to the line terminals of each starter unit and all wiring within each starter unit. No interwiring is made by the manufacturer between units. Interwiring and load and control connections are to be made by the contractor at time of installation. Class l - T y p e B unit construction is similar to Class l type A, except the units include load and control wiring to terminal boards for size 3 starters or smaller, and control wiring to terminal boards for size 4 and 5 starter

819

units. These terminal boards are mounted next to each unit in a stationary part of the structure, no interwiring is included between units. Class l - T y p e C unit construction is similar to Class l Type B, except factory installed load and control wiring is provided from each starter unit to master terminal blocks grouped at either the top or bottom of each vertical section. All outgoing wires from any starter unit are carried to a master terminal board, except load side wiring for size 4 starters or larger. No interwiring is made between starter, units, sections, or master terminals. Class II-Type B unit construction is similar to Class I Type B, except interwiring is provided between starter and control assemblies in a single section or between sections. Class l l - T y p e C unit construction is similar to Class I I Type B, except the load and control terminals are located on the top or bottom of the section instead of adjacent to the individual units. Certain labor operations required to support a totally installed project may be found in other sections of this manual.

320

MOTOR CONTROL OBNTERS

HANDLING

MOTOR

CONTROL

MODUI.~M

881

UNITS

MANHOURS EACH Modular Sections Weight Range (Pounds)

Normal

Difficult

0-4O0 401-450 451-500 501-550 551-600 601-650 651-650 701-750 751-8OO 801-850

4.50 5.40 6.40 6.90 7.90 8.40 9.70 10.30 11.00 I 1.80

8.00 8.50 13.50 14.25 14.65 17.40 18.30 20.25 20.70 22.80

Installation Conditions

Normal installation conditions are considered to be those without obstructions or adverse situations. Difficult installation conditions are those where obstructions may exist and involve extra rigging, handling, and manual movement. Manhours include checking out of job storage, handling, job hauling, layout, rigging, picking, setting, leveling, aligning, bolting, steel enclosures, and bolting busbars together. Manhours exclude installation of supports or fasteners, pull boxes, special knockouts, raceway or conductor terminations, welding, and painting. See respective tables for these time frames.

822

MOTOR 00NTROL CImNTIR8

M O D U ~ CI~

CONTROL

I - - ~

A~No

UNITS

Terminal

Blookm

Full Voltago--Nonrovorsing Condumr

Gonnoc~Ions

MANHOURS EACH Motor Horsepower

NEMA Starter 208-220 V. Size

Amperage 440-550 V.

Conductor Size .

1-5 7-1/2 10 15 20 25 30 50 75 1O0 480-Volt Motors 125 150 200

1.5 9 16 21 26 31 50 74 98

15 22 27 40 52 64 78 125 185 246

124 144 192

310 360 480

II

.

.

.

.

.

.

.

.

.

Manhours 3-Phase 440-g50 V. 208.220 V

33-~ 4-~

#14 #14-#10 #14--#8 #12-#6 #10-#4 #8-#2 #8-#1 #4-#3/0 #2-#350 MCM #1/0-#500 MCM

2.10 2.10 2.10 2.40 2.40 2.40 2.40 2.70 3.60 3.90

4 5 5

#3/0 ~4/0 #350 MCM

4.50 4.50 4.80

I 1 1

2.40 2.40 2.40 2.70 2.70 3.60 3.60 4.50 4.80 5.10

Modular unit consist of circuit breaker or switch and fuse disconnect switch, magnetic motor starter, start and stop station, two pilot lights, control transformer, and fuse. Manhours include layout, conductor connections, identification, lacing, terminations, testing, and checking; motor rotation. Manhours exclude handling and positioning control modular unit and remote control station. See respective tables for these time frames.

888

MOTOR CONTROL c~N'r/al~

MODUI~R Clams I--~pe

CONTROL B--Terminal

Full

UNITS

Blooks

Provided

Volta~--Nonrevorsing

Oonduotor

Connemtions

MANHOURS EACH

Motor Horsepower

208-220 V.

1.5 9 11 16 21 26 31 50 74 98

15 22 27 40 52 04 78 125 185 246

1 1 1 2 2-3 2-3 2-3 3-4 3-5 4-5

#14 #14-#10 #14-#8 #12--#6 #10--#4 #8-#2 #8-#1 #4-#3/0 #2--#350 M C M # 1 / 0 - # 5 0 0 MCM

1.50 1.50 1.50 1.80 1.80 1.80 1.80 2.10 3.00 3.30

124 144 192

310 360 48O

4 5 5

#3/0 #4/0 #35O MCM

3.90 3.90 4.20

440-550 V. ,,

1-5 7-1/2 10 15 20 25 30 50 75 100 480-Volt Motors 125 150 200

Manhours 3-Phase 440-550 V. 208-220 v.

NEMA Starter Size

Amperage

.

.

.

Conductor Size ,

.

.

.

1.80 1.80 1.80 2.10 2.10 3.00 3.90 4.20 4.50

.

.

.

.

Modular unit consist of circuit breaker or switch and fuse disconnect switch, magnetic motor starter, start and stop station, two pilot lights, control transformer, and fuse. Manhours include layout, conductor connections, identification, lacing, terminations, testing, and checking motor rotation. Manhours exclude handling and positioning control modular unit and remote control station. See respective tables for these time frames.

824

MOTOR (X)NTROL CHNTHRS

MODULAR

CONTROL UNITS

Clsms I--l~ype C--Mam~r Full

Terminal

Blook

Voltage---Nonrevorslng

Conduotor

Conneotions

MANHOURS EACH Motor Horsepower

208-220 V.

1.5 9 11 16 21 26 31 50 74 98

15 22 27 40 52 64 78 125 185 246

1 1 1 2 2-3 2-3 2-3 3-4 3-5 4-5

#14 #14--#10 #14-//:8 #12-#6 #10-#4 #-8-#2 #8-#1 #4--#3/0 #2-#350 MCM # 1 / 0 - # 5 0 0 MCM

1.20 1.20 1.20 1.50 1.50 1.50 1.50 1.80 2.70 3.00

124 144 192

310 360 480

4 5 5

#3/0 #4/0 #350 MCM

3.60 3.60 3.90

440-550 V.

1-5 7-1/2 I0 15 20 25 30 50 75 1 O0 480-Volt Motors 125 150 200

Manhours 3-Phase 44()-550 V. 2o8.22o v

NEMA Starter Size

Amperage

Conductor Size ,i

1.50 1.50 1.50 1.80 1.80 2.70 2.70 3.60 3.90 4.20

Modular unit consist of circuit breaker or switch and fuse disconnect switch, magnetic motor starter, start and stop station, two pilot lights, control transformer, and fuse. Manhours include layout, conductor connections, identification, lacing, terminations, testing, and checking motor rotation. Manhours exclude handling and positioning control modular unit and remote control station. See respective tables for these time frames.

M O T O R C O N T R O L Olm~I'TIRS

MODULAR

CONTROL

Clams l - - ' l ) , l m s A , B , & C - - T e r m i n a l Circuit Wire Conneotlons ~ e

A--Full

8R5

UNITS Blocks

Provided

to S p a r e U n i t s i n P l a i c e

Voltage---NonreversinK

MANHOURS EACH Motor Horsepower .

.

.

.

.

.

.

.

.

.

Amperage " 440-550 V. 208-220 V.

NEMA Starter Size

Conductor Size

Manhours 3-Phase 440-550 V.' 208-220 V.

.

1-10 15-30 20-75 50-125 75-20O .

.

1.5-11 16-31 50-74 98-124

144-192

15-27 40 52-78 125 .

185-246 .

.

.

1 2 3

4 5

#12-#6 #I0-#I #1/0-#3/0 #4/0-#350 MCM .

.

.

.

.

3.20 3.60 4.45 4.80

2.95 3.20 3.30 4.45 5.15

,,,.. .

.

.

.

9y p e B - - ] P ' u l l V o l t a g e - - N o n r e v e r s i n g Motor Horsepower

Amperage 440-550 V

.,

1-10 15-30 20-75 50-125 75-200

1.5-11 16-31 50-74 98-124

144-192 3~)e

Motor Horsepower I'I0 15-30 20"75 50"125 75"200

NEMA Starter

208.220 v.

Size

15-27 40 52-78 125 185-246

1 2 3 4 5

Manhours 3-Phase 440-550 V. 208'-220 V. .

#14-#8 #12-#6 #I0-#I #I/0-~3/0 # 4 / 0 - # 3 5 0 MCM

.

2.10 2.40 2.70 3.90 4.50

.

.

.

2.40 3.00 3.90 4.20

C---lruU Voltage--Nonreverslng

440-$50 V.

208-220 V.

NEMA Starter Size

16-31 50-74 98-124

15-27 40 52-78 125 185-246

1 2 3 4 5

Amperage

144-192

Conductor Size

Conductor Size #14-~8 #12-#6 #10-#1 #1/0--#3/0 #4/0-#350 MCM

Manhours 3-Phase 440-550 V. 2o8.22o V

1.70 2.00 2.45 3.60 4.15

2.00 2.7O 3.60 3.90

Manhours include removing spare space cover, circuit identification, cabling, making motor load and control connections, testing, and checking motor rotation for spare units in place. Manhours exclude handling and positioning control modular umt, and remote control station. See respective tables for these time frames.

886

MOTOR CONTROL CENTERS

MODULAR Cl~a

I--Type

Full

CONTROL

B--Term_!nal

UNITS

Blool~

Provided

Volt&g~--Sonreversing

Conduotor

Conootionm

MANHOURS EACH Motor Horsepower 1-5 7-1/2 10 15 20 25 30 50 75 1 O0 480-Volt Motors 125 150 200

Manhours 3-Phase 440-55'0 V. 208-220 V

208-220 V.

NEMA Starter Size

1.5 9 11 16 21 26 31 50 74 98

15 22 27 40 52 64 78 125 185 246

1 1 1 2 2-3 2-3 2-3 3-4 3-5 4-5

#14 #14-#10 #I 4 - # 8 #12-#6 #I 0 - # 4 #8-#2 #8-#I #4-#3/0 #2-#350 MCM # I / 0 - # 5 0 0 MC M

2.10 2.10 2.40 2.40 2.40 2.40 2.70 3.60 3.90

124 144 192

310 360 480

4 5 5

#3/0 #4/0 #350 MCM

4.50 4.50 4.80

Amperage

440-550 V.

. . ,

Conductor Size

, = .

m

2.40 2.40 2.70 2.70 3.60 3.60 4.50 4.80 5.10

....

Modular unit consist of circuit breaker or switch and fuse disconnect switch, magnetic motor starter, start and stop station, two pilot lights, control transformer, and fuse. Manhours include layout, conductor connections, mdentificatmn, lacing, terminations, testing, and checking motor rotation. Manhours exclude handling and positioning control modular unit and remote control station. See respective tables for these time frames.

887

MOTOR OONTROL OJmNTERB

MODULAR

CONTROL

Class I--Type B--Terminal

UNITS

Blocks Provided

Reduoed Voltage--Nonreverslng Conduotor Connectors

Autotransformer

M A N H O U R S EACH Motor Horsepower

Amperage - 440-550 V. i 208-220 V.

I-5 7-I/2 I0 15 20 25 30 50 75 100 480-Volt Motoi's 125 150 200

1.5 9 II 16 21 26 31 50 74 98

15 22 27 40 52 64 78 125 185 246

124 144 192

310 360 480

NEMA Starter Size 1 1 1

2 2-3 2-3 2-3 3-4 3-5 4-5

4 5 5

Conductor Size

Manhours 3-Phase 440-550 V. 208-220 V

#14 #14-#10 #14-#8 #12-#5 #10--#4 #8--#2 #8-#I #4--#3/0 #2-#35O M C M #I/0-#500 M C M

#3/0 #4/0 #350 M C M

.,=,

,.,.

,,,,.

,.,,.

...,

2.40 2.40 2.40 2.40 2.70 3.60 3.90

,

4.50 4.50 4.80

2.70 2.70 3.60 3.60 4.50 4.80 5.I0 ,.=.

-=.

,

Modular units consist of circuit breaker or swltch and fuse disconnect switch, magnetic motor starter, start and stop station, two pilot lights, control transformer, and fuse and automatic transformer starter. Manhours include layout, conductor connections, identification, lacing, terminations, testing, and checking motor rotation. Manhours exclude handling and positioning control modular unit and remote control station. See respective tables for these time frames.

828

MOTOR 00NTROL

01~I:W

MODULAR Cl~s

I - - ~

CONTROL

B--Terminal

2-Speed--lB~ll

UNITS

Blooks

Provided

Volt~ge--Nonrovorslng

Oonduotor

0onneot/ons

MANHOURS EACH Motor Horsepower

208-220 V.

NEMA Starter Size

1.5 9 11 16 21 26 31 50 74 98

15 22 27 40 52 64 78 125 185 246

1 1 1 2 2-3 2-3 2-3 3-4 3-5 4-5

#14 #14-#10 #14-#8 #12-#6 #10-#4 #8-#2 f18-#1 #4-#3/0 #2-#350 MCM #1/O-#5O0 MCM

2.40 2.40 2.70 2.70 2.70 2.70 3.00 3.90 4.20

124 144 192

310 360 480

4 S 5

#3/0 #4/0 #350 MCM

4.80 4.80 5.10

Amperage 440-550 V. ,,

1-5 7-1/2 10 15 2O 25 30 50 75 100 480-Volt Motors 125 150 200

Conductor Size

Manhours 3-Phase 440-550 V. 208-220 V." 2.70 2.70 3.00 3.00 3.90 3.90 4.80 5.10 5.40

. .

Modular unit consist of circuit breaker or switch and fuse disconnect switch, magnetic motor starter, start and stop station, two pilot lights, control transformer and fuse. The exception to this unit is one or two winding starter units. Manhours include layout, conductor connections, identification, lacing, terminations, testing, and checking motor rotation. Manhours exclude handling and positioning control modular unit and remote control station. See respective tables for these time frames.

MOTOR

ACCESSORIES

0ONTROL

FOR MODULAR STARTER

C I R ~ S

888

CONTROL

MANHOI JRS EACH .....

Remote Push Button Auxiliary Contacts Pilot Lights Stations and for Interlocking Selector Switches Number Of . . . . Number of Number of Manhours Manhours Indicating Manhours Contacts Positions Positions 3

1.50 1.80

4

2.10

2

Mlin "

Main

Amperage Rating 600 800 1,200 2,000 3,000 4,000

1

2 3

1.50 1.80

2.10

1

1.50

2 3

2.40 3.60 .

Lugs

and Neutral

.

.

Device

Manhours

Transformer Limit Switch

21'i'0 2.10

.

Bloolz Conn~mtioz

Main Lugs Only Poles and Connections 3-Pole, 3-Wire 3-Pole, 4-Wire 7.50 8.60 12.60 22.80 30.80 39.90

Control Devices

9.60 10.80 16.20 30.00 40.70 51.40

Neutral Block Section 2.70 3.30 4.80 7.20 10.80 13.20

Manhours include conductor terminations and related labor operations as may be required for items as outlined. Manhours exclude handling and positioning control modular units, remote control stations and other conductor connections. See respective tables for these time frames.

880

MOTOR CONTROL OiINTIBR8

MODULAR Olin

CONTROL

H--"l'ype B--Terminal Interlooking Full

UNITS

Blooks

Auxiliary

Provided

Cont~oW

Volta4~o---Nonroveralng Connootiona

Conduotor

MANHOURS EACH NEMA Starter Size 208-220 V"

Amperage

Motor Horsepower

440-550 V

Conductor Size ....

1-5 7-1/2 10 15 20 25 30 50 75 100 480-Volt Motors 125 150 200

Manhours 3-Phase 440-550 V. 208.220 V.

1.5 9 11 16 21 26 31 50 74 98

15 22 27 40 52 64 78 125 185 246

I I I 2 2-3 2-3 2-3 3-4 3-5 4-5

#14 #14-#10 #14-#8 #12-#6 #10-#4 #8-#2 #8-#1 #4-#3/0 # 2 - # 3 5 0 MCM #1/0--#500 MCM

3.00 3.00 3.00 3.30 3.30 3.30 3.30 3.60 4.50 4.80

124 144 192

310 360 480

4 5 5

#3/0 #4/0 #350 MCM

5.40 5.40 5.70

3.30 3.30 3.30 3.60 3.60 4.50 4.50 5.40 5.70 6.00

m

Modular units consist of circuit breaker or switch and fuse disconnect switch, magnetic motor starter, start and stop station, two pilot lights, control transformer and fuse. These units include the addition of one set of interlocking contacts for each starter. Manhours include layout, conductor connections, identification, lacing, terminations, testing, and checking motor rotation. Manhours exclude handling and positioning control modular unit and remote control station. See respective tables for these time frames.

MOTOR OONTROL 0]INTBRlt

MODULAR Clams H--Type

CONTROL

C--Torminal

Interlooklng Full

UNITS

Blooks

Auxilisry

881

Provided

Contaom

Voltqe--Nomversing

Oonduotor

Oonnoot:lonm

MANHOURS E A C H Motor Horsepower

.

.

1.5 9 11 16 21 26 31 50 74 08

15 22 27 40 52 64 78 125 185 246

1 1 1 2 2-3 2-3 2-3 3-4 3-5 4-5

#14 #14--#10 #14-#8 #12-#6 #10-#4 #8-#2 #8-#1 #4-#3/0 # 2 - # 3 5 0 MCM # l / 0 - # 5 0 0 MCM

2.70 2.70 2.70 3.00 3.00 3.00 3.00 3.30 4.20 4.50

124 144 192

310 360 480

4 5 5

#3/0 #4/0 #350 MCM

5.10 5.10 5.40

440-550 V.

1-5 7-1/2 10 15 20 25 30 50 75 1O0 480-Volt Motors 125 150 200 .

208-220 V.

NEMA Starter Size

Amperage

.

.

.

.

.

.

.

Conductor Size

Manhours 3-Phase 440-550 V. 208'-220 V. 3.00 3.00 3.00 3.30 3.30 4.20 4.20 5.10 5.40 5.70

.

.

.

.

Modular units consists of circuit breaker or switch and fuse disconnect switch, magnetic motor starter, start and stop station, two pilot lights, control transformer, and fuse. These units include the addition of one set of interlocking contacts for each starter. Manhours include layout, conductor connections, Identification, lacing, terminations, testing, and checking motor rotation. Manhours exclude handling and positioning control modular unit and remote control station. See respective tables for these ume frames.

882

M O T O R C O N T I t O L C'BNTH]L:W

MOTOR

CONTROL

CENTER

PULL

BOXES

MANHOURS EACH Pull Box Size Length X Width X Depth 56" 56" 70" 70" 84" 84" 84" 84" 84"

x x x x x x x x x

36" 36" 42" 42" 36" 36" 42" 42" 42"

x x x x x x x x x

12" 18" 12" 18" 18" 24" 12" 18" 24"

112" x 36" x 30" 105" x 42" x 18"

105" x 42" x 24" 140" x 42" x 18" 140" x 42" x 24" ..

Steel Gauge

Approximate -Weight (Pounds)

Manhours

#I0 #I0 #I0 #I0 #I0 #I0 #I0 #10 #I0 #I0 #I0 #I0 #I0 #I0

258 288 348 385 406 484 412 472 533 786 660 720 840. 914

12.60 13.50 15.30 16.20 18.00 19.80 18.00 19.80 21.60 34.20 27.00 30.60 36.00 37.80 .

.

.

.

Manhours include checking out of.lob storage, handling, job hauling, distributmg, drilling and boltmg box to switchboard, and removing and reinstalling access cover. Manhours exclude fabrication, welding, or modifying boxes, field cut knockouts and mstallation of panelboard sections. See respective tables for these time frames.

Section

18

MOTOR CONTROLS AND MOTORS

This section covers as nearly as possible all operations which may be encountered in the installation of motors and starters of various sizes. The manhours listed are for labor only and have no bearing on materials which must be added in all cases if a complete labor and material estimate is to be obtained. All labor for unloading, handling, hauling, and installing has been given due consideration. We again stress the fact that the estimator should be thoroughly familiar with the Introduction of this manual before attempting to apply the manhours of the following tables.

888

884

MOTOR CONTROLS/IJ4D MOTOR8

MOTOR

STARTING For

80-Amp

SWITCHES

AC Motors

MAN HOURS EACH Type Switch & Motor

Wood

Brick

Concrete . . . . . . . . . . .

Soldered

Solderless

Soldered

Solderless

Soldered

Solderless ,,

.

J

2- Pole, Single Phase

4. 13

3. "/5

5.63

5.10

7.13

6.45

3-Pole, 3-PImse or 3-Wire, 2-Phase

4.88

4.43

6.38

5.78

7.88

7.13

4-Pole, 4-Wire, 2-Phase

5.25

4. "/3

8.75

6.08

8. 25

7. 50

MOUNTING & CONNECTING DIAL TYPE SPEED REGULATING RHEOSTATS For

2B0-Volt 8-Phase

Slil~Ring

AC lnduotion

Motors

MANHOURS EACH Motor HI)

2--

1 5

3

7 1/2 -- 10 15

Mounted on: Wood

Brick

Concrete

5.60 6.30 7.20 9.45

6.60 7.50 8.40 10. 80 12. 60

8.10 9.00 10. 05 12.45 14.10

11.10

Manhours include checkmg out of job storage, handling, job hauling, distributing, mounting svatch or rheostat, making connection and testing motor for rotation. Manhours exclude installation of conduit, pulling of wire, and mounting of motor. See respective tables for these time frames.

MOTOR CONTROLS AND MOTO]L~

STARTING For

8-Phase

885

COMPENSATORS

Squirrel

CaKe Induction

AC Motors

M A N H O U R S EACH Voltage

Motor

Mounted on:

Horsepower

Wood

Brick

Concrete

8.25 I0. 50 I I . 70 12.75 14.25 15.00 16.50 21.00

9. O0 11.25 12.45 13.50 15. O0 15.7,5 17.25 21.75

,

220 9.20 220 220 220 220 220 220

7 - 1 / 2 - 10 15 2 0 - 25 30 40 50 75 100

440 440 440 440 440 440

7-'1/2- t o - 15 20-

25

30 40 - 50 75 100

7.50 9.60 10. 80 12. O0 13.50 14.25 15. O0 19. 50 ,

,

L,

7.50 9.00 10. 50 11.25 13.50 15.00

.

.

.

.

8.25 10.50 I I . 25 12.00 14.25 15.75

9.00 11.25 12. O0 12.75 15.00 16. 50

Manhours include checking out of job storage, handling, job hauling, distributing, mounting compensator, making connections at compensator and motor, and testing motor for rotation direction. For 2-Phase. 4-Wire add 20% to manhours. Manhours exclude installation of conduit, pulling of wire, and mounting of motor. See respective tables for these time frames.

886

MOTOR CONTROLS AND MOTORS

80-AMP

AC MAGNETIC

SWITCHES

MAN HOURS EACH ,

Number

.

.

.

.

.

.

.

.

.

.

Mounted on:

of P o l e s

8-POLE

.

Wood

Brick

Concrete

7. 05

7.50

8.70

8.10

8.70

9. 90

220-VOLT

AC MAGNETIC

SWITCHES

MAN HOURS EACH .

Mounted on:

Capacity of Wood

Brick

Concrete

15

5.40

6.00

7.20

75

8.25

9.45

10. 50

150

10. 50

12.00

12.90

3OO

13.95

15.00

Switch Amperes

16.20 .

.

.

.

.

.

.

.

Manhours include checking out of job storage, handling, job hauling, distributing and installing. 30 AMP AC MAGNETIC SWITCHES: Manhours include mounting and connecting with thermal cutouts or relays used as starters for small squirrel-cage motors, for mounting and connecting push button control station and making connections at the motor and testing. 3-POLE 220-VOLT AC MAGNETIC SWITCHES: Manhours include mounting and connecting push button control station. Manhours do not include connectton at any other apparatus controlled by the switch.

MOTOR

DC MOTOR Push

Button

Controlled

AND

CONTROLS

MOTOI~

887

SWITCHES

MaKnetio

Switohes

and

Line

Switohes

MANHOURS EACH ,

Motor

Voltage

Mounted on: .

Horsepower .

.

.

.

.

.

.

.

.

.

.

.

.

.

7-t/2-

10

1-2-3-5

230 230 230

1o

7-;/2-

15

.

.

.

.

.

.

.

.

.

.

DC MOTOR Speed

Regulating

.

.

.

.

.

.

.

.

.

Wood

Brick

Concrete

10. 50 12.60 15. O0

12. O0 14.10 16.50

13.50 16.05 18.75

10. 50 12. 60 14. 55

12.00 14.10 16.05

13.50 16.05 18. O0

.

1-2-3 5

115 115 115

_

,

.

.

.

.

.

.

.

.

.

. . . . . . .

RHEOSTATS

Rheostats

Cirouit)

.

and

& SWITCHES

(Controlled

Externally

by Resistancm

Operated

in Arnlaturs

8w/toh~s

MANHOURS EACH ,,,

Voltage ,,_

,,

115 115 115 115

,

=

L

.

.

.

.

.

Wood .

,

1-1/2- 2- 3 5 7 - 1 / 2 - 10

.

.

.

.

.

Brick .

.

.

.

.

7.05 7.80

7. 95 9. O0 12.00 15. O0

7.05

7.95

10. 50 13.50

Concrete ,

9.60 10. 50 13.50 16.50 ,,

. . . . .

I/2- 3,/4- 1 1-1/~- 2- 3 s

-

Mounted on: ,

Horsepower

L

230 230 230

-

Motor

7.80 8.25 10.80

9.00 9.60

12.00

9. 60 10. 50 11.10 13.50

. . . . .

Manhours include checking out of job storage, handling, job hauling, distributing and mounting and connecting push button control station and connections at motor or mounting and making connectmns at sw, tch, rheostat and motor. Manhours exclude installation of conduit, pulling of w~re and mounting motors. See respect,ve tables for these time frames.

MOTOR CONTROLS AND M(YI~R8

888

DC MOTOR K Rheostats

Startin

swrrcHES

and Ex~msJJy

Opor&tod

Switoho8

NET MANHOURS EACH Motor

Voltage

Mounted on:

Wood

Horsepower ,

1/2- s / 4 -

115 115 115 115 115 115 .

j..,

230 230 230 230 230 230 230 230 230 230

~-i/2-

~-

5 7-;/2

1 3

Brick

Concrete

6.90

8.40 9. O0 11.55 14.55 15.45 17.70 19.05 23.10

6.90

8.40 9. O0 11.55 12.75 14.70 15.75 17.70 18.90 19.80 22.50

,

6. O0 6.75 9. O0 12. O0 12.75 15. O0 16.20 19.95

10 15 2O 25

.

,

7.50 10.05 13.05 13.80 16.05 17.05 21.45

,

i / 2 - 3/4-

1-1/2-

2-

3-4-

7-~/~. 10 15 2o 25

30-35 40 50

5

6.00

6.75

9. O0 9.90 11.86

12.90 14.86 16.05 16.95 19.20

7.50

10. 05 11.10 13.05 14.10 16.05

17.40

18.30 20. 70

Manhours include checking out of job storage, handling, job hauling, distributing and mounting and connecting at switches, rheostats, and motor. For speed regulator with shunt field weakening instead of plain starting rheostats add one (1) manhour in each case. Manhours exclude mstallauon of condmt, pulling of wires, and mounting motor. See respective tables for these time frames.

MOTOR

CONTROI~

MOTORg

AND

880

MOUNTING MOTORS A O - - 6 0 - C y o l e - - 8 . a n d 8 - P h s s e - - - 2 2 0 . 4 4 0 , or 5 5 0 V o l t s 1 7 5 0 , 1 1 6 0 , 8 7 5 , 7 0 0 , 5 7 5 , 4 9 0 . stud 4 2 0 R P M ' s MANHOURS Motor Hors~

Power

We,~t

Range {Pounds)

93-335 119-405 131-550 131-690 174-750 251-070 335-1070 405-1155 525-1235 550-2200 690-2200 750-2650 970-2650 1175-2650 1460-3100 1650-4100 2100-4750 2100-5400 440- or 500-Volt 2200-5655 iSo' 175 2500-6500 2OO 2500-6500

Gr.

~.

4.13 4.19 5.41 6.43 7.86 9.55 11.51 13.391 14.83 18.21 19.48 23.93 25.03 126.66 32.09 40.84 50.00 61.08

Floors Hesght to I0' 15' 20" . . 4.21 4.27 5.52 6.56 8.00 9.74 11.74 13.68 15.13 18.57 19.87 24.41 25.53 27.19 32.73 41.66 51.00 62.30

4.34 4.40 5.68 6.76 8.26 10.00 12.09 14.07 15.58 19.13 20.47 25.14 26.30 28.00 33.71 42.91 52.53 64.17

4.56 4.62 5.97 7.09 8.67 10.53 12.70 14.77 16.36 20.09 21.49 26.40 27.61 29.41 35.40 45.05 55.16 67.38

EACH

Manhours for Mounting on Walls or Machine Heq~ht to 25' I0' 15' 20' "' 25' . 4.87 4.95 6.391 7.59 9.28! 11.27 13.54 15.80 17.50 21.49 23.00 28.25 29.54 31.47 37.88 48.21 59.02 72.10

64.11 65.39 67.35 70.72 75.67 74.83 76.33 78.62 82.55 88.33 74.83 76.33 78.62 82.55 88.33

5.58 5.66 7.30 8.68 10.61 12.89 15.54 18.08 20.02 24.58 26.30 32.31 33.79 35.99 43.72 . . . . . -

5.60 5.77 7.45 8.85 10.82 13.15 15.85 18.44 20.42 25.08 26.82 32.95 34.47 36.71 44.60 . . . . . . . .

5.86 5.94 7.67 9,12 11.15 13.54 16.32 18.99 21.03 25.33 27.63 33.94 35.50 37.31 45.94 . . .

. . -

6.15 6.24 8.061 9.58 11.71 14.22 17.14 19.94 22.09 27.12 29.01 35.64 37.28 39.70 48.24 . . .

. . --

Ceilings Henght to 10' ~ 15' 20'

. . .

5.78 5.96 6.25 5.87 6.04 6.34 7.57 7.80 8.19 9.00 9.27 9.74 11.00 11.33 11.90 13.37 13.77 14.46 16.11 16.60 17.43 18.75 19.31 20.27 20.76 21.38 22.45 25.49 26.26 27.57 27.27 28.09 29.49 33.50 i34.51 36.23 . . . . . . . . . . . . . . . . . . . . . . .

.

"'25" 6.69 6.79 8.76 i 10.42 12.73 15.47 18.65 21.69 24.03 29.50 31.56 38.77

. . .

.

Manhours include checking out of job storage, handling, job hauling, rolling and placing or rlglgmg and ptckmg, setting, and aligning. Manhours exclude mstallatnon of fasteners or supports, conduit, sw~tches, wlnng, and c~rcmt connections. See respectnve tables for these tnme frames.

840

MOTOR CONTROL8 A N D MOTORS

MOUNTING AC--60-Oyolo---Vsa'lablo 1750,

1160,

MOTORS

8~--2-

and 8-Phmm--220,

440,

or 550 Volts

875,

700,

575,

and 490

RPM'8

MANHOURS EACH Motor Weight Range (Pounds)

Horse

eo~.er

189-350 189-350 189-600 189-780 189-780 265-1100 7-1/~ 10 355-1200 425-1400 15 575-1600 20 600-2100 25 30 830-2300 1070-2800 35 40 1365-2800 1365-3300 50 1410-4400 60 1920-4400 75 100 [ 1350-2300 440- or 500-Volt 125 [ 2190-5080

Gr.

Floors Height to 10" 15' 20'

Manhours for Mounimg on Walls or Machine Height to ,Q~' ,5' 20' 2 s ' 25'

" I

,o'

Ceilings Height to

,s'

2o"

2s'

1

1-1/~" 2 3 $

i

150 175 200

I 2750-5780 2750-6588 2750-6588-

so7587898962162 93j I 4 h ! i !

63.00164.261~.19 69.50174.36 I

73.96 [75.44177.70 81.59187.301 77.09 178.63180.99 85.04 191.001

Manhours mclude check,ng out of job storage, handling, job hauling, rolling and placmg or rigging and ptckmg, settmg, and aligning. Manhours exclude ,nstallatton of fasteners or supports, condust, swstches, wtrmg, and csrcutt connecuons. See respective tables for these ume frames.

MOTOR CONTROLS AND MOTORS

MOUNTING AO--B6-Oyole--ll-

MOTORS

and 8-Phase--S20,

1440,

7B0,

841

and 475

440,

or 650 Volts

RPM's

MANHOURS EACH Motor L Wesght

Range

Horse I

-

(Pounds)

10'

119-I 74

3.29 3.83 3.83 5.10 6.38 9.88 0.41 3.39 6.16 6.79 2.53

131-251 131-251 174-405 251-525 405-690 525-750 550-1070 690-I 155 690-1235 1070-2100 1155-2300 1460-2350 1650-2800 1650-2800 1700-2800 2200-3300 2700-5250 440- or 550-Volts -'~ 3200-5850 175 3600-5850 200 3600-6823 ,,

Floors He,ght to 15'

2 0 ~" |

5.29 3.75 4.00 4.00

3.5~ 4.1 4.1 5.52 I 6.8 0.7 1.2 4.4 7.4 8.1 4.37~ ~.73 5.9 i.04 7.35 I ~.76 6.50 I ;.03 6.78 I ;.03 6.78]

2.51 9.27

1.79 5.9 t .35 4.9

4.00

1.39 1.94 1.94 ;.25 ~.57 P.18 P.73 1.79 i.64 '.29 ~.21

/

M anhou~ for M0unt,ng on Walls or Machme Heqght to . . . . i O; 15' 20' 25' 36 06 0~ 44 08 78 73 38 22 82 78 47 32 O0

4.45 5.1r 5.1~ 6.8~ 8.61 '3.34 4.0~ 8.08 1.81 2.67 0.4~ 2.41 4.14 4.6~ 5.91

4.58 5.32 5.32 7.09 B.86 3.74 4.48 8.62 2.47 3.35 !.33 3.39 5.16 5.96 7.29

81 58 58 45 31 43 20 55 59 51 90 06 92 26 65

10'

1 1 1 2 2 ,3 3

52 25 25 O0 75 57 29 38 18 04 93 96

Ceilings He!ght ' to 15' 20'

25'

4.66 5.41 5.41 7.21 9.01 13.97 14.72 18.93 22.84 23.74 31.85 33.94 --

5.23 6.08 6.08 8.10 10.13 15.70 16.54 21.27 25.66 26.67 35.79 38.14 --

4.89 5.68 5.68 7.57 9.46 14.67 15.46 19.88 23.98 24.92 33.45 35.64 --

_1

6.08 1.36 2.28 I 8.42 ~.77 4.811 8.39 q .04 5.6011 /

/

Manhours nnclude checking out of job storage, handling, job hauling, rolling and placing or r~Ipng and pzckmg, setting, and alignnng. Manhours exclude mstallatnon of fasteners or supports, condunt, swntches, wiring, and clrcunt connections. See respectnve tables for these time frames.

842

MOTOR 0 O N T R O L 8 A N D M O T O R S

MOUNTING A0--BS-0yole--8-

MOTORS

and 8-Phmm--Variable 440.

1400,

720,

Speed--880,

or 5B0-Volts and 475

RPM's

MANHOURS EACH Motor Weight

Horse

Range

Power

(Pounds)

189-190 I 190-260 1-1/2 190-260 2 260-420 3 350-600 5 7-1/2 420-830 600-1200 10 830-1400 15 1170-1500 20 1200-2200 25 30 1400-2500 1500-2515 35 1500-2515 4O 2200-3000 5O 60 2300-3530 2500-3530 75 100 3000-5610 125 3000-6250 440- or 550-Volts 150 3500-6250 175 4100-7033 200 4800-7033

Manhours for Mounting on Walls or Machine He!ght to

....... Floors Height to Gr.

20'

i5'

10'

i5;

5.16 5.45 5.76

5.32 5.62 5.93

5.58 5.90 6.22

5.25 5.54 5.85

5.41 5.71 6.03

5.68 6.00 6.33

6.08 6.42 6.77

5.21 5.31 5.47 5.75 6.15 7.03 7.17 7.91 8.07 8.31 8.73 9.34 10.67 10.89 10.63 10.84 11.17 11.73 12.55 14.35 14.64 14.59 14.88 15.33! 16.09 17.22 19.70 20.09 17.60 17.95 18.49 19.42 20.77 23.76 24.24

7.39 11.22 15.08 20.69 24.96

7.76 11.78 15.83 21.73 26.21

7.29 11.07 14.88 20.43 24.64

7.51 11.41 15.33 21.04 25.38

7.89 11.98 16.09 22.09 26.65

8.44 12.81 17.22 23.64 28.51

3.75 3.96 4.18

20.41 24.16 25.84 30.00 30.00 37.91 45.41 46.25

i0'

15'

3.83 4.04 4.26

3.94 4.14 4.16 4.37 4.39J 4.61

20.82 24.64 26.36 30.60 30.60 38.67 46.32 47.18

20'

21.44 22.51 25.381 26.65 27.15 28.50 31.52 i 33.09 36.521 33.09 39.83 41.82 47.71 50.09 48.59 51.02 ]

25'

10'

4.43 4.67 4.93

5.06 5.35 5.64

24.09 28.52 30.50 35.41 35.41 44.75 53.60 54.59

.

27.55 32.61 34.88 40.50 40.50 51.18 61.30 .

.

15'

Ceilings Height to

.

.

28.10 33.27 35.58 41.31 41.31 52.20 62.53 . .

28.95 34.27 36.65 42.55 42.55 53.77 64.41 .

30.40 35.98 38.48 44.68 44.68 56.46 67.63 .

~20"

28.57 2943 33.82 34.84 36.18 37.26 42.00 43.26 . . . . . . . . . . .

62.91 64.17 66.09 69.40 74.26 75.00 76.50 78.80 82.73 88.53

. .

. .

. .

. .

. .

. .

. .

. .

80.84 82.46 84.93 89.18 95.42 90.00 91.80 94.55 99.28106.23 92.91 94.77 97.61 102.49109.67

. . .

. . .

. . .

. . .

. . .

. . .

. . .

. . .

30.90 36.58 39.12 45.42 . . .

25'

33.07 39.14 41.86 48.60

.

, ,

Manhours include checking out of job storage, handling, job hauling, rolling and placing or rigging and pinking, settmg, and aligning. Manhours exclude mstallatson of fasteners or supports, conduit, switches, wiring, and ctrcutt connections. See respective tables for these time frames.

MOTOR CONTROLS A N D M O ' r O l ~

M O U N T I N G

De--115-880-Volt---Constant

1750,

848

M O T O R S

Speed--Shunt

Sories--Oompound

Wound

1 1 5 0 , 8 5 0 , 6 9 0 , 5 7 5 , 5 0 0 , a n d 4 5 0 RPMTm MANHOURS EACH Manhours for Mounting on Walls or Machine Height to 25' 10' 15' 20' 25'

Motor

Horse Power

Weight Range (Pounds) .

I I-1/2 2 3 5 7-1/2 10 15 20 25 30 40 50 60 75 100 125 150 175 200

.

Floors Hetght to l 0' 15' 20'

Gr. .

125"320 170"320 185"500 185"555 230"720 320-810 500-1140 555-1995 720-2230 810-2230 810-2985 1110-3905 1140-3905 1140-3905 1500-5155 2230-6350 2085"7550 3~75.7750

3955.5050 s2ss.s4so

.

J

4.19 4.54 5.63 6.50 8.25 10.13 13.75 17.05 20.73 21.66 28.34 31.66 40.54 44.59 50.00 67.68 80.54 91.os

.

10'

Ceilings Height to 15' 2~Y .... 25'

,

4.27 4.63 5.74 6.63 8.41 10.33 14.03 17.39 21.14 22.09 28.91 32.29 41.35 45.48 51.00 69.03 82.15 92.9o

4.40 4.62 4.95 4.77 5.001 5.36 5.91 6.21 6.65 6,83 7.171 7.67 8.67 9.10 9.74 10.64 11.17 11.96 14.45 15.17 16.23 17.91 18.81 20.12 21.78 22.87 24.47 22.76 23.89 25.57 29.77 31.2(5 33.45 33.26 34.93 37.37 42.59 44.72 47.85 46.85 49.19 52.63 52.53 55.16 59.02 71.10 74.6d 79.89 84.62 88.851 05.07 9 5 . 6 9 , o 0 . , 7 I! , o 7 5 ~

, 0 2 . x ~ 0 4 . ~ s , 0 7 . 3 ~ ,,2.6~,,20.56 ~ ~o.36,~,,_.571 ~s.94,2~.74~3o.2~ I

5.66 6.13 7.60 8.78 11.14 13.68 18.56 23.00 27.99 29.24 38.26 42.74 54.73 60.20 67.50 . . .

. .

5.77 6.25 7.75 8.95 11.36 13.95 18.93 23.48 28.55 29.83 39.02 43.60 55.82 61.40 68.85 . . . . . .

. .

. .

5.94 6.44 7.99 9.21 11.70 14.37 19.50 24.18 29.40 30.72 40.19 44.90! 57.50J 63.24 70.92 . . .

. .

6.24 5.87 6.04 6.76! 6,36 6.55 8.38 7.88 8.12 9.68 9.10 9.37 12.29i 11.55 11.90 15.09 14.18 14.61 20.481 19.25 19.83 2 5 . 3 9 23.87 24.59 30.871 29.00 29.89 32.261 30.32 31.23 42.20 39.68 40.87 47.151 44.32 45.65 60.37 . . . 66.40 . . . 74.46 . . . . . . . . . . . . . . .

. .

. .

. .

6.34 6.87 8.52 9.84 12.49 15.34 20.82 25.82 31.39 32.80 42.91 47.94 . . .

6.79 7.36 9.12 10.53 13.37 16.41 22.28 27.62 33.58 35.09 45.91 51.29

. .

Manhours include checking out of job storage, handling, job hauling, rolling and placing or rtglpng and ptckmg, settmg, and aligning Manhours exclude installation of fasteners or supports, conduit, switches, wiring, and csrcmt connecuons. See respecttve tables for these, tlme frames.

Section

14 POWER TR.4

SFORMERS

This section is included for the installation of air and oil cooled transformers for the service of power equipment. For other transformers see section, Outside Construction. Manhours listed in the following tables are average of many installations for the items as outlined. T h e estimator should be familiar with the introduction to this manual prior to the application or use of these units.

844

POWHR TR~SIP'OH, MZR8

AIR AND

OIL COOL]~D TRA_NSFOR~RS @0-0yole--Slnglo

Prlm~ry

845

440

or 550

Pha~

Volm--Seoondary

115/BS0

Volta

MANHOURS EACH ,.

Type

Air Cooled

Oil Cooled

KVA Rating

Approximate Weight (Pounds)

Approximate Gallons of Oil

3S

1.5 2 3 5 7.5 10 15 25 37.5 50

47 60 9O 127 180 350 485 625 900 1,025

1 1.5 2 3 5 7.5 10 15 25 37.5 50

155 165 185 205 255 295 370 520 700 990 1,190

Manhours for Mounting on Walls or Columns Floors Heights to 10' 15' 25' |

.

.

.

.

3.30 3.85 4.40 4.95 6.20 6.60 8.80 11.20 15.40 20.90 24.20

4.20 4.70 5.25 5.75 6.90 7.65 I 0.10 13.85 17.85 25.20 28.35

4.40 4.95 5.50 6.00 7.25 8.00 10.60 14.50 18.75 26.45 29.75

4.50 5.10 5.65 6.20 7.45 8.25 10.90 14.95 19.30 27.25 30.65

5.80 6.15 6.60 7.70 840 8.80 9.90 11.20 16.50 23.10 24.30

7.05 I 7.40 7.30 7.65 8.05 8.45 8.35 ! 8.75 8.90 9.35 10.55 11.10 11.00 11.55 14.50 15.20 17.60 18.50 28.60 30.00 31.90 33.50

7.60 7.85 8.70 9.00 9.65 11.45 11.90 15.65 19.05 30.90 34.50

,

3.25 3.75 3.75 4.00 6.00 9.00 11.00 21.00 27.00 32.00 40.00

Manhours include checking out of job storage, handling,job hauling, rigging, and picking or rolling and skidding as required, setting, aligning, fastening, and connecting of transformers as outlined. Manhours exclude installation of fasteners and supports and scaffolding. See respective tables for these time frames.

846

POWHR TRA.NII~DRMHRS

AJI:t A N D O I L C O O L E D

TR.~ISFOI:tMEH, S

85-Oyole---81ngle Pr~maz'y

550

Phrase

Volts..-Seeonds~

115/280

Volts

MANHOURS EACH

Type

AIr

Cooled

KVA Rating

Approximate Weight (Pounds)

1 1.5

90 140

2 3 5 7.5 I0 15 25 37.5 50

170 250 320 450 575 630 940 1,760 2,00O

Approximate Gallons of Oil

Manhours for Mounting 0n ' Walls or Columns Floors Heights to 10' 15' 25' 4.95 6.15 6.60 8.35 8.80 9.55 13.20 15.40 22.00 27.50 36.30

6.05 7.25 8.05 8.90 10.55 12.30 17.60 18.70 27.50 36.30 46.20

6.35 7.60 8.45 9.35 11.05 12.90 18.50 19.60 28.85 38.10 48.50

6.50 7.80 8.70 9.65 11.40 13.30 19.05 20.20 29 70 39.25 49.95

~

130 4.0 6.15 6.15 7.25 1 4.0 130 180 4.5 6.60 6.60 8.05 4.5 180 1.5 240 5.0 8.35 9.35 8.35 8.90 2 5.0 240 350 6.0 8.80 6.0 8.80 10.55 3 350 450 6.5 9.55 9.55 6.5 12.30 450 5 Oil 11.5 5OO 11.20 7.5 11.5 11.20 14.50 500 Cooled 600 16.0 14.30 16.0 14.30 18.70 10 600 850 23.0 17.60 17.60 15 23.0 23.10 850 1,20O 41.0 24.20 41.O 24.20 31.90 25 1,200 1,600 40.0 26.40 37.5 40.0 26.40 35.20 1,600 2,000 25.0 36.30 36.30 50 25.0 46.20 2.000 .... ! I Manhours include checking out of j0b'storage, handling, job hauling, rigging, and picking or rolling and skidding as required, setting, aligning, fastening, and connecting of transformers as outlined. Manhours exclude installation of fasteners and supports and scaffolding. See respective tables for these time frames. ~

~~~~

S e c t i o n 16 OUTSIDE OVERHEAD SYSTEMS This section includes manhour requirements for the installation of items as may be required for outside overhead systems such as lighting and power. These time frames give consideration to all direct labor operations as may be required for the installation of the item involved all in accordance with the notes appearing with the tables. For other labor operations that may be required in conjunction with the installation of these systems see other sections and tables in this manual.

847

OUTSIDm OV/ER~

84S

fJYSTIBM8

LIGHTING

OVERHEAD STREET Polos,

St~adards,

Aooesmorles

and

MANHOURS EACH Item

Size

Manhours

Jr

POLES

30 30 35 40

6"-5"-4" 7"-6"-5" 7"-6"-5"

feet feet feet feet

20. 30 23. 15 26.00 29.25

Tubular Steel Tubular Steel Tubular Steel

7 " - 6 " - 5 " - 4 " Tubular Steel

.

.

.

.

.

.

.

.

.

.

.

.

STANDARDS 20 feet 25 feet 30 feet 35 feet 40 feet 20 feet 25 feet 30 feet 35 feet 40 feet 20 feet 25 feet 30 feet 35 feet 40 feet

23.80 26.25 28. 50 34.05 39. 40 22.25 24.60 25.20 28. 85 33.15 25. 50 27.80 30. O0 37.45 43.15

Steel Steel Steel Steel Steel Aluminum Aluminum Aluminum Aluminum Aluminum Concrete Concrete Concrete Concrete Concrete POLE ACCESSORIES

1.50 3.00

Pole Top Pins Pole Bands .

.

.

.

.

.

.

9 .

.

.

.

.

.

.

.

.

Manhours include checking out of job storage, handling, job hauling, distributing and installing poles, standards, and accessories. Manhours exclude excavation and installation of foundations and mast arms. See respective tables for these time frames.

OU'I~ID]E OV~HHAJ)

OVERHEAD

STREET

849

8Y8~8

LIGHTING

Supports M A N H O U R S EACH Item

Mamhours

Gooseneck Bracket Upsweep Bracket Upsweep Bracket Upsweep Bracket Straight Pipe Bracket Straight Pipe Bracket Straight Pipe Bracket Mast Arm Mast A r m Mast A r m Mast A r m Mast A r m Mast Arm Center Span Suspension

4.15 4.15 4.70 5.20 4. 15 4.70 5. 20 5. 55 6.00 6.50 7.40 8.30 9. 25 10. 80

Size 4 4 6 8 4 6 8 6 8 10 12 14 16

feet feet feet feet feet feet feet feet feet feet feet feet feet

MISCELLANEOUS

OVERHEAD

SERVICE

ITEMS

MANHOURS EACH ,

,,

,,

Item

i~mhours

Secondary Racks Take-Off Insulators C r o s s a r m Bracket Angle Bracket Service Racks Wire Holders Cable Holders #I and Smaller - - 0penwire #1/0 and Larger - - Openwire #1 and Smaller Service Drop Cable 41/0 and Larger Service Drop Cable

1.50 .75 75 9 .75

1.50

.75 .75 2. 25 3. 75

1.50

3.00

Manhours include checking out of job storage, handling, job hauling, distributing and installing items as outlined. Center Span Suspenslo. manhours include 5/16" guy strand, guy clamps, strain insulators, and eye bolts. Manhours exclude installation of poles and luminaires. See respective tables for these time frames.

850

O U T S D D I OVHItl-]D~UD g Y S T B M S

POLE SETTING MANHOURS EACH

E r e c t with: J,

Item

25 30 35 40 45 50 55 60 65 70 75

feet feet feet feet feet feet feet feet feet feet feet

Wood Wood Wood Wood Wood Wood Wood Wood Wood Wood Wood

Pole Pole Pole Pole Pole Pole Pole Pole Pole Pole Pole

Pike

Gin Pole

Boom o r Crane

9.75 11.44 12.87 14.56 15.99 17.42 18.85 20. 28 21.79 23.14 24.57

6.50 7.54 8.58 9.49 10.53 11.44 12.48 13.52 14.56 15.47 16.51

5.20 6.24 7.28 8.19 9.23 I0. 27 11.18 12.22 13.26 14.17 15.21

Roofing Gaining (on Ground) Cribbing --- One 6 t Log - - 6 feet deep Cribbing - - Two 6 t Log - - 6 feet deep Barrel .

.

.

.

.

.

.

.

.

.

.78 .65 3.25 7.80 1.95

m

m

,.

.

POLE ANCHORS MANHOURS EACH

[

Item

Manhours

Plate Anchors Expansion Anchors Screw Anchors

1.30 1.30 2.60

Manhours include checking out of job storage, handling, job hauling up to 2 miles, distributmg and installing items as outlined. If pole location is hard to get to and work area is limited, additional time may be required. For deadman anchors allow additional excavation time giving consideration to excavating methods and soil conditions. Manhours exclude installation of supports, accessories, wiring, and luminaires. See respective tables for these tsme frames.

OUTglDH OVI[RHI[&D w

851

GUYS N E T MANHOURS EACH

Item

Manhours

5/ill" ~

l/ll"

,,

HEAD OR STUB GUY No Strain Insulators One Strain Insulators Two Strain Insulators

3.90 5.20 8.50

4.29 5. 85 7.15

4.55 5.85 7.15

4.55 6. 50 7.80

3.25 4.55 5.85

3.90 5.20 6. 50

ARM GUY No Strain Insulators One Strain Insulators Two Strain Insulators DOWN GUY No Strain Insulators One Strain Insulators Two Strain Insulators MISCELLANEOUS Add for Sidewalk Guy Add for Guy P r o t e c t o r s Add for Strain Plates

1.95 .65 .65

Manhours include checking out of job storage, handling, job hauling up to 2 miles, distributing and placing guy strain insulator, two 3-bolt or other type guy clamp, 2 additonal clamps per strain insulator (except wood strains} thru bolts and guy hooks. Manhours are based on ground assembly where possible. Manhours exclude installation of poles, arms, supports and other accessories. See respective tables for these time frames.

852

OUTSIDB OVBRHHAD SYSTBMS

CROSS ARMS, PINS, AND SECONDARY

RACKS

MANHOURS EACH Manhours

Item

St

10'

1.69 3.77 3.50 5.85

1.69 3.77 3. 50 5.85

CROSS ARMS Single Arm Double Arm single Side or Alley Arm Double Side or Alley Arm PINS

J

.39 .26 .65 1.30

Steel Shank with Washer and Nut Wood Slumk -- Nailed Saddle P i n s

Pole Top Pins SECONDARY RACKS

.65 1.30 1.95 1.95 1.30

One Spool Two Spool Three Spool Four Spool Rack Extension .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

Manhours include checking out of job storage, handling, job hauling, distributing, and installing items as outlined. Time allowance for the placement of necessary thru bolts, carriage bolts, double-arming bolts, lag screws, and braces is included. Manhours exclude installation of poles, luminaires and wire or cable. See respective tables for these time frames.

OUTSIDH OVHRHIAD

STRINGING MANHOURS Wire

WIRE

F O R U N I T S LISTED ......

Item

#~/o #4/o

-

45'

55'

65'

75'

Copper, Bare - Copper, TBWP Copper, P o l y e t h y l e n e - ACSR, Bare ACSR, TBWP & ACSR Polyethylene

21.48 22. 74 26.78 33.76 39.48 51.06

21. 95 23.23 27.36 34. 50 40. 33 52. 16

22.64 23.96 28.22 35. 57 41.60 53.80

23.10 24.45 28.80 36.30 42.45 54.90

23.79 25.18 29.66 37.39 43.72 56.55

24.25 25.67 30.24 38.12 44. 57 57.65

Aluminum, B ~ ' e - Aluminum, TBWP & Aluminum, Polyethylene

18.69 19. 95 23.99 30.97 36. 69 48.27

19.10 20. 38 24.51 31.64 37.48 49.31

19.'/0 21.00 25.28 32.63 38.66 50.86

20. 10 31.45 25. 80 33.30 39. 46 51.90

20. 70 22.10 26. 57 34.30 40. 63 53.46

21.11 22. 52 27.10 35.00 41.411 54. 50

,.,e 24.27 29.57

- . 07 24. 80 30.21

... 25.58 31.16

so.... 26.10 31.80

5= 26.88 32.75

-. 27.40 33.39

_

#6 #4 ~A #4A

Thousand F e e t

SS'

J

#6 #4 #2

Manhours

25'

#6

#1/o ~s/o r

858

fJYSTEMS

,

,

,,

,

,

,,,,

,

,,

Copperweld, Bare Copperweld, B a r e Copperweld - Copper, Bare Copperweld - Copper, Bare ,

,

~ -, ' , ,

'

,

,|

.

.

.

.

.

.

.

.

.

,

.

Net Manhours Each

DEADENING Insulated Clevis I Suspension Insulator & Clamp 2 Suspenslon Insulators & Clamp

2. 35 3.00

INSULATORS Pin Post

1.50

Preformed Arm or Rods (l)er set)

1.50

1.50

.45

Manhours include checking out of job storage, handling, job hauling, stringing, splicing, sagging, and tieing of wire and installation of other items as listed. Manhours exclude installation of poles, supports, and luminaires. See respective tables for these time frames.

854

OUTBIDH OVHRHRAD

8YSTHMB

AERIAL

CABLE

MANHOURS FOR ITEMS LISTED Wire Size

Item

35'

M~. hours per Hundred F e e t Height to: - 35' ....... 45' 55' ~ 65' 9

9

,

,,,

9

,

. ~ 75' 9

PRIMARY - PREASSEMBLED SELF SUPPORTING - COPPER #6 #4 #2 #1/0 #2/0 #4/0 #4 #2 #1/0 #2/0 #4/0

Single Single Single Single Single Single Three Three Three Three Three

Phase Phase Phase Phase Phase Phase Phase Phase Phase Phase Phase

11.16 12. 56 13.95 16.04 18. 14 20.93 25.11 27.90 32. 09 36.27 41.85

11.40 ! 11. 76 12. 83 13.23 14.25 14.70 16. 39 16.91 18.53 19.11 21.38 22.05 25.65 26.46 38.50 29.40 32.78 33.81 37. 05 38.22 42. 75 44.10

12, 00 13.50 15.00 17.25 19. 50 22.50 3"/.00 30.00 34.50 39.00 45.00

12.36 13.90 15.45 17.77 20. 09 23.18 27.81 30. 90 35.54 40.17 46.35

12.60 14. 18 15. 75 18. 11 20. 48 23. 63 28.35 31.50 36. 23 40. 95 47.35

8.37 9.77 11.16 12.56 13.95 16. '/4

8.55 9.98 11.40 12.83 14.25 17.10

9. 00 10.50 12.00 13.50 15.00 18.00

9. 27 10.82 12.36 13.91 15.45 18. 54

9.45 11.03 12.60 14. 18 15. 75 18.90

SECONDARY & SERVICE DROP SELF SUPPORTING #6 #4 #2 #1 #1/0 #2/01

Polyethylene Polyethylene Polyethylene Polyethylene Polyethylene Polyethylene

8.82 10.29 11.76 13.33 14.70 17.64

,,,

Net Manhours Each

DEADENDING Single Phase Three Phase

4. 50 15.00

TOPPING AND SPLICING Single Single Three Three

Phase Phase Single Phase

to Single to Three Phase to to Three

Phase Phase Three Phase Phase

3.00 4.50 10. 50 lS. 50

Manhours include checking out of job storage, handling, job hauling, stringing, splicing, sagging, and tieing of wire and installation of other items as listed.

Sir~le P h a s e - Primary- Self Supporting Copper consists of one insulated conductor and one lashed bare neutral messenger.

Three Phase - P r i m a r y - Self Supporting Copper consists of three snsulated conductors and one

lashed bare neutral messenger

Secondary and Service Drop consists of two insulated conductors and one bare neutral conductor serving as supporting member. Manhours exclude installation of poles, supports, and luminaires. See respective tables for these time frames.

OUTSIDE

OVERHEAD

SYST3B]~8

86B

GROUNDING MANHOURS EACH Item

Manhours

Pole Butt P l a t e s Pole Butt Coil Driven Ground Rod o r Wire Attached to Pole Wire Attached to P o l e Wire Attached to Pole Attach Wood Molding

PRIMARY

Pipe 1 Connector 2 Cmmectors 3 Connectors

& SECONDARY

.

.

.

.

.

.

,,

.

. ..

.

.

.

.

.

.

,,

Item ,

.

, ,

.

3.00

4. 50 975

PROTECTIVE

MANHOURS .

.45 975 975 I. 50

.

EACH . ,

.

.

Manhours

. ,

,

PRIMARY Pole Top Air B r e a k Switch - - T P S T -... with Operating Mechanism and Rod Enclosed Disconnect Switches Open Disconnect Switches Enclosed Cutouts - - O n e Shot Enclosed Cutouts - - Two Shot Enclosed Cutouts - - T h r e e Shot Open Cutouts -- O n e Shot Open Cutouts - - Two Shot Open Cutouts -- T h r e e Shot Oil C i r c u i t R e c l o s e r s - - Single P h a s e (70 Ibs. ) Oil C i r c u i t R e c l o s e r s - - T h r e e P h a s e (315 Ibs. ) Heavy Duty Oil C i r c u i t R e c l o s e r s -- Single P h a s e (170 Ibs. ) Heavy Duty Oil C i r c u i t R e c l o s e r s -- T h r e e P h a s e (700 Ibs. ) Oil Switch -- Single P h a s e -- Remote Control Oil Switch -- One Single P h a s e -- Manual Gang O p e r a t e d Oil Switch -- Two Single P h a s e -- Manual Gang Operated Oil Switch -- T h r e e Single P h a s e -- Manual Gang Operated Oil Switch -- Remote Control Oil Switch - - M a n u a l Operated Lightning A r r e s t e r s SECONDARY

,

. . . .

,

45. 50 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 10. 50 18.00 15. 00 27. O0 15.00 18.00 39.00 65.00

65. 00 "/8.00 2.25

2.25 2.25

F u s e Cutouts Lightning A r r e s t o r s

.....

DEVICES

,,

_ , ,

,

,

. . . . . . . . . .

Manhours include checkmg out of job storage, handling, job hauling, distributing, and installing grounding items or protective devices as outlined. Manhours exclude installation of poles, supports, wire or cable, and luminaires. See respective tables for these time frames

856

OU'I~flDH O V H R H H A D 8 Y B T H M 8

OVERHEAD

STREET

LIGHTING

Luminaizes MANHOURS EACH ,

,

.

.

,

.

.

,,

,,

m

.

.

.

.

.

.

Item

Manhours

Radial Wave Reflector Suburban Open Pendent Incandescent with Ell or Plumbizer Side Mounted Incandescent with Slip Fitter Incandescent with Built-in Control Mercury Vapor Unit Sodium Vapor Unit Deflectors

2.60 2. 60 3. 90 3.90 5. 20 3. 90 5. 20 .65

.

.

.

.

.

Control

Installations

MANHOURS EACH Item Contactors (Oil Switches) Time Switches Photoelectric Cell Pilot Wire Relay Control Wiring

Manhours

7.80 3.15 3.15 2.60 4.55

TRANSFORMERS 10 KVA Constant Current 15 KVA Constant Current 25 KVA Constant Current

11.15 12.75 15.10

Manhours include checking out of job storage, handling, job hauling, distributing, and installing items listed

Lummalres manhours installation of wire or cable, fiber conduit, and other material as may be required to connect luminaires to street lighting circuit.

Control Wirins manhours include wiring from low voltage source to time switches, photoelectric cells, and relays, and to controllers and consists of low voltage wire and cable, fuse blocks, switches, etc. Manhours exclude installation of poles, supports, accessories, and circuit wiring. See respective tables for these time frames.

O U T S I D u ~ OV~lqHB.4dD 8 Y S T m M 8

POLE

857

MOUNTED DISTRIBUTION LINE TRANSFORMERS MANHOURS

EACH ~hq

EVA RaUng

~lr8 ,,|

Single Phase

,

Three P k ~ e

,,

3 5

8.70 9.80 11.10 11.70 14.70 17.40 90. 55 34.90 28.36 38.10 41.70

7-1/#

10 15 25

37-1/9-

50 75 100 150 200

BO. O0 31.50 34.5O 37. 5O 40. 5O 45. O0 49.50 54. O0 63. O0 72.00 81.00 90.00

40.80

iii

i

iii

i

i

DISTRIBUTION LINE REGULATORS & CAPACITORS KVA Rating ,

t=-l/=

19 25

l~-t/=

19 25 37-I12

so 62-i/=

'/5 tO0 t25

i

Manhours

Item REGULATORS Pole Mounted Pole Mounted Pole Mounted PJatform Mounted Platform Mounted Platform Mounted Platform Mounted Platform Mounted Platform Mounted Platform Mounted Platform Mounted Platform Mounted

3 3 3 3 3 3 $ $ 3

Phase Phase Phase Phase Phase Phase Phase Phase Phase

Bank Bank Bank Bank Bank Bank Bank Bank Bank

18.00 21.00 24. O0 30. O0 33. O0 37.50 41.25 52.50 80. IX) 87. 50 82.50 97.50

CAPACITORS One Single Phase Unit Two Single Phase Units Three Phase Bank Two Three Phase Banks

7.50 12. O0 18.00 33. O0

Manhours include checking out of job storage, handling, job hauling, distributing, and installing items as listed. Manhours exclude installation of poles, supports, wire or cable, luminiares, protective devices, grounding, and switching equipment. See respective tables for these time frames.

Section 16 OUTSIDE UNDERGROUND SYSTEMS This section includes manhour requirements for the installation of outside underground ducts and cables. The tables throughout this section give consideration to all labor operations as may be required for the installation of the items involved all in accordance with the notes appearing with the tables. For other labor operations that may be required in conjunction with the installation of ducts and cables, such as trenching, placing of concrete, etc., see other sections and tables included in this manual.

858

O~I~DB

UNDERGROUND

UNDERORO~

FIBER

MYMTlgM8

859

DUCTS

MANHOURS FOR UNITS L I S T E D

Item Description

Unit

Manhours requwed for Number of Ducts in Run

Size (Inches)

F Sor More

1

2

3

4

2

.o87

.079

.oTs

073

.o72

2-1/2 3 3-1/2 4-I/2

.093 .097 .104 .109 .115

.084 .087 .094 .O98 .104

.080 .083 .089 .094 .099

.079 .082 .088 .092 .097

.077 .080 .086 .090 .095

Fiber Bends

each each each each each

2'I/2 3 3-1/2 4 4-1/2

1.44 1.56 1.68 1.80 1.92

1.44 1.56 1.68 1.80 1.92

1.44 1.56 1.68 1.80 1.92

1.44 1.56 1.68 1.8O 1.92

1.44 1.56 1.68 1.80 1.92

2-1/2 3 3-1/2

1.13

1.13

1.13

1.13

1.13

Fiber Elbows

each each each each each

1.25 1.38 1.50 1.63

1.25 1.38 1.50 1.63

1.25 1.38 1.50 1.63

1.25 1.38 1.50 1.63

1.25 1.38 1.50 1.63

Fiber Duct

Lin. Lin. Lin. Lin. Lin. Lin.

Ft. Ft. Ft. Ft. Ft. Ft.

4

,,

, ,

4

4-1/2

....

Manhours include checking out of job storage, handling, job hauling, distributing, and installing ducts and fittings in pre-excavated, water-free trenches up to 3 feet deep. Manhours exclude excavating, dewatering, and placing concrete and backfill. See respective tables for these time frames.

860

OU'X'EIDB U N D I R G R O U N D

UNDERGROUND

BYBTIIM8

ASBESTOS

CEMENT

DUCTS

MANHOURS F O R UNITS L I S T E D Item Description

Size (Inches)

Unit

1

Manhours Required for Number of Ducts in Run 2 3 4

5 or More

I

Asbestos Cement Duct

Asbestos Cement Bends

Asbestos Cement Elbows

Lm. Lin. Lin. Lin. Lm. Lm.

Ft. Ft. Ft. Ft. Ft. Ft.

each each each each each each each each each each ,

.

2 2-1/2 3 3-1/2

.097 .103 .109 .116

.087 .093 .098 .105

.083 .088 .094 .100

.082 .087 .092 .098

.080 .085 .090 .096

4 4-1/2

.121 .129

.109 .116

.104 .110

.102 .108

.100 .106

2-1/2

1.56

1.56

1.56

1.56

1.56

3 3-1/2

1.68 1.80

1.68 1.80

1.68 1.80

1.68 1.80

1.68 1.80

4 4-1/2

1.92 2.04

1.92 2.04

1.92 2.04

1.92 2.04

1.92 2.04

2-1/2 3 3-1/2 4 4-1/2

1.25 1.38 1.50

1.25 1.38 1.50

1.25 1.38 1.50

1.63 1.75

1.63 1.75

1.63 1.75

1.25 1.38 1.50 1.63 1.75

1.25 1.38 1.50 1.63 1.75

,_

Manhours include checking out of job storage, handling, job hauling, distributing, and installing duct and fittings in pre-excavated, water-free trenches up to 3 feet deep. Manhours exclude excavating, dewatering, and placing concrete and backfill. See respective tables for these time frames.

OUTSID]I UNDERGROUND

UNDERGROUND

fJYfITHMB

861

CLAY DUCTS

MANHOURS FOR U N I T S L I S T E D

Item Description

Unit

Size (Inches)

Manhours Required for N umber of Ducts in Run

i

2

.132 9138 9144 .150

9

3

4

6

.138 .144 .150 --

.144 .150 .156 --

.150 .156 .174

.156 .174 .186

.174 .192 .204

.174 .192 .204

.192 .210 .222

. . . .

Ft. Ft. Ft. Ft.

3-1/4 3-1/2 4-1/4

Lin. Ft. Lin. Ft. Lin. Ft.

3-1/4 3-1/2 4-1/4

--

.156

.162

.168

--

.162

.168

.174

--

.168

.I 7 4

.192

3-I/4 3-I/2 4-1/4

1.92

1.92

1.92

1.92

1.92

1.92

Clay Duct-Single Bends

each each each

2.16 2.40

2.16 2.40

2.16 2.40

2.16 2.40

2.16 2.40

2.16 2.40

Clay Duct Slants

each each each each each each

1 Hole 2 Hole 3 Hole 4 Hole 6 Hole 9 Hole

9188 200 9 .213 .225 238 9 .289

.188 .200 .213 .225 .238 .289

.188 .200 .213 .225 .238 .289

.188 .200 .213 .225 .238 .289

.188 .200 .213 .225 .238 .289

Clay Duct

Split Clay Duct

Lin. Lin. Lin. Lin.

4-1/2

--

.

.

.

.188 .200 .213 .225 .238 .289 .

.

Manhours include checking out of job storage, handling, job hauling, distributing, and installing duct and fittings in pre-excavated, water-free trenches up to 3 feet deep. Manhours exclude excavating, dewatering, placing concrete and backfill. See respective tables for these time frames.

862

OU'I~IDH UNDIERGROUND

LEAD COVERED

SYSTIBMS

AND DIRECT

BURIAL

CABLE

MANHOURS P E R H U N D R E D F E E T Wire Size

Lead Covered Cable in Conduit I' Conductor' 3 Conductor

Direct Burial Cable " 1 Conductor" 3 C0nductor

,,

14 12 10 8 6 4

2 1

1/0 2/0 3/0 4/0 250 MCM 350 MCM 500 MCM

I

4.50 5.5 6.30 6.30 6.75 7.05 7.65 8.10 8.70 1O.5O 12.00 14.25

4.50

1.05

1.95

5.40 7.05 9.15 11.10 13.20 15.00 18.0O 20.10 22.05 24.75 27.00

1.20 1.36 1.80

2.00 2.70 4.05 4.70 5.40 6.75 9.00

2.00

11.40

12.15 12.75 15.00 16.50

Manhours include checking out of job storage, handling, job hauling, distributing, and installing conduit and cable m pre-excavated, water-free trenches up to 3 feet deep. Manhours exclude excavating, dewatering, placing concrete, placing backfill, splicing and hook-up. See respective tables for these time frames.

O~Y'J[~IDB U N D R R G R O ~ N D

600-VOLT,

TYPE RL WIRE

CABLE

8 Y B ~

868

SPLICES

MANHOURS EACH Wire Size 14 12 10 8 6 4 2 1 1/0 2/0 3/0 4/0 250 MCM 350 MCM 500 MCM

1-Conductor Cable

3.30 3.75 4.20 4.50 4.95 5.25 5.63 6.00 6.75 7.50 8.25

3-Conductor Cable 3.00 3.75 4.50 4.25 7.80 8.25 10.50 12.00 13.50 15.00 18.00 19.50

Manhours include all operations required for make-up of splice as >utlined. Manhours exclude trench earthwork, placing cable, and prouring concrete. See respective tables for these time frames.

Section

17 COMMUNICATION AND SIGNAL SYSTEMS This section includes manhour time frames for the installation of wire, cable, and various communication and signaling devices. The manhours listed are for labor only. No consideration has been given to the value of materials. Labor for checking out of project storage, handling, job hauling, and installing have been given consideration in the manhour tables for the operations as listed in accordance with the notes appearing with the tables. These manhour units are average of many projects and should be evaluated and adjusted by the estimater for use on an individual project as outlined in the Introduction of this manual.

864

C~DMMUI%"IOATION A N D 8 1 G N A L S Y S T ~ M m

LOW CONTROL

VOLTAGE WIRE AND CABLH FOR CIRCUITS AND COMMUNICATION ANNUNICIATOR SYSTEMS

865

AND

MANHOURS PER L I N E A R FOOT Conductor Description

Size and Type of Conductor

Manhours Required for Number Underfloor of Ducts and Heights to Conductors Conduits 10' 15' 25'

o.olo 0.016

o.oil 0.o~7

o.otl 0.0~7

0.013 0.019

o.o14

o.o~s

o.o~s

0.02,

0.021

0.022

Solid

0.007 0.014 0.021

#19 Solid

0.012 0.017

o.ods o.o~s 0.023 o.oi3 o.o~s

0.008 0.0~6 0.024 o.o~3 o.o~9

o.oos 0.0~ 0.024 olo~4 0.020

Rubber Insulated Telephone Copper Weld Conductor

#19 Solid TW Pair or Parallel

0.013

0.014

0.015

0.015

Rubber Insulated Telephone Bronze Conductor

#17 Solid TW Pair or Parallel

0.017

0.018

0.019

0.020

2 3

0.009

Solid #19 Solid

2 3

.22 Plastic Insulated Twisted Copper Conductor

Pl~tic InsulatedTelephone

Copper Weld Conductor

0.015

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks, attaching to fish tape or other pull-in means, pulling wire into conduit type raceway, ducts and underfloor ducts or pull-out and laying into wireways or channels or pulling over suspended ceilings or through bar joist or trusses, identifying or "polling out" the circuit conductors, and splicing or tagging for connection to terminal blocks or equipment. Manhours exclude extensive identification, "ringing out", connecting to terminal blocks or equipment, and scaffolding. See respective tables for these time frames.

866

COMMUNI(2ATION A N D S l Q N ~

LOW

8YSTlmdB

VOLTAGE WIRE AND CABLE FOR CONTROL CIRCUITS AND COMMUNICATION AND ANNUNICIATOR SYSTEMS P18~io

Insul&t~l,

Jszkot

Coppor Conduot~ra

MANHOURS PER LINEAR FOOT Size and Type of Conductor

Number of Conductors

. .

10'

15'

#22 Solid

0.011 0.013 0.014

0.012 0014 0.015

olo~2 0.015 0.016

0.013 0.015 0.016

#19 Solid

0.012 0.013 0.014

0.013 0.014 0.015

0.013 0.015 0.016

0.014 0.015 0.016

0.013 0.013 0.015 0.016 0.022 0.023 0.027 0.031

0.014 0.014 0.016 0.017 0.024 0.025 0.029 0.033

0.015 0.015 0.017 0.018 0.025 0.026 0.030 0.035

0.015 0.015 0.017 0.019 0.026 0.027 0.031 0.036

0.014 0.015 0.018

0.015 0.016 0.019

0.016 0.017 0.020

0.017 0.021

2 3

4

#22 Stranded

5 I0 12 15 25

#20 Stranded _

Manhours Required for Underfloor Ducts and Conduits

_

.

,

Heightsto

o.o~6

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks, attaching to fish tape or other pull-in means, pulling wire into conduit type raceway, ducts and underfloor ducts or pull-out and laying into wireways or channels or pulling over suspended ceilings or through bar joist or trusses, identifying or "polling out" the circuit conductors, and splicing or tagging for connection to terminal blocks or equipment. Manhours exclude extensive identification, "ringing out", connecting to terminal blocks or equipment, and scaffolding. See respective tables for these time frames.

COMMUNICATION AND SIGNAL SYSTIIM8

867

LOW VOLTAGE WIRE AND CABLE FOR CONTROL CIRCUITS AND COMMUNICATIONS AND ANNUNICIATOR SYSTEMS PIaMIo Insulated

Jaoket

Copper

Conduotorm

MANHOURS PER LINEAR FOOT Size and Type of Conductor

Number of Conductors

Manhours Required for Undedloor Ducts and Conduits

10'

Heights to 15'

25'

0.016 0.018 0.020 0.023 0.027 0.030 0.035 0.050

0.017 0.019 0.022 0.025 0.029 0.032 0.038 0.054

0.018 0.020 0.022 0.026 0.030 0.034 0.039 0.056

oo2,

0.019 0.021 0.023 0.027 0.031 0.035 0.040 0.058

0.023 0.026 0.032 0.046 0.053 0.060 0.064 0.067

o.o2, 0.024 0.027 0.034 0.048 0.055 0.063 0.066 0.070

0.024 0.028 0.035 0.050 0.057 0.065 0.068 0.072

0.029 0.036 0.055 0.063 0.076

0.030 0.037 0.057 0.065 0.079

0.031 0.038 0.059 0.067 0.081

..

#18 Stranded

2 3 4 5 7 9 12 15

2

#16 Stranded

#14 Stranded

3 4 5 7 9 12 15 19

0.019 0.021 0.024 0.030 0.043 0.049 0.056 0.059 0.062

2 3 4 7 12

0.027 0.033 0.051 0.058 0.070

o.022

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks, attaching to fish tape or other pull-in means, pulling wire into conduit type raceway, ducts and underfloor ducts or pull-out and laying into wireways or channels or pulling over suspended ceilings or through bar joist or trusses, identifying or "polling out" the circuit conductors, and splicing or tagging for connection to terminal blocks or equipment. Manhours exclude extensive identification, "ringing out", connecting to terminal blocks or equipment, and scaffolding. See respective tables for these time frames.

COMMUNICATION

868

AND SIGNAL B ~ M S

LOW VOLTAQE WIRE AND CAMLE FOR SOUND AND S~V.nED INSTBUMENTATION CIRCUITS MANHOURS PER LINEAR FOOT Conductor Description Plastic Insulated with Jacket-Braided Copper Shield-No Ground Wire .

.

.

.

.

.

Size and Type of Conductor

Number of Conductors

Manhour s Required for Underfloor Ducts and Heights to Conduits 10 ~ 15' 25'

#22 Solid #20 Stranded I#I 8 Stranded i#I 6 Stranded

0011 0.014 0.016~9

0.0~2 o.o~s 0.017 0.021

0.012 0.0~6 0.0~8 0.021

0.0~3 0.0~6 0.0~9 0.022

#22 solid

0.0~2

0.0~3

0.013

0.0~4

0.014 0.016 0.018

0.014 0.017 0.019

0.015 0.017 0.020

0.024 0.025 0.027 0.029 0.031 0.033 0.036

0.025 0.026 0.028 0.030 0.033 0.035 0.037

0.026 0.027 0.029 0.031 0.034 0.036 0.038

.

.,,

0.013 0.015 0.017

#22 Stranded

,

Plastic Insulated and Jacket-Braided Copper Shield-No Ground Wire

2 3 #20 Stranded

4

5 6 7 8

#I 8 Solid

2"

,,

0.022 0.023 0.025 0.027 0.029 0.031 0.033 0.025

#I 8 Stranded

0.026

#16 Stranded

0.035 0.039

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spoos on reel stands or racks, attaching to fish tape or other pull-in means, pulling wire into conduit type raceway, ducts and underfloor ducts or pull-out and laying into wireways or channels or pulling over suspended ceilings or through bar joist or trusses, identifying or "polling out" the circuit conductors, and splicing or tagging for connection to terminal blocks or equipment. Manhours exclude extensive identification, "ringing out", connecting to terminal blocks or equipment, and scaffolding. See respective tables for these time frames.

CO)I]IUNIC&TION

A N D SIGN2U.. g Y m T E M 6

869

LOW VOLTAGE WIRE AND CABLE FOR SOUND AND SHIELDED INSTRUMENTATION CIRCUITS MANHOURS PER LINEAR FOOT +

Conductor Description

Size and Type of Conductor

Manhours Required for Number underfloor of Heights to Ducts and Conductors x0' ns' Conduits

2s'

.,

Plastic Insulation and .... Jacket-Braided Copper Shield-With Ground Wire

#22 Solid #22 Stranded

0.016 0.017

0.017 0.018

0.018 0.019

0.019 0.020

Rubber Insulated Rubber Jacket-Braided Copper Shield-No Ground Wire

#25 Stranded

0.010

0.011

0.011

0.012

Plastic Insulated-Plastic Jacket-Braided Copper Shield-No Ground Wire

#25 Stranded

0.010

0.011

0.011

0.012

Manhours include checking out of job storage, handling, job hauling, placing wire coils or Spools on reel stands or racks, attaching to fish tape or other pull-in means, pulling wire into conduit type raceway, ducts and underfloor ducts or pull-out and laying into wireways or channels or pulling over suspended ceilings or through bar joist or trusses, identifying or "polling out" the circuit conductors, and splicing or tagging for connection to terminal blocks or equipment. Manhours exclude extensive identification, "ringing out", connecting to terminal blocks or equipment, and scaffolding. See respective tables for these time frames.

870

COMMUNICATION AND BIGNAL S Y S T E M 8

LOW VOLTAGE WIRE AND CABLE FOB SOUND AND SHIELDED INSTRUMENTATION

CIRCUrI

Plastto Insulated and Jaoket--Spirsd No Ground Wire--Copper

Wrap Shield

Conduotor

MANHOURS PER LINEAR F O O T Size and Type of Conductor

Number of Conductors

Manhours Required for Underfloor Ducts and Conduits

10'

Heights to 15'

#22 Solid

0.015 0.017

0.016 0.018

0.017 0.019

#22 Stranded

0.017 0.018 0.020 0.024

0.018 0.019 0.022 0.026

0.019 0.020 0.022 0.027

#2O Solid

0.017 0.018

0.019

o,o 8

0.019 0.020

0.020 0.021

#20 Stranded

0.018 0.019 0.022 0.026

0.019 0.021 0.024 0.028

0.020 0.021 0.025 0.029

0.021

#18 Stranded

0.019 0.020

0.021 0.022

0.022 0.023

#16 Stranded

0.023 0.024 0.027 0.028

0.021 0.022

0.025 0.026 0.029 0.030

0.026 0.027 0.030 0.031

0.027 0.028 0.031 0.032

2S ~

0.0,7 ~176176 I 0.020 0.021 0.023 0.028

0"022 0.026 0.030

I

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks, attaching to fish tape or other pull-in means, pulling wwe into conduit type raceway, ducts and underfloor ducts or pull-out and laying into wireways or channels or pulling over suspended ceilings or through bar joist or trusses, identifying or "polling out" the circuit conductors, and splicing or tagging for connection to terminal blocks or equipment. Manhours exclude extenstve identification, "ringing out", connecting to terminal blocks or equipment, and scaffolding. See respective tables for these time frames.

OO~UNIOATION

AND 81ONAL MYSTHM8

87 9

LOW VOLTAGE Wll:tE AND CABLE FOR SOUND AND SHIELDED INSTRUMENTATION

CIRCUITS Plmstio Insulation Shield--with

and

Ground

Jsokmt--Alum/num Wire--Copper

Foil

Conduotor

MANHOURS P E R L I N E A R F O O T Size and Type of Conductor

Number of Conductors

Underfloor Ducts and Conduits

Manhours Required for lo'

Heights to 15'

#22 Solid

2

3

#22 Stranded

0.017 0.019

0.018 0.020

~o,o19

0.018 0.019 0.021 0.026

0.019 0.021 0.023 0.028

O.02O 0.021 0.024 0.029

0.021 0.022 0.024 0.030

0.019 0.021 0.022 0.027

0.021 0.023 0.024 0.029

0.021 0.024 0.025 0.030

0.022 0.024 0.026 0.031

01023 0.024

0.()25 0.026

0.026 0.027

0.027 O.O28

.

#20 Stranded #18 Stranded

2 3 4 6

,?

25'

0.016 0.018

,

,

0.021

.

01o24

0.026 0.029 0.036

0.026

#16 Stranded

0.028 0.031 0.039

0.027 0.029 0.033 0.040

0.028 0.030 0.034 0.042

#i4 Stranded

0.029

0.031

0.033

0.O34

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks, attaching to fish tape or other pull-in means, pulling wire into conduit type raceway, ducts and underfloor ducts or pull-out and laying into wireways or channels or pulling over suspended ceilings or through bar joist or trusses, identifying or "polling out" the circuit conductors, and splicing or tagging for connection to terminal blocks or equipment. Manhours exclude extensive identification, "ringing out", connecting to terminal blocks or equipment, and scaffolding. See respective tables for these time frames.

872

OOMMUNIOATION AND SIGNAL SYSTHIaJ

SHIELDED

LOW VOLTAGE CABLE PAIR CABLES FOR SOUND INSTRUMENTATION

AND

MANHOURS P E R L I N E A R F O O T Conductor Description

Size and Type of Conductor

Manhours Required for

Pair Undedloor of Ducts and Conductors

Plastic Insulauon and Jacket-lndivldual paw Foil Shield and Ground Wire

Plastic Insulation and Jacket-Aluminum Foil Shield Over Cabled paws with Single Ground Wire

Heights to 15' 25'

Conduits

10'

#22 Stranded

3 6 9 11 15 19 27

0.023 0.031 0.039 0.049 0.051 0.058 0.065

0.025 0.033 0.042 0.053 0.055 0.063 0.070

0.026 0.035 0.043 0.055 0.057 0.065 0.073

0.027 0.036 0.045 0.057 0.059 0.067 0.075

#20 Stranded

2 3 4

0.023 0.028 0.030

0.025 0.030 0.032

0.026 0.031 0.034

0.027 0.032 0.035

51

0.056

0.060

0.063

0.065

,

,

#22 Solid

=.

,

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks, attaching to fish tape or other pull-in means, pulling wire into conduit type raceway, ducts and underfloor ducts or pull-out and laying into wireways or channels or pulling over suspended ceilings or through bar joist or trusses, identifying or "polling out" the circuit conductors, and splicing or tagging for connection to terminal blocks or equipment. Manhours exclude extenmve identification, "ringing out", connecting to terminal blocks or equipment, and scaffolding. See respective tables for these time frames.

COItO/UNICATION &ND SIGNAL STSTEMS

878

LOW VOLTAGE CABLE UNSHIELD~-D PAIR CABLES FOR INTERCOM AND SOUND MANHOURS P E R LINEAR FOOT Conductor Description

Manhours Required for Underfloor Heights to Ducts and Conduits 10' 15' 25'

Size and Type of Conductor

Pair of Conductors

#22 Solid

1 2 3 4 5 6 7 8 9 10 11 12 13 15 19 23 27 32 51 101

0.007 0.012 0.016 0.019 0.021 0.023 0.024 0.025 0.026 0.029 0.030 0.031 0.035 0.039 0.048 0.050 0.051 0.058 O.O64 0.093

0.008 0.013 0.017 0.021 0.023 0.025 0.026 0.027 0.028 0.031 0.032 0.033 0.038 0.042 0.052 0.054 0.055 0.063 0.069 0.I00

0.008 0.013 0.018 0.021 0.024 0.026 0.027 0.028 0.029 0.033 0.034 0.035 0.039 0.043 0.054 0.056 0.057 0.065 0.072 0.104

0.008 0.014 0.019 0.022 0.024 0.027 0.028 0.029 0.030 0.034 0.035 0.036 0.040 0.045 0.056 0.058 0.059 0.067 0.074 0.108

#22 Stranded

6 9 15 27

0.029 0.034 0.030 0.056

0.031 0.037 0.042 0.060

0.033 0.038 0.043 0.063

0.034 0.039 0.045 0.065

0.031 0.052 0.058

0.033 0.056 0.063

0.035 ' 0 . 0 3 6 0.058 0.060 0.065 0.067

Plastic Insulation and Jacket

#18 Stranded

Manhours include checking out of job storage, handling, job hauling, placing wire coils or spools on reel stands or racks, attaching to fish tape or other pull-in means, pulling wire into conduit type raceway, ducts and underfloor ducts or pull-out and laying into wireways or channels or pulling over suspended ceilings or through bar joist or trusses, identifying or "polling out" the circuit conductors. and splicing or tagging for connection to terminal blocks or eqmpment. Manhours exclude extensive identification, "ringing out", connecting to terminal blocks or equipment, and scaffolding. See respective tables for these time frames.

874

COMMUNICATION

AND SIONAL SYSTBM8

MISCELLANEOUS AUDIO CABLES COAXIAL, CLOSED CIRCUIT AND TV ANTENNA MANHOURS PER LINEAR FOOT Conductor Description

Size and Type of Conductor

Manhours Required for Number Underfloor of Ducts and Heights to Conductors Conduits 10' 15'

Plastic Jacket Copper Shielded RG/U Coaxlal Cable #22 Solid Copper Weld Closed Circmt TV CableCommunity Antenna

1

0.035

0.038

0.028

0.030 .

.,

#20 Solid Copper Weld

0.028

#14 Solid Copper

0.041

0.030

2S'

0.039

0.040

0.031

0.032

.

.

.

.

0.031

0.032

,,,

0.044

0.046

0.047

0.019

0.020

, ,

#22 Jacketed Stranded TV Antenna Lead-In

#20 Parallel Stranded Copper

0.017 Copper 0.021

0.018

0.023 0.024 0.024

Manhours include checking out of job storage, handling, job hauling, distributing, attaching to fish tape or other pull-in means where required, installing and tagging for connection. Manhours exclude connecting to outlets or equipment, and scaffolding. See respective tables for these time frames.

CO]{)kIUNIC&TION A N D S I G N A L IIIYIDTI](S

WIRE

AND CABLE

TERMINAL

CONNECTIONS

MANHOURS PER HUNDRED ! Spade Tongue Spade Tongue Ring Tongue Ring Tongue Flag Type Flag Type

87{$

....

Wire Gauge 22-18 16-14 22-18 16-14 22-18 16-14

Manhoum

Required,,, 2

~so

19.5 17.5 22.0 17.5 22.0

.,=.

..=,

_ J

Solder Connection Solder Connection Terminal Screw Connection Terminal Screw Connection "Punch-On" Insulation Piercing Conn.

22-18 16-14 22-18 16-14 22-18

.=.

,,,,.

20.0 24.5 12.5 18.0 I0.0

Code: l-Pressure Terminal Connections to terminal Strips or Blocks. 2-Direct Conductor Connections to Terminal Strips or Blocks. Manhours include checking out of job storage, handling, job hauling, distributing, and installing of connectors as outlined. Manhours exclude installation of wire or cable, equipment and scaffolding. See respective tables for these time frames.

876

COMMUNICATION

TELEPHONE

AND 81GNAL 8YfFI'H~

AND BURGLAR AND CENTRALIZED RADIO SYSTEMS MANHOURS EACH Item Type and Description

Vestibule T e!ephones Cordless Loud Speakmg Telephone Cordless Loud Speakang Telephone with Mail Box Cord and Receiver Type Telephone Cord and Receiver Type Telephone wtth Mail Box Su!te. Telephones Loud Speakmg Flush Mounted Type Loud Speaking Surface Mounted Type Cord and Recetver Flush Mounted Type Cord and Receiver Surface Mounted Type Burglar Alarm Systems Open or Closed Circutt Sprmgs Contactors Electric Matting Constant Ringing Drop Relays Centralized R.adio Systems Master Recetver and Control Turntable Record Player Preamplifier

Manhours 4.50

7.20 3.90 6.60 2.70 1.70

2.30 1.30

0.60 1.20 1.30

2.20 2.30 5.10 2.70 3.90

Manhours include checking out of job storage, handling, job hauling, distributmg, and installating of ttems as outlined. Manhours exclude installation of cwcuit conductors, conductor connecttons and scaffolding. See respective tables for these time frames.

OOMMUNI0&TION AND flIONAL 8Yfl'rBlll8

CLOCK AND PROGRAM

877

SYSTEMS

MANHOURS EACH Item Type and Description _

.

.

.

.

.

.

.

.

.

Minute Impulse TTpe Master Controller-Flush Mounted Master Controller-Surface Mounted Signal Control Board-Flush Mounted-20-Signal Signal Control Board-Flush Mounted-30-Signal Signal Control Board-Flush Mounted--40-Signal Signal Control Board-Surface Mounted-20-Signal Signal Control Board-Surface Mounted-30-Signal Signal Control Board-Surface Mounted-40-Signal Secondary Clocks-Flush Secondary Clocks-Surface Secondary Clocks-Double Face Bell or Buzzer Contained in Clock Skeleton Dial-Set and connect Mechanism and hands Skeleton Dial-Mount ring Type Hour Markings Skeleton Dial-Mount Set of Individual Hour Markings Dual Motor Type Switch Reset Control Unit Automatic -Reset Control Unit-Flush Mounted Automatic Reset Control Unit-Surface Mounted Single Circuit Program Controller-Flush Mounted Single Circuit Program Controller-Surface Mounted Multiple Circuit Program Controller-Flush Mount-2-Circuit Multiple Circuit Program C o ntroller-Flush Mount-4-C ircuit Multiple Circuit Program Controller-Flush Mount-6-Circuit Multiple Circuit Program Controller-Surface Mount-2-Circuit Multiple Circuit Program Controller-Surface Mount--4-C ircuit Multiple Circuit Program Controller-Surface Mount-6-Circuit Dual Motor Clocks-Flush Dual Motor Clocks-Surface Dual Motor Clocks-Double Face Bell or Buzzer Contained in Clock SKeleton Dial-Set and Connect Mechanism and Hands Skeleton Dial-Mount Ring Type Hour Markings Skeleton Dial-Mount Set of Individual Hour Markings

i, Manhours .

.

.

.

.

.

.

.

!.

.

.

.

.

11.70 9.90 15.60 20.40 20.00 13.80 18.00 21.60 1.90

1.10 1.30

0.40 1.40 1.3O

2.30 2.40 6.60 5.70 6.30 5.10 9.00 10.50 11.40

7.80 9.10 10.80 2.70 1.70 1.90

0.40 1.5O 1.30

2.30

Manhours include checking out of job storage, handling, job hauling, distributing, and installating of items as outlined. Manhours exclude installation of circuit conductors, conductor connections and scaffolding. See respective tables for these time frames.

878

COMMUNICATZON AND BIGNA~ S~-~TXMS

FIRE

ALARM

AND HOSPITAL SYSTEMS

SIGNALING

MANHOURS EACH Item Type and Description

Manhours

: J

Fire Alum ' S .~tems Alarm Stations-Manual Alarm Stations-Automatic Thermostat Alarm Stations-Special Outlet Box Alarm Stations-Bell Alarm Stations-Flush Horn Alarm Stations-Megaphone Horn Alarm Stations-Grille Horn Alarm Stations-Small Motor Driven Siren Alarm Stations-Chimes Alarm Stations-Annunicators-Mounting Alarm Stations-Annunciators-Per Terminal Alarm Stations-Special Rough-In Can Control panel City Auxiliary Station Hospital Signaling Systems Elapsed Time Indicator-Flush Elapsed Time Indicator-Surface Elapsed Time Indicator-Control Station In-Out Master Register-20-Name InOut Master Register-40-Name lnOut Master Register-60-Name In-Out Master Register-80-Name In-Out Master Register-100-Name In-Out Register Subannunciator-20-Name In-Out Register Subannunciator-40-Name In-Out Register Subannunciator-60-Name In-Out Register Subannunciator-80-Name InOut Register Subannunciator- 100-Name In-Out Register Subannunciator with Recall-20-Name In-Out Register Subannunciator with Recall-40-Name In-Out Register Subannunciator with Recall-60-Name In-Out Register Subannunciator with Recall-80-Name In-Out Register Subannunciator with Recall-100-Name

0.60 1.10 1.00 0.85 1.10 1.30 1.80 1.30

0'.70 1.5O

0.30 1.10

4.80 2.40

2.20 1.10 1.10 8.40 15.60 24.00 31.20 38.40 7.80 14.40 20.40 27.6O 34.80 10.50

19.20 28.80 38.40 48.OO

Manhours include checking out of job storage, handling, job hauling, distributing, and installating of items as outlined. Manhours exclude installation of circuit conductors, conductor connections and scaffolding. See respective tables for these time frames.

C O M M U N I C A T I O N A N D S I G N A L MY'MTMMM

NURSES

CALL AND

PAGING

879

SYSTEMS

MANHOURS EACH Item Type and Description Nurses Call Systen~_ Master Duty Station-I 2 Units Master Duty Station-24 Umts Master Duty Station-36 Units Master Duty Station-48 Units Annunciators-12 Units Annunciators-24 Units ,a nnunciators-36 Units Annunciators-48 Units Audible-Visible Call Bed Station Microphone-Speaker Only Audible-Visible Call with Microphone Speaker Emergency Station Explosion-Proof Station Remote Duty Station hand Set Pilot Lamps Dome Lamps Barriers Buzzers Bells Night Lights Radio Receptacle Television Receptacle Underpillow Speaker Special Rough-ln Can paging Systems Visual Selector 3-Digit Keyboard Visual Control Relay Panel Visual Annunciators-Flush Mounted Visual Annunciators-Surface Mounted Voice Selector Keyboard Voice Microphone Voice Amplifier and Power Unit Voice Terminal Connector Panel Voice Loud Speakers-Flush Mounted Voice Loud Speakers-Surface Mounted

Manhours 6.60 12.00 18.00 24.00 6.30 12.00 18.00 24.00 1.00 0.80 1.30 0.70 1.80 1.2O 0.60 0.70 O.4O 0.70 0.70 1.20

0.90 1.00 0.70 1.00

9.60 6.00 2.40 0.90 7.20 0.60 4.50 6.00 2.10 1.10

Manhours include checking out of job storage, handling, job hauling, distributing, and installating of items as outlined. Manhours exclude installation of circuit conductors, conductor connections and scaffolding. See respective tables for these time frames.

880

C O M M U N I C A T I O N ~ N D S I G N A L 8YSTHMB

INTER

COMMUNICATION

SYSTEMS

MANHOURS EACH Item Type and Description . . . .

TelephoneSystems Central Switchboard-Set and Mount in Place Central Switchboard-Connections per Pair of Terminals Local Stations-Flush Mounted Talk Back Speaker Local Stations-Surface Mounted Talk Back Speaker Local Stations-Suspended Wall Handset Local Stations-Suspended Desk Handset Local Stations-Cradle Desk Set Desk Type Intercom Systems Master Statl0n-Per Terminal Substations Public Address Systems Amplifiers-Mounting Amplifiers-Connecttng Per Terminal Microphone-Outlet Microphone-Mounting and Connecting Speakers-Flush Wall-Mounting and Connecting Speakers-Flush Ceiling-Mounting and Connecting Speakers-Surface Wall-Mounting and Connecting Trumpet Speakers-Indoor Wall-Mounting and Connecting Trumpet Speakers-Outdoor Wall-Mounting and Connecting Trumpet Speakers-Outdoor Pole-Mounting and Connecting

Manhours t

.

.

.

.

.

.

.

.

8.40 0.30 2.70 1.80 1.20 1.20

1.10

0.60 1.30

5.10 0.30 0.80 0.60 1.80 2.30 1.00 2.40 3.60 4.80

Manhours include checking out of job storage, handling, job hauling, distributing, and installing items as outlined. Manhours exclude installation of circuit conductors, conductor connection except where indicated, and scaffolding. See respective tables for these time frames.

( X ) M M U N I O A T I O N A N D 81GNAL 8 Y S T R M 8

MISCELLANEOUS

SIGNAL SYSTEM

881

DEVICES

MANHOURS EACH .

.

.

.

.

.

Item Type and Description

.

Manhours

Door Chimes Mechanical Suspended Tubes Wall Mounted

0.70

Directory Boards Directory-Medium Size

0.70

1.30 1.40

Door Openers Mortise Type Rim Type

2.30 1.20

Push Buttons and Contacts Single Push Button Push Button Panels with 1-5 Buttons Pushbutton Panels with 6-10 Buttons Pushbutton Panels with 11-15 Buttons Large Panels-Mounting Only Push Buttons on Large panels-Per Button Desk Block-6 Button Floor Tread .

.

.

.

.

.

.

.

.

.

.

.

0.40 3.30 4.50 5.70 2.30 0.30 0.50 0.60

.

Manhours include checking out of job storage, handling, job hauling, distributing, and installating of items as outlined. Manhours exclude installation of circuit conductors, conductor connections and scaffolding. See respective tables for these time frames.

888

OOM]II[;NIOATION

AND SIGNAL SYSTEMS

POWER

SUPPLY

ITEMS

MAN HOURS EACH Item Type and Description

Manhours

Transformers Door Bell Type Signaling Type-50 VA Signaling Type-100 VA Signaling Type-250 VA Signaling Type-500 VA Signaling Type-750 VA Signaling Type-1000 VA

2.30 3.30 4.50

Batteries Dry Type Storage Type

0.40 0.80

Batte~ Charges Copper Omde Rectifier Automatic type-12-Cell Copper Oxide Rectifier Automauc type-24-Cell Copper Oxide Rectifier Automattc Type-60-Cell AutomaUc Unit with Generator and Control panel-5 HP Automattc Unit with Generator and Control panel-7.5 HP Automatic Unit with Generator and Control panel-15 HP Rectifier Solenium-Telephone Type Selenium-Small Capacity Type Solenium-Single Voltage Type Selenium-Dual Voltage Type

0.70 1.20 1.40 1.80

4.80

6.00 7.50 14.70 16.80 18.90 2.30 2.30 4.50 5.70

Manhours include checking out of Job storage, handling, job hauling, distributing, and mstallating of 1terns as outlined. Manhours exclude mstallauon of circuit conductors, conductor connections and scaffolding. See respective tables for these time frames.

Section 18 ELECWRICAL INSTRUMENT INST.AIJATION This s e c t i o n c o v e r s m a n h o u r s r e q u i r e d f o r installing electrical i n s t r u m e n t a t i o n for m o n i t o r ing v a r i o u s p r o c e s s systems. T h e m a n h o u r s listed a r e for installing t h e i n s t r u m e n t s only a n d d o n o t include t i m e r e q u i r e d for t h e electrical o r m e c h a n i c a l tie-in to t h e p r o c e s s s y s t e m s . Time h a s b e e n a l l o w e d for u n l o a d i n g a n d s t o r a g e at the p r o j e c t w a r e h o u s e , c h e c k i n g j o b s t o r a g e , c a l i b r a t i n g , h a u l i n g to t h e i n s t a l l a t i o n site, installing, testing, a n d final check.

883

884

ELECTRICAL

INSTRUMENT

INSTALLATION

LOCAL-MOUNTED FLOW INSI~UMENTS MANHOURS EACH

Manhours

Item Description

Each

Fr Flow Transmitter. Electronic. D/P Cell. Foxboro Model: 823DP-For staticpressure to 3,000 psig. Range Capsule: 5-30 inches water, adjustable span. Body material: Cadmium-plated carbon steel.Process Connection: 88 or ~4 N P T female of ~4-inchSch. 80 welding neck. Output Signal: 0 to 10 V dc with Spec 200 input component control system. Electric Code: Class I,Groups B, C and D, Division 1. Enclosure: NEMA 4, watertight. Mounting: Transmitter in any orientation; input component in a Spec 200 Nest.

7.8

FI" Flow Transmitter. Electronic. D/P 0eU. Foxboro Model: E13DM--For static pressure to 2,000 psig. Range Capsule: 20--205 or 2{D-850 inches water, adjustable span. Body material: Cadmium-plated carbon steel, 2-wire system; power supply located in control panel. Electric Code: Class I, Group C & D, Division 1. Enclosure: NEMA 4, watertight. Mounting: Direct to process, or by bracket for 2-inch pipe.

7.6

Fr Flow Transmitter. Electronic. D/P Cell. Foxboro Model: EI3DH-For staticpressure to 6,000 psi. Range Capsule: 20-205 or 200-850 inches water, adjustable span. Body material: Cadmium-plated carbon steel. Process Connection. }4or ~4 N P T female or body machined for 9/16-18 Aminco fittings.Output Signal:4 to 20 m a d-c, 2-wire system; power supply located in control panel. Electric Code: Class I, Groups C & D, Division 1. Enclosure: N E M A 4, watertight. Mounting: Direct to process, or by bracket for 2-inch pipe.

7.9

Manhours include removing from storage, calibrating, hauling to erection site, installln~ testing, and final check out. Manhours do not include conduit or wiring and connecting to process system. See other electrical accounts for these time frames. Manhours do not include piping connection time. See Piping Manhour Manual for these time frames.

ELECTRICAL INSTRUMENT INSTAIA,ATION

385

FLANGED ELECTRICAL L I Q U I D - L ~ L TRANSM/TIERS MANHOURS EACH

Item Description

Manhours Each

LT Level Tr4nsmitter. Electro~c, D/P Cell Foxboro Model: E17DM. Range Capsule: 20-205 or 200-850 inches water, adjustable span. Body & Flange: Cadmium-plated carbon steel. Process Connection: High pressure--ANSl raised face modified flange; low pressure--89NFT. Flange: 3-inch, 150-1b with 5-inch flange extension. Output Signal: 4 to 20 ma d-c, 2-wire system; power supply located in control panel. Electric Code: Class I, Group C & D, Division 1. Enclosure: NEMA 4, watertight. Mounting: by flange process connection.

9.0

LT Level Transmitter, Electronic, D/P Cell. Foxboro Model: EI7DL. Range Capsule: 5-25 inches water, adjustable span. Body & Flange: Cadmium-plated carbon steel. Process Connection: High pressure-ANSI raised face modified flange; low pressure--I/2 NPT. Flange: 6-inch, 150-1b with 5-inch flange extension. Output Signal: 4 to 20 ma d-c, 2-wire system; power supply located in control panel. Electric Code: Class I, Group C & D, Division 1. Enclosure: NEMA 4, watertight. Mounting: By flange process connection.

9.2

LT LiQuid Level Transmitter. Electronic. D/P Cell Foxboro Model: E17DEMK. Range Capsule: 20-205 or 20(0850 inches water, adjustable span. Body & Flange: Cadmium-plated carbon steel. Process Connection: High pressure---ANSI raised face modified flange; low pressure---l/2 NPT. Flange: 4-inch, 150-1b with 5-inch flange extension. Diaphragm Extension: 2-inch, 3.695-inch diameter for 4-inch Sch. 80 unlined nozzle only. Output Signal: 4 to 20 ma d-c, 2-wire system; power supply located in control panel. Electric Code: Class I, Group C & D, Division 1. Enclosure: NEMA 4, watertight. Mounting: By flange process connection.

9.4

_

Manhours include removing from storage, calibrating, hauling to erection site, installing, testing, and final check. Manhours do not include installing conduit or wiring and connecting to process system. See other electrical accounts for these time frames. Manhours do not include piping connection time. See Piping Manhour Manual for these time frames.

386

ELECTRICAL INSTRUMENT INSTALLATION

E L F ~ ~ C A L LOCAI~MOUNTED LIQUID-LEVEL INSIIIUMEN'IS MANHOURS EACH

Manhours Each

Displacer Length Inches

,

,

Type

1

Type

~jpe

2

14

3.9

3.9

3.9

32 48 6O 72 84 96 108 120

5.1 6.4 7.6 8.9 10.1 11.4 12.3 14.0

5.1 6.4 7.6 8.9 10.1 11.4 12.3 14.0

5.1 6.4 7.6 8.9 10.1 11.4 12.3 14.0

......

. . . .

Note: LT or LC. Level Transmitter or Controller. Electronic. Side Mounted. External Displacement Type, Fabricated Steel Ca~e, Fisher Type 2340 electronic transmitter direct or reverse acting; 4-20 ma or 10-50 ma output signal; construction suitable for Class I, Group D, Divisions I and 2 hazardous locations mounted on a fabricated steel displacer cage. 316 SS trim; 304 SS displacer, K-Monel torque tube. DC power supply is required. Type 1: 300# flanged connections, 1 89 or 2", fabricated steel cage. Fisher Type 249B. Side-side connected. Type 2:60(0 flanged connections, 1 89 or 2=, fabricated steel cage. Fisher Type 249B. Side-side connected. Type 3: 600# screwed connections, 1 89 or 2 ~, fabricated steel cage. Top and bottom connections. Fisher Type 249B. Manhours include removing from storage, calibrating, hauling to erection site, installing, testing, and final check of the transmitters or controllers, complete with air supply filter-regulator and output gauges. Manhours do not include installing conduit or wiring and connecting to process system. See other electricalaccounts for these time frames.

Manhours do not include piping connection time. See Piping Manhour Manual for these time frames.

ELECTRICAL

INSTRUMENT

INSTALLATION

887

LOCAL-MOUNTED LIQUID-LEVEL I N S T R U M E W I S MANHOURS EACH

Manhours Each Displacer Length

Type

Type

Inches

2

3

Type

14

5.1

5.1

5.2

5.7

13

5.7

5.7

5.9

6.4

48

6.4

6.4

6.6

7.1

60 thru 96

8.2

8.2

8.6

9.3

108

8.3

8.3

8.7

9.4

120

9.0

9.0

9.2

9.9

Note: LT Qr LC. Level Transmitter or Controller. Electronic. Top-Mounted. Internal Displacer. Cast Iron

~t

Fisher Type 2340 electronic transmitter direct or reverse acting; 4-20 ma or 10-50 m a output signal; construction suitable for Class I, Group D, Divisions I and 2 hazardous locations mounted on a top-mounted displacer assembly. 316 SS trim; 304 SST displacer, K-Monel torque tube. DC power supply is required.

Type 1:4 ~ 125# flanged, Type 2:4 ~ 250# flanged, Type 3:8 ~ 125# flanged, 7~/pe 4:8 ~ 250# flanged,

cast cast cast cast

iron iron iron iron

head. head. head. head.

Fisher Fisher Fisher Fisher

Type Type Type Type

249P. 249P. 249P. 259P.

Manhours include removing from storage, calibrating, hauling to erection site, installing, testing and final check of the transmitters or controllers, complete with air supply filter-regulator and output gauges. Manhours do not include installing conduit or wiring and connecting to process system. See other electrical accounts for these time frames. Manhours do not include piping connecting time. See Piping Manhour Manual for these time frames.

388

ELECTRICAL

INSTRUMENT

INST~TION

LOCAL-MOUNTED LIQUID-L~VEL INSTRUMENrIS MANHOURS EACH

Manhours Each DisplacerLength Inches

Type

Type

Type

Type

Type

1

2

3

4

5

14

5.1

5.1

5.4

5.2

5.4

5.7 6.4 6.9 7.6 8.3

5.7 6.4 6.9 7.6 8.3

6.1 6.7 7.4 7.9 8.6

5.8 6.5

6.2

32 48 60 thru 96 108 120

.

.

.

7.1 7.7 8.4

6.8 7.4 8.1 8.9

.

Note: LT or LC. Level Transmitter or Controller. Electronic. Top-Mounted. Internal Displacer. Fabricated Steel Heads. Fisher Type 2340 electronic transmitter direct or reverse acting; 4-20 ma or 10--50 ma output signal; construction suitable for Class I, Group D, Divisions 1 and 2. Hazardous locations mounted on a top-mounted displacer assembly. 316 SS trim; 304 SS Displacer, K-Monel torque tube. DC power supply is required. Type I: 4" 150# flanged, Type 2:4 ~ 300# flanged, Type 3: 4" 600# flanged, Type 4 : 6 ~ 150# flanged, Type 5: 6" 300# flanged,

fabricated steel fabricated steel fabricated steel fabricated steel fabricated steel

head. head. head. head. head.

Fisher Type Fisher Type Fisher Type Fisher Type Fisher Type

249BR 249BE 249BR 249BR 249BR

Manhours include removing from storage, calibrating, hauling to erection site, installing, testing, and final check of the transmitters or controllers complete with air supply filter-regulator and output gauges. Manhours do not include installing conduit or wiring and connecting to process system. See other electrical accounts for these time frames. Manhours do not include piping connecting time. See P/p/ng Manhour Manual for these time frames.

ELECTRICAL

INSTRUMENT

INSTALLATION

889

LOCAI~MOUNTED LIQUID-I.EVEL INS'IRUMENTS MANHOURS EACH

Manhours Each Displacer Length Inches

Type

.....

1

2

14

5.3

5.6

32

5.9

6.2 6.8

48

6.6

60 thru 96

7.3

7.5

108

7.8

8.1

120

8.5

9.0

Note: LT or LC. Level Transmitter or Controller. Electronic. Toy-Mounted. Internal Disvlacer. Fabricated Steel Heads. _

_

Type I: 8" 150# flanged, fabricated steel head. Fisher Type 249 BP. Type 2: 8" 300# flanged, fabricated steel head. Fisher Type 249 BP. Manhours include removing from storage, calibrating, hauling to erection site, installing, testing, and final check of the transmitters or controllers. Manhours do not include installing conduit or wiring and connecting to process system. See other electrical accounts for these time frames. Manhours do not include piping connecting time. See Piping Manhour Manual for these time frames.

390

EI~CTRICAI,

INSTIgUMENT INSTAIA,ATION

LOCAL-MOUNTED PRESSURE INSI~UMEN'IS MANHOURS EACH

Item Description

Maahoum Each

PT G~u~e Pressure Transmitter. Electronic. Foxboro Model: E llGM. Range Capsule: 7.5 psi to 2000 psi adjustable span. Materials: 316 SS body and capsule. Process Connection: 88 ~ NPT female or connection block machined to accept 9/16-18 Aminco fittings. Output Signal: 4 to 20 ma d-c, 2-wire system; power supply located in control panel. Electric Code: Class I, Groups B, C & D, Division 1. Mounting: Bracket for 2-inch pipe. With mounting bracket.

7.6

PT Gauge Pressure Transmitter. Electronic. Foxboro Model: 821GM. Range Capsule: 10 psi to 600 psi adjustable span. Materials: 316 SS body. Process Connection: 88 89NPT or connection block machined to accept 9/16-18 Aminco fittings. Output Signal: 4 to 20 ma d-c, 2-wire system. Electric Code: Class I, Groups B, C & D, Division 1. Mounting: Bracket for 2-inch pipe.

7.6

PT Al~olute Pressure Transmitter. Electronic. Foxboro Model: E11AH. Range Capsule 20-200 or 40-400 psi, adjustable span maximum overrange to 350 and 750 psi respectively. Body Material: 316 SS. Process Connection: ~ NPT female. Output Signal: 4 to 20 ma d-c, 2-wire system; power supply located in control panel. Electric Code: Class I, Groups B, C & D, Division 1. Enclosure: NEMA 4, watertight. Mounting: Bracket for 2-inch pipe. With Mounting Bracket.

7.6

Manhours include removing from storage, calibrating, hauling to erection site, installing, testing, and final check of the transmitter pressure gauges. Manhours do not include installing conduit or wiring and connecting to process system. See other electrical accounts for these time frames. Manhours do not include piping connecting time. See Piping Manhour Manual for these time frames.

ELECTRICAL INSTRUMENT INSTALLATION

391

LOCAL, MOUNTED TEMPERATURE I N S T R U M E ~ MANHOURS EACH

Transmitter Model

Basic Package: E 93-A E93-B Add for. Surface Mounting Element Mounting

Manhours Each 7.6 7.6 1.2 1.8

Note: TF Temnerature Transmitter. Blind. Electronic. Foxboro Model: E93 Series. Electric Code: Class I, Division 2. Output Signal: 4 to 20 ma d-c proportional to the measured temperature or temperature difference. Output is linear with millivolt input signal from thermocouple temperature sensors of other d-c mV sources. 2-wire system; power supply located in control panel. The transmitter is available in two versions; the E93-A is non-isolated and the E93-B provides electrical isolation between input and output. Manhours include removing from storage, calibrating, hauling to erection site, i/~ta~Lng, testing, and final check. Manhours do not include conduit or wiring and connecting to process system. See other electrical accounts for these time frames.

392

ELECTRICAL INSTRUMENT

INST~TION

LOCAL-MOUNTED TEMPERATURE INSTRUMENT MANHOURS EACH

Manhours Transmitter Description

Each

TTI Temverature Indicatin~ Transmitter. Electronic. Foxboro Model: _

E45P Series, Electric Code: Class I, Division 2. Output Signal: 4 to 20 ma d-c, 2-wire system; power supply located in control panel. Mounting: Universal bracket for surface or 2-inch pipe. Scale: Eccentric. Thermal System: Class IIIB, gas pressure. Bulb: 316 SS, fLxed union with 8" bendable extension. Bushing: Plain, 316 SS, ~ NPT. Tubing: 5 feet, ~4-inch OD 316 SS. Temperature Ranges: 450 ~ F to + 1000~ F (270 ~ C to + 535 ~

11.4

Manhours include removing from storage, calibrating, hauling to erection site, installing, testing, and final check. Manhours do not include conduit or wiring and connecting to process systent See other electrical accounts for these time frames.

ELECTRICAL

INSTRIYI~ENT INST~TION

898

CONTROL PANEL INSTALLATION C o n t r o l p a n e l s a r e u s u a l l y f a b r i c a t e d b y a s u b c o n t r a c t o r w h o s p e c i a l i z e s in this t y p e o f w o r k . T h e i n s t r u m e n t s t h a t a r e to b e i n s t a l l e d o n t h e p a n e l b o a r d o r c a b i n e t a r e u s u a l l y f u r n i s h e d to t h e s u b c o n t r a c t o r b y t h e g e n e r a l contractor. P a n e l b o a r d s a r e u s u a l l y f a b r i c a t e d in s e c t i o n s u p to a p p r o x i m a t e l y 12"0" in length. To u n l o a d c o n t r o l p a n e l f r o m carrier, m o v e i n t o p o s i t i o n , a n d s e t o n foundation. P e r l i n e a r f o o t of c o n t r o l b o a r d l e n g t h . . . . . . . . . . . . . . . . . .

1.5 m a n h o u r s

If m o r e t h a n o n e s e c t i o n of c o n t r o l p a n e l is r e q u i r e d , a d d a d d i t i o n a l t i m e for e a c h c o n n e c t i o n . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.5 m a n h o u r s

394

ELECTRICAL INSTRUMENT

INSTALLATION

CONNECrING E L E ~ C A L

PANEI~OARD INSIRUMENI~

MANHOURS EACH Manhours Each

Description Hand .Control Station with auto./man, sw. Auto. position from remote source man. position local adjustment

2.2

Recorder/Hand Control Station with auto/man, sw., 4" chart, one pen two pens three pens

7.7 8.8 9.9

Indicator/Hand Control Station with auto./man, sw., single point two points three points

3.3 4.4 5.5

Indicator.

single point two points three points

1.7 2.8 3.9

Indicator Controllers Mechanical $etvoint for local adjustment with integral front access mode adjustment, auto./man, transfer sw., and 3" output meter, single point. proportional plus fast reset proportional plus reset plus rate for two points, add

6.6 6.6 1.7

Electrical Se~voint for both local and remote adjustment with integral front access mode adjustment, auto./man, transfer sw., and 3~ output meter, single point. proportional plus fast r~eset proportional plus reset plus rate for two points, add

6.6 6.6 2.2

Ratio Setpoint with ratio indicating pointer for local ratio adjustment with integral front access mode adjustment, autoJman, transfer sw., and 3" output meter, single point~ proportional plus fast reset proportional plus reset plus rate for two points, add

6.6 6.6 2.2

Recorder 4" chart, speed h"/hour, one pen two pens three pens

2.2 3.3 5.0

Panel-Mounted Electronic Accessories. Thermocouv|e amplifier accepts thermocouple inputs and converts them to 1-5 volts DC, up or down scale burn out protection, automatic cold junction compensation complete with rear panel mounting case Panel Meter ~;cal~ 2.7" long, horizontal or vertical, range 4-20 ma DC or 10-50 ma DC, 0-100 Linear, or 1-1000 square root. ,

.

.

.

.

.

.

.

.

.

.

.

.

.

.

2.2 2.2

.

Manhours mclude making electrical terminations at rear of panel, calibrating, checking, adjusting, testing, and comnussiomng of electrical instruments. Manhours for installing mr supply piping and air signal lines from control panel to remote instruments are not included. See Piping Manhour Manual for these manhours. Manhours do not include installing conduit, wire, and wiring from control panel to remote instruments. See other electrical accounts for these time frames. No manufacturer's representatives are included in the above manhours.

Section 19 ANCHORS, FASTENERS, HANGERS, AND SUPPORTS This section provides manhour units for the installation of anchors, fasteners, hangers, and supports for stabilization or holding in place various items described throughout this manual. These manhour units are averages, compiled from many projects and are generally representative for the type of construction that the item is normally used in or with. For example, beam clamps are used in conjunction with structural steel framing, toggle bolts with hollow masonry, drywall or plaster, etc. We therefore caution the estimator to adjust and apply these units with discretion. In applying the manhour units that appear in the following tables consideration must be given to the various items that may affect the overall productivity of the chosen crew and location for the individial project. A method that may be used to obtain this evaluation is outlined in the Introduction of this manual for the convenience of the estimator.

395

896

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

MI~ELLANEOUS

ANCHORS

AND BOLTS

MANHOURS EACH

H

V

Manhours for He~h t to 15' 20' H V H V

1/8" 3/16" 1/4" 5/16" 3/8" 1/2"

.~6 .16 .20 .2o .23 .23

.~9 .~9 .24 .24 .2~ .27

.~7 .17 .22 .22 .25 .25

.2~ .2~ .26 .26 .29 .29

.~8 .~8 .23 .23 .26 .26

I / 4 't

5/16"

.~s .~5

.~s .~s

.~6 .16

.~9 .~9

Machine Screw Anchors

#6 #8 #I0 #12 I/4"

.21 .21 .24 .24 .28

.25 .25 .28 .28 .33

.23 .23 .26 .26 .30

Lead Anchors

#6 #I0 #16 #20

.22 .24 .28 .31

.26 .28 .33 .37

.24 .26 .30 .33

Plastic or Fiber Anchors

#6 #8 #I0 #12 #14 #16 #20

Item Description

Toggle Bolts

Hollow Wall Anchors

Size

I 0'

25' H

V

.22 .22 .2~ .27 .30 .30

.~9 .~9 .24 .24 .27 .27

.23 .23 .28 .28 .3 .31

.~7 .~7

.20 .20

.~8.~8

.2~ .2~

.27 .27 .30 .30 .36

.24 .24 .27 .27 .31

.28 .28 .31 .31 .37

.25 .25 .28 .28 .32

.29 .29 .32 .32 .3S

.28 .30 .36 .40

.25 .27 .31 .35

.29 .31 .37 .42

.26 .28 .32 .36

.30 .32 .38 .43

H-Horizontal, V-Vertical Manhours are for wall and ceiling construction and are average for the type of construction that the item ~s normally used in. For example, Toggle Bolts are for use in drywall, plsater or suspended ceilings, etc. Manhours include checking out of job storage, handling, job hauling, and installing of items as listed. For Items inserted in floors, use 75% of horizontal manhours. Manhours exclude scaffolding. See respective table for this time frame.

897

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

EXPANSION

AND

SELF-DRILL

ANCHORS

MANHOURS EACH Item Description

Lag Expansion Shields

Size

"a

i 0'

~/

Manhours for Height to 15' 20' a V a ~r

a

.29 .42 .53 .53 s9 7s

.36 .52 .65 .65 73 9~

.31 .45 .57 .57 64 .so

.37 .53 .67 .67 7s 94

.27 .39 .49 .49 ss 69

.32 .46 .58 .58 6s s~

I/4" 3/8" 1/2" 5/8" 3/4" 7/8"

.27 .39 .49 .49 .55 .69

.32 .46 .58 .58 .65 .81

.29 .42 .53 .53 .59 .75

.3S .50 .63 .63 .70 .87

.30 .44 .55 .55 .62 .78

.36 .52 .65 .65 .73 .91

.31 .45 .57 .57 .64 .80

.37 .53 .67 .67 .75 .94

5/16"

1/4"

.14 .14

.17 .17

.15 .15

.18 .18

.16 .16

.19 .19

.17 .17

'20 .20

I/2" S/8" 3/4" 7/8"

.21 .27 .27 .32

.25 .32 .32 .38

.23 .29 .29 .35

.27 .35 .35 .41

.24 .30 .30 .36

.28 .36 .36 .43

.25 .31 .31 .37

.29 .37 .37 .44

3/8"

Self-Drill Anchors

V

1/4" 3/8" 1/2" 5/8" 3/4" 7/s"

.

Single or Double Expansion Shields

25'

.

.21

.

.

.2s

.

.

23

.35 .50 .63 .63 70 s7 .

.

.27

.30 .44 .S5 .SS .~2 7s .

.

.24

28

.2s

.29

.

H-Horizontal, V-Vertical Manhours are average for solid masonry or concrete wall and ceiling construction. Manhours include checking out of job storage, handling, job hauling, and installing of items as listed. For items inserted in floors, use 75% of horizontal manhours. Manhours exclude installation of scaffolding. See respective table for this time frame.

398

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

CONCRETE

INSEB~ PINES

AND POWDEB AND STUI~

ACTUATED

MANHOURS EACH Item Description

. . Size 1/4" 3/8"

.

.

.

. . 10' H V

Manhours for Height to ~" 15'" 20' H ...."V H V

5/8" 3/4"

.29 .29 .32 .32 .35

.34 .34 .38 .38 .41

.31 .31 .35 .35 .38

I/8" 5/32" 11/64" 3/16"

.09 .09 .09 .09

.II .II .II .II

.I0 .I0 .I0 .I0

Powder Actuated External Threaded Studs

5/32" 3/16" 9/64" I/4" 5/16" 3/4"

.14 .14 .14 .14 .14 .14

.17 .17 .17 .17 .17 .17

.15 .15 .IS .IS .IS .IS

.18 .18 .18 .18 .18 .18

Powder Actuated Internal Threaded Studs

3/16" 11/64" I/4" 5/16" 3/4"

.14 .14 .14 .14 .14

.17 .17 .I 7 .17 .17

.IS .IS .IS .15 .15

.18 .18 .18 .18 .18

Concrete Inserts

1/2"

.37 .37 .41 .41 .45 .

Powder Actuated Drive Pins

.

.

.

.

.

.

H

V

138 .38 .43 .43 .46

.34 .34 .37 .37 .40

.40 .40 .44 .44 48

.13 .13 .13 .13

.12 .12 .12 .12

.14 .14 .14 .14

.16 .16 .16 .16 .16 .16

.19 .19 .19 .19 .19 .19

.17 .17 .17 .17 .17 .17

.20 .20 .20 .20 .20 .20

.16 .16 .16 .16 .16

.19 .19 .19 .19 .19

.17 .17 .I 7 .17 .17

.20 .20 .20 .20 .20

.33 .33 .36 .36 .39 .

.12 .12 .12 .12

.

.II .II .II .II .

.

L 25'

.

.

. . . . .

,

H-Horizontal, V-Vertical Manhours are average for solid masonry or concrete wall and ceiling construction. Manhours include checking out of job storage, handling, job hauling, and installing of items as listed. For items inserted in floors use 75% of horizontal manhours. Manhours exclude installation of scaffolding. See respective table for this time frame.

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

399

CHANNEL INSERTS, CONTINUOUS CHANNEL INSERTS, AND CHANNEL SUPPORTS CHANNEL INSERTS AND SUPPORTS MANHOURS EACH Item Description

Channel Size (Inches)

H "

Channel Inserts

3/4 3/4 3/4 3/4 3/4 1-I/2

x x x x x x

1-1/2 1-I/2 1-1/2 1-I/2 I-I/2 I-I/2

I-I/2 x I-I/2

1-I/2 x 1-1/2 1-I/2 x 1-I/2 1-I/2 x 1-1/2 .

.

.

.

.

.

x 12 x 24 x 36 x 48 x 60 x 12 x 24 x 36 x 48 x 60 .

Channel "'U" Support Channel Angle Support

M a n h o u ~ for He~rht to 2O' 15' H V H V

i0' V

0.28 0.40 0.56 0.83

0.33 0.44 0.66 0.98

1.02

1.20

1.10

1.30

1.15

0.26 0.37 0.52 0.77

0.31 0.41 0.61 0.91

0.33 0.44 0.66 O.98

0.29 0.42 0.58 0.86

1.02

1.20

0.28 0.40 0.56 0.83 I.I0

0.35 0.46 0.69 1.02 1.35 0.35 0.46 0.69 1.02

1.30

1.15

0.22

0.26

0.24

0.22

0.26

0.24

0.26 0.37 0.52 0.77

0.31 0.41 0.61 0.91

,

0.29 0.42 0.58 0.86

H

25'

V

0.30 o.36

1.35

0.30 0.43 0.60 0.89 1.18

0.47 0.71 1.05 1.39 0.36 0.47 0.71 1.05 1.39

0.28

0.2.5 0.29

0.26

0.30

0.28

0.25

0.26

0.30

0.29

_.

0.43 0.60 0.89 1.18

Ohsnnel

Oontinuous

MANHOURS P E R L I N E A R FOOT Channel Size (Inches)

H

3/4 x 1-1/2 1 x 1-1/2 1-1/4 x 1-1/2 1-1/2 x 1-1/2

.28 .28 .28 .28

Item Description ,

Continuous Channel Inserts

.

lo'

v

Manhours for He!ght to 15' 20' H V H V

H

.33 .33 .33 .33

30 9 .30 .30 .30

.32 .32 .32 .32

--

.36 .36 .36 .36

.31 .31 .31 .31

2s'

:

.37 .37 .37 .37

L

V

.38 .38 .38 .38

H-Horizontal, V-Vertical Manhours are average for concrete wall and ceiling construction. Manhours include checking out of job storage, handling, job hauling, and installing items as listed. For items inserted in floors use 80% of horizontal manhours. Manhours exclude installation of scaffolding. See respective table for this time frame.

400

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

CONDUIT

STRAP

SUPPORTS

MANHOURS EACH Conduit Size

Item Description

1-Hole Strap Supports

1/2" 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 5" 6"

...... 10' . . H V

Manhours for HeiGht tO. 15' 20' . . . . H...... V H V

.02 .02 .02 .03 .03 .04 .04 .06 .08 .11 .I 6 .21

.02 .02 .02 .03 .03 .04 .04 .06 .08 .12 .17 .23

.03 .03 .03 .04 .04 .05 .05 .07 .09 .12 .19 .25 ,

.03 .03 .03 .04 .04 .05 .05 .07 .09 .13 .21 .27

.03 .03 .03 .04 .04 .05 .05 .07 .08 .12 .18 .24

.04 .04 .04 .05 .05 .06 .06 .08 .10 .13 .22 .28

. .

25 ~

H

V

.03 .03 .03 .04 .04 .05 .05 .07 .09 .13 .19 .25

.04 .04 .04 .05 .05 .06 .06 .08 .10 .14 .23 .29

1/2" 3/4" 10,

1-1/4" 1-1/2" 2-Hole Strap Supports

2"

2-1/2" 3"

3-1/2" 4" 5" 6"

H-Horizontal. V-Vertical Manhours include checking out of job storage, handling, job hauling, and installing strap support anchors for the size conduit as listed. Manhours exclude installation of conduit and scaffolding. See respective tables for these time requirements.

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

STRUCTURAL

STEEL

BEAM

CLAMPS

AND

401

BOLTS

M A N H O U R S EACH

Item Description

Size

0.35 0.43 0.43 0.50

0.38 0.46 0.46 0.54

0.39 0.48 0.48 0.56

0.40 0.50 0.50 0.58

3/8" 1/4" 1/2" 5/8" 3/4"

0.42 0.42 0.42 0.48 0.48 0.50

0.45 0.45 0.45 0.52 0.52 0.54

0.47 0.47 0.47 0.54 0.54 0.56

0.49 0.49 0.49 0.56 0.56 0.58

1/2" 5/8" 3/4"

0.35 0.35 0.43 0.43 0.50 0.50

0.38 0.38 0.46 0.46 0.54 0.54

0.39 0.39 0.48 0.48 0.56 0.56

0.40 0.40 0.50 0.50 0.58 0.58

3/8" 1/2" 5/8" 3/4"

0.50 0.55 0.65 0.76

0.54 0.59 0.70 0.82

0.56 0.62 0.73 0.85

0.58 0.64 0.75 0.88

2-1/2" 3" 4" 6" ,,

12"

1"

3/16" 1/4" I

t

Drill and Tap Steel and Bolt

25'

1/4" 3/8" 1/2" 5/8"

2"

i

i

0.32 0.32 0.40 0.49 0.49 0.64 0.64 0.75 0.75 0.84 1.02 1.19 1.37

3-1/2"

Drill and Bolt Through Steel

|

0.31 0.31 0.39 0.47 0.47 0.62 0.62 0.73 0.73 0.82 0.99 1.16 1.33

1-1/4" 1-1/2"

Structural Steel Clamps

[

0.30 0.30 0.38 0.45 0.45 0.59 0.59 0.70 0.70 0.79 0.95 1.11 1.27

1"

Rod Beam Clamps

Manhours for Height to 15' 20'

0.28 0.28 0.35 0.42 0.42 0.55 0.55 0.65 0.65 0.73 0.88 1.03 1.18

1/2" 3/4"

Adjustable or Hinged Beam Clamps

10'

3/8"

Manhours include checking out of job storage, handling, job hauling, and installing item as outlined. Manhours exclude installation of scaffolding and other items. See respective tables for these time frames.

402

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

HANGER

CHANNELS

.4d~D ] R O D S

MANHOURS EACH Item Description

Channel or Rod Length ,,

12" 3/4" x 1-1/2" Channel

18"

24" 30"

Manhours for Height to 10'

15'

20'

25'

.12 .13 .14 .16 .18

.13 .14 .15 .17 .19

.14 .15

.15 .16

.16 .18 .20

.17 .19 .21

.16 .17 .18 .20

.17 .18 .19 .21

,_ ,I

12" 1-1/2" x 1-1/2" Channel

18"

24" 30" ,p

3/8" or 1/2" R o u n d Hanger Rods

12" 18"

24" 30" 36" 6 'p

5/8" or 3/4" R o u n d Hanger Rods

12" 18"

24" 30" 36"

,

.14 .15 .16 .18 .21

.19 .23

.II .12 .13 .14 .16 .18

.12 .13 .14 .15 .17 .19

.14 .15 .16 .17 .20 .22

.15

.16

.17

.15 .16 .17 .18 .22 .24

.24

.25

.13 .14 .15 .16 .18

.14 .15 .16 .17

.20

.i6

.17 .18 91 9

.23 .25

.19 .21

.17

.18 .19 .20 .24

.26

Manhours include checking out of job stora'ge, lmndlit~g, job hauling, and installing items as outlined. Manhours exclude installation of conduits, ducts, and scaffolding. See respective tables for these time frames.

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

CONDUIT

AND

PIPE

403

CLAMPS

MAN HOURS EACH Conduit Size

Item Description Right Angle, Paralid and Edge Conduit Clamps

3-1/2" 4"

0.95

I-1/4" 1-1/2"

0.30 0.30 0.41 0.41 0.47 0.47 0.61 0.61 0.77

0.32 0.32 0.44 0.44 0.51 0.51 0.66 0.66 0.83

1-1/4" 1-1/2"

2"

2-1/2" 3"

2"

2-1/2" Riser Pipe Clamps

o3o

0.54 0.76 0.76 1.03

3/4" 1"

'

Manhours for Height to 15' 20'

0.28 O.28 0.31 0.35 0.35 0.50 0.50 0.70 0.70

|/2"

"

10"

3"

3"1/2" 4" 5" 6 tp

0.30 0.33 0.38 0.38

0.54

o13

0.31 0.35 0.39 0.39 0.56 0.56 0.79 0.79

1.07

0.34

0.34 0.46 0.46 0.53 0.53 0.69 0.69 0.86

25' 0.32 0.32 0.36 0.40 0.40 0.58 0.58

0.81 0.81 1.10

0.3s

0.35 0.47 0.47 0.54 0.54 0.71 0.71 0.89

Manhours include checking out of job storage, handling, job hauling, and installing clamps as outlined. Manhoura exclude installation of conduits and scaffolding. See respecUve tables for these time frames.

404

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

CONDUIT, CABLE, AND RING HANGERS MANHOURS EACH Item Descriptton

Conduit Size

10'

1/2"

3/4" 1"

Condmt and Cable hangers

1-1/4" 1-1/2" 2"

2-1/2" 3"

3-1/2" 1-1/4" 1-1/2" 2"

Ring and Adjustable Ring Hangers

2-1/2" 3"

3-1/2" 4" 5" 6"

,...~

Manhours for Height to 20' 15'

0.28 0.28 0.31 0.35 0.35 0.50 0.50 0.70 0.70

0.30 0.30 0.33 0.38 0.38 0.54 0.54 0.76 0.76

0.31 0.31 0.35 0.39 0.39 0.56 0.56 0.79 0.79

0.32 0.36 0.40 0.40 0.58 0.58 0.81 0.81

0.28 0.28 0.35 0.35 0.50 0.50 0.70 0.70 1 .O9

0.30 0.30 0.38 0.38 0.54 O.54 0.76 0.76 1.18

0.31 0.31 0.39 0.39 0.56 0.56 0.79 0.79 1.22

0.32 0.32 0.40 0.4O 0.58 0.58 0.81 0.81 1.26

Manhours include checking out of job storage, handling, job hauling, and mstaUing hangers as outlined. Manhours exclude installation of conduit or cable and scaffolding. See respective tables for these time frames.

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

CONDUIT SUPPORTS,

STRAPS,

405

AND HANGERS

MANHOURS EACH Item Descripuon

Conduit Size or Hanger Length

Manhours for Height to 10'

15'

20'

25'

.28 .28 .35

.30 .30 .38

.31 .31 .39

.32 .32 .40

3/4" 1"

.42 .42 .51

.45 .45 .55

.47 .47 .57

.49 .49 .59

1/2" 3/4"

.64 .64

.69 .69

.72 .72

.74 .74

1/2"

.02 .02 .02 .03 .03 .04 .04 .06 .08 .11 .16 .21

.02 .02 .02 .03 .03 .04 .O4 .06 .08 .12 .17 .23

.03 .03 .03 .04 .04 .05 .O5 .07 .09 .13 .18 .24

.03 .03 .03 .04 .04 .05 .05 .07 .09 .14 .19 .25

.03 .04 .06 .O7 .O9 .12

.04 .05 .07 .08 .10 .13

.04 .05 .07 .08 .10 .14

1/2" 3/4"

1-Conduit Support

1" 1/2"

2-Conduit Support 4-Conduit Support

3/4" 1"

Conduit Channel Straps

1-1/4" 1-1/2" 2" 2-1/2" 3"

3-1/2" 4 e' 5" 6"

Slotted Conduit Hangers

6" 8" 12" 16" 20" 24"

t

!

.03 .04 .06 .07 .09

L

i

.11

! !

Manhours include checking out of job storage, handling, job hauling and installing supports, straps, and hangers as outlined. Manhours exclude installation of conduit and scaffolding. See respective tables for these time requirements.

406

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

BUS DUCT WALL

BRACKETS

MANHOURS R E Q U I R E D EACH Item Description

Bracket Size 6'"

pp

Channel Wall Brackets

10" 12" 14" 16" 18"

20" 24" 6 pp 8 t,

Gusset Wall Brackets

10" 12" 14" 16" 18" 20" 24"

Manhours for He,,tght to 15' 20'

10 I

.23 .26 .28 .30 .33 .35 .38 40 43

.25 .28 .30 .32 .36 .38 .41 .43 46

.26 .29 .31 .34 .37 .39 43 45 .48

.26 .28 .30 .33 .35 .38 .40 .43 .49

.28 .30 .32 .36 .38 .41 43 .46 .53

.29 .31 .34 .37 .39 .43 45 .48 .55

. .

25'

27 .30 .32 .35 .38 40 44 .46 .50

.30

.:32 .:35 .38 40 .44 46 .50 .57

Manhours include checking out of job storage, handling, job hauling, and installing brackets as outlined. Manhours exclude mstallatton of duct and scaffolding. See respective tables for these time frames.

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

BUS

DUCT HANGERS

AND

407

SUPPORTS

MANHOURS EACH Item Description

Bus Duct Hangers

10'

225-AMP 400-AMP 600-AMP 800-AMP 1000-AMP 1350-AMP 1600-AMP 2000-AMP 2500-AMP 3000-AMP 4000-AMP 5000-AMP

0.26 0.28 0.30 0.33 0.35 0.38 0.40 0.43 0.48 0.51 0.56 0.59

0.28 0.30 0.32 0.36 0.38 0.41 0.43 0.46 0.52 0.55 0.60 0.64

0.45 0.48 0.54 0.57 0.62 0.66

0.32 0.35 0.38 0.40 0.44 0.46 0.50 0.56 0.59 0.65 0.68

0.33 0.33

0.36 0.36

0.37 0.37

0.38 0.38

Long Long Long Long Long

0.33 0.44 0.55 0.66 0.77

0.36 0.48 0.59 0.71 0.83

0.37 0.49 0.62 0.74 0.86

0.38 0.51 0.64 0.76 0.89

8" Long

0.73

0.79 1.14

0.82 1.19

0.84

1.50 1.93

1.56

Hanger Adapter Threaded Clevis

Vertical Supports

Horizontal Spring Supports

Vertical Spring Supports

Manhours for Height to 15' 20'

Amp, Size or Weight

8" 12" 16" 20" 24" 12" 16" 20" 24"

Long Long Long Long

1.06 1.39 1.79

2.13

2.30

50# 100# 200# 300# 400#

Load Load Load Load Load

1.46 1.79

1.58 1.93

2.12 2.52 2.92

2.29 2.72 3.15

0.29 0.31 0.34 0.37 0.39 0.43

2.01 2.39 1.64

2.01 2.38 2.83 3.28

25' 0.30

1.23 1.61

2.07 2.46 1.69

2.07 2.45 2.92 3.38

Manhours include checking out of job storage, handling, job hauling, and installing hangers and supports as listed. Manhours exclude installation of ducts and scaffolding. See respective tables for these time frames.

408

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

FIELD CUT KNOCKOUTS FOB PANELBOARDS AND CONTROL CENTERS MANHOURS FOR ITEMS LISTED Conduit or Connector Size

(Inches) 1/2 3/4 1 1-1/4

1-1/2 2 2-1/2 3 3-1/2 4

5 6

Manual Cutter Manhours 0.55 O.55 0.55 0.85 0.85 1.10 1.10 1.10 1.25 1.25 1.45

1.65

Hydraulic Equipment Set-up Each Knockout Manhours Manhours 0.85 0.85

0.30 0.30 0.30

0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85

0.35 0.40 0.40 0.40 0.45 0.45 0.45 0.45

0.85

0.85

0.35

. . .

Manhours include locating and layout of knockout, guide hole drilling, changing the cutter heads knockout, cutting, deburring and cleaning. Manhours for equipment set-up include checking equipment out of storage, handling, hauling, set-up, take-down, cleaning and returning to storage. Manhours exclude removing or installing panelboards, control center modulars, pull box covers, and raceway or cable terminations. See respective tables for these time frames.

ANCHORS, FASTENERS, HANGERS, AND SUPPORTS

409

SUPPORTS AND FASTENERS FOR DISTRIBUTION CABINETS MANHOURS FOR EACH OPERATION Cabinet Back Box Weight (Pounds)

Weld Cabinet to Steel Column

50 75 100 125 150 175 200 225 250

4.80 7.20 9.60 11 .S0 13.80 16.10 17.60 19.80 22.00

.

,

Tllru-Boits to 5/8" x i2" .... Concrete Conc. orCinder Block 1.80 1.80 1.80 2.20 2.20 2.30 2.30 2.40 2.40

0.60 0.60 0.60 0.75 0.75 0.80 0.85 0.85 0.90

GROUTING IN STEEL CHANNELS FOR EQUIPMENT MANHOURS EACH 4" Channel Length in Feet

Manhours Each

6" Channel Length m Feet .

5 6 7 8 9 10 12

0.90 1.10 1.3O 1.45 1.60 1.8O 2.15

.

.

5 6 7 8 9 10 12

.

.

.

Manhours Each .

1.15 1.35 1.60 1.80 2.00 2.25 2.70

Manhours include checking out of job storage or fabrication shop where required, handling, job hauling, distributing, and layout. DISTRIBUTION CABINET manhours include welding or placing bolts. GROUTING manhours include placing and grouting m channels. Manhours exclude setting of cabinets or fabrication of channels. See respective tables for these ttme frames.

Section 20 DEMOLITION, EXCAVATION, A N D CONCR T This section covers labor in manhours with reference to channeling, cutting holes through walls, excavation and duct encasement and manhole concrete construction. First of all we cover channeling and cutting holes through various sized walls for the installation of conduits and cables through same. Next we include manhour tables for machine and hand excavation of duct encasements and manholes. Before an estimate is made on excavation it is well to know the kind of soil that may be encountered. For this reason, we have divided soil into five groups according to the difficulty experienced in excavating it. Soils vary greatly in charter and no two are exactly alike. G R O U P 1" L i g h t S o i l - Earth which can be shoveled easily and requires no loosening, such as sand. G R O U P 2: M e d i u m or O r d i n a r y S o i l - Type of earth easily loosened by pick. Preliminary

loosening is not required when power excavating equipment such as shovels, dragline scrapers and backholes are used. This type of earth is usually classified as ordinary soil and loam. G R O U P 3: Heat9, or H a r d Soil - This type of soil can be loosened by pick but is some-

times very hard to do. It may be excavated by sturdy power shovels without prelimiary loosening. Hard and compacted loam containing gravel, small stones and boulders, stiff clay or compacted gravel are good examples of this type. G R O U P 4: H a r d P a n or Shale - A soil that has hardened and is very difficult to loosen

with picks. Light blasting is often required when excavating with power equipment. G R O U P 5: R o c k - Requires blasting before removal and transporting. (May be divided

into different grades such as hard, soft or medium.) Also covered are forms and ready-mixed concrete for duct entrenchments and manholes. Usually, excavation and concrete work of this nature are subcontracted. However, a complete direct labor estimate can be obtained from the following manhour tables if desired.

410

DEMOLITION, EXCAVATION, AND CONCRETE

411

CHANNELING CONCRETE, BRICK & TILE CONSTRUCTION MANHOURS PER FOOT

8ize

Concrete

Brick

Construction

Construction

.......

0 . . . .

Tile Construction

1/2" 3/4"

1.20

95 5

.08

1.43

.70

91 2

1"

1. 50

98 0

918

2.63

.90

92 3

,, it

.

3.60

1.36

.30

4.88

1.58

.38

Manhours include groving with power tools and is average for all heights of walls for above type construction Add 75% to manhours for overhead channeling. Manhours do not include scaffolding. See respective table for this charge.

412

DEMOLITION, EXCAVATION, AND CONCRETE

CUTTING

HOLES

HeiKhts

IN

WALL

to Ten Foot

MANHOURS EACH 12"Wall

8" Wall Size

I.

.

.

.

.

.

20"Wail

16" Wail ,.

9 . . . .

Conc.

Brick

Conc.

Brick

Conc.

Brick

Conc.

Brick

1/2,, 3/4"

1.2o 1.52

.48 .5(3

1-I/4"

i. 96

.68

1.68 I. '/6 2.24 2.64 2.80 3. 20 3.28 3.84 4. 16 4.80

.56 . '/2 .80 .96 1.04 1.20 1.28 1.44 I. 52 1.60

2.40 2. 48 2.80 3.00 3.20 4.00 4.24 4.80 . 12

.68 . '/6 .88 1.00 1.20 1.32 1.

2.96 3.20 3. 52 3.92 4. 16 4.72 4.80 5.12 5. 52 5.84

.80 .96 1.04 1.12 1.32 1.44 1.56 1.64 1.80 2.08

Heights

from

I"

I. '/6

1-1/2" 2"

2. 16 2.40

3"

2.88

4"

3. 28

:~-1/2" 3-1/2"

Size

.64

. 72 .84

2.5:~

3.04

.9:~

.96

1.o4

1.20

8" Wall

12"Wail ,

Conc.

24" Wall

....

. "/6

Ten to PJ~n

Conc.

Brick

3. 52 3.84 4.16 4.48 4.76

.96 1.12 1. 52 1.60 1.72 I . 92 2.08 2.32 2. 48

4.96 . 20

60 5~ 80 6. 40

2.96

Feet

20"Wail

16"Wail .

,,

!

.

.

24"Wall

.

Brick

Conc.

Brick

Conc.

Brick

Conc.

Brick

Conc.

Brick

.eo .70

2.10 2.20 2.80 3.30 3. 50 4.00 4.10 4.80 5.20 6.00

.70 .90 1. O0 1.20 1.30 1.50 1.60 1.80 1.90 2. O0

3.00 3.10 3.50 3.75 4.00 5. O0 5. 30 6.00

.85 .95 1.10 1.25 1.50 1.65 1. ';5 1.95 2. I0 2.50

3.70 4.00 4.40 4.90 5. 20

1.00 1.20 1.30 1.40 1.65

5.90

1.80

4.40 4.80 5.20 5.60 5.95 6. 20 6. 50 7.00 7.25 8.00

1.20 1.40 1.90 2.00 2. 15 2.40 2.60 2.90 3.10 3.70

.,

x/2,, s/4,,

x. so x. 90

1" 1-1/4"

2.20 2.45

2"

3. O0

1.05

3.60

1.20

x-~/2"

2-1/2-

3"

3-1/2-

4"

2.7o 3. is

3.8o

4. I0

.80 .85

.9o

1.15

1.3o

I. 50

6.40

7.20

6.00 6.40 6.90 ~. 30

1.95 2.05 2.25 2.80

Manhours include proper set-up for use of power tools with star drill and the removal of excess material. If koredrill is used on brick, deduct 2096, and on concrete, deduct 10% from manhours. Manhours do not include scaffolding. See respective table for this charge.

413

DEMOLITION, EXCAVATION, AND CONCRETE

CUTTING Heights

HOLES from

IN

Plftoon

WALL

to TWenty

Foot

N E T MANHOURS EACH

Size

s" Wall Cone. '

12" Wall ,

Brick

Cone.

Brick

.

,

Cone.

Brick

1"

1-1/4"

z-z/:,,

9."

~-z/~,, 3"

3-z/2,,

4"

1.73 2. 19 2.53 2.82 3.11 3.45 3.82 ' 4. 14 4. 37 4.72

.69 .81 .92 .98 1.04 1.21 I. 32 1.38 1. 50 1.73

Heights

Size

1"

i/2" ~1/4"

z- ]/4,'

~:,ilr'

2. 42 2.53 3.22 3.80 4.03 4.60 4.72 5.52 5.98 6.90

f~om TWenty

w,.

8" Wall

Cone. [ B r i c k

1.80 2. 28 2.64 2.94

.72 84 96 1~ 02

3.60

26

4.32 4.58 4.92

.81 1.04 1.15 1.38 1.50 1.73 1.84 2.07 2.19 2.30

i38

44 56 I 1.80

CO:~.C. [ Brick

~. 52 i ~.e41 3.36 I 3.96 ! 4. ~0 I

4.801

.84 z.oe x.20 1.44 z. se z.eo

4.92 [ 1.92 5.76 ! 2.18 7.20 I 2.40

3.45 3.57 4.03 4.31 4.60 5. 75 8.10 6.90 7.36 8. 28

.98 1.09 1.27 1.44 1.73 1.90 2.01 2.24 2.42 2.88

.

.

.

Cone. .

L

1/2" 3/4"

20" WaLl

18"Wall -

.

.

.

Brick

.60 72

1.02 1.14 32 5O 1~80

O0 6~ 36 7. 20

.

I

i!" 10

.

.

.

.

Brick

Cone.

Brick

4.26 4. 60 5. O6 5.64 5. 98 6.79 6.90 7.38 7.94 8.4O

1.15 1.38 1.50 1.81 1.9O 2.07 2.24 2.38 2.59 2.99

5.06 5. 52 5. 98 6. 44 8.84 7.13 7. 48 8. 05 8.34 9. 20

1.38 1.61 2.19 2.30 2.47 2.76 2.99 3.34 3. 57 4.26

Foot* 20" WaU

Cone.

24"Wall

.

to Twonty-F/vo 16"WaU

.

24"Wall

Cone. i Brick

4.44 I z.:zo 4.8011.44 5.2e I z.se 5.88 [ 1.68 6.24 1.98

7.o8

I 2.1a

8.98

I 2.70

7.20 7.68 8.76

5.3ei

L44

e.'nl

~.40

5. ve ! 1.ee e.241 =.2s

7.14 I 2.58 7.44 i 2.88

[ 2.34 2.48

7.so I 3.12

I 3.12

9.60 I 4.44

8.40 I 3.48

e.vo I 3.v2

Manhours include proper set-up for use of power tools with star drill and the removal of excess material. If koredrill is used on brick, deduct 20%, and on concrete, deduct 10% from manhours. Manhours do not include scaffolding. See respective table for this charge. *For heights above 25 feet, add 1% per foot of rise to above manhours.

414

D E M O L I T I O N , EXCAVATION, A N D C O N C R E T E

EXCAVATION

FOR POLES

N E T MANHOURS EACH Hand Excavation Hole Depth

.....

4' Hole Depth 5' Hole Depth 6' Hole Depth 7' Hole Depth 8' Hole Depth 9' Hole Depth

10' Hole Depth

Dynamiting (Av. per Hole in Rock) Dewatering (Av. per Hole)

Sand or Loam

Wet Sticky Clay

Slate

1.95 2.60 4.55 5.20 6.24 7.80 10.40

3.90 5.20 9.10 10.40 12.48 15.60 20. 80

8.45 9. 88 12. 74 15.60 18.20 20. 80 24.70

I

II

Rock

Power Excavation

9.10 10. 40 13.78 16.25 19. 50 23.40 27.30

.91 1.04 1.30 1.56 1.95 2. 34 2.60 8.5 8.5

Manhours are for all labor involved in the above types of excavation under average conditions and m accordance with the following typical crews. Typical Hand Digging Crew-Foreman, truck driver, and 4 workers. Typical Power Digger Crew-Foreman, truck driver, and 2 workers. Manhours are for maximum hole diameter of 2'0". Manhours do not include equipment usage. If hole locations are hard to get to and work area is small and limited, add for these factors.

DEMOLITION, EXCAVATION, AND CONCRETE

MACHINE

EXCAVATION FOR DUCTS MANHOLES

Light.

Medium

and

Heavy

415

&

Soil*

M A N H O U R S P E R 100 CUBIC YARDS [ I

LIGHT SOIL

MEDIUM SOIL

HEAVY SOIL

_

Equipment Power Shovel: 1 cu. yd. Dipper 3/4 cu. yd. Dipper 1/2 cu. yd. Dipper

Oper. Engr. 1.1 1.5 2.0

Oiler . La- , Oper. ,,, borer Engr. 1.1 1.5 2.0

1.1 1.5 2.0

2.0 2.8 3.7

Oiler

La- Oper. borer .gn~.

2.0 2.8 3.7

2.0 2.8 3.7

2.7 3.7 4.9

Offer

La. boXo r

2.7 3.7 4.9

2.7 3.7 4.9

i

I

Backhoe: I cu. yd. Bucket 3/4 cu. yd. Bucket 1/2 cu. yd. Bucket

1.4 1.5 2.0

1.4 1.5 2.0

1.4 1.5 2.0

2.8 3.8 3.7

2.6 3.8 3.7

2.6 3.8 3.7

3.5 3.7 4.9

3.5 3.'l 4.9

3.5 3."/ 4.9

l)ragllne: 2 cu. yd. Bucket I cu. yd. Bucket 1/2 cu. yd. Bucket

0.7 I.I 2.0

0.7 I.I 2.0

0.7 I.I 2.0

1.3 2.0 3.7

1.3 2.0 3.7

1.3 2.0 3.7

1.? ~ 2.7 14.9

1.7 2.7 4.9

1.7 2.7 4.9

3.8

-

7.5

-

9.4

i

Trenching Machine Hard

Pan

and

4.8

Rook*

MANHOURS P E R I00 CUBIC YARDS

neCK

HARD PAN Equipment

borer

Oper. Engr.

Offer

Laborer

3.4 4.6 6.1

3.4 4.6 6.1

3.4 4.6 6.1

3.4 4.6 6.1

3.4 4.6 6.1

4.4 4.8 6.1

4.4 4.6 6.1

4.4 4.8 6.1

4.4 4.6 6.1

4.4 4.6 6.1

Oper~ Engr.

Offer

Power Shovel I cu. yd. Dipper 3/4 cu. yd. Dipper I/2 cu. yd. Dipper

3.4 4.6 6.1

Backhoe: I cu. yd. Bucket 3/4 cu. yd. Bucket 1/2 cu. yd. Bucket

4.4 4.6 6.1

Dragline: 2 cu. yd. Bucket 1 cu. yd. Bucket 1/2 cu. yd. Bucket T r e n c h i n g Machine

I

m

..

q.

m

m

..

w

m

m

m

Manhours are for operauonal procedures only and do not include equipment rental or depreciation. This must be added in all cases. Operation includes excavating and dumping on side line or into trucks for hauling but does not include hauling. See sheets on hauling for this charge. For excavations deeper than 6 feet, add 25% to manhours. *For descriptions of various soils, see Sectson Introduction.

416

EXCAVATION, A N D C O N C R E T E

DEMOLITION,

HAND

EXCAVATION

FOR DUCTS & MANHOLES

LABORER MANHOURS PER CUBIC YARD Type of Soil*

Excavation

First Lift

Second Lift

Thlrd Lift

,,,

Lsght Light Light

General Dry General Wet Specml Dry

1.07 1.80 l. 34

1.42 2.13 1.78

1.89 2.83 2.37

Medium Medium Medium

General Dry General Wet Specml Dry

1.60 2.14 1.07

2.13 2.85 2.49

2183 3.79 3.31

Hard or Heavy Hard or Heavy Hard or Heavy

General Dry General Wet Specml Dry

2.87 3.21 2.94

3.55 4.27 3.91

4.72 5.68 5.20

Hard pan Hard Pan Hard Pan

General Dry General Wet Specml Dry

3.'74 4.28 4.01

5.69 5.33

6.81 7.57 7.09

.

.

.

.

M a n h o u r s include pscking a n d loosening w h e r e necessary dnd placing on b a n k out of w a y of excavation or loading into t r u c k s or w a g o n s for hauling away. M a n h o u r s do not include hauling and unloading. * F o r description of various soils, see S e c t i o n Introduction.

ROCK EXCAVATION

FOR DUCTS AND MANHOLES Labor Hours per Cubic Yard

Operation

Soft

Medium

Hand Drill, Plug and Feathers

15.0

21.0

30. 0

Hand Drill, Blasting

13.0

16.0

22.0

Machine Drill, Plug and Feathers

8.0

11.0

14.0

Machine Drill, Blasting

4.0

8.0

7.0

.

.

.

.

.

.

Hard

.

M a n h o u r s are for drilling, blasting, and loading per cubic yard of r o c k in place m ground. F o r hauling see respectlve m a n h o u r table. E q u i p m e n t a n d materials must be a d d e d m all cases.

SHORING

& BRACING

TRENCHES

N E T M A N H O U R S per 100 S Q U A R E F E E T Operation Placing Removing

Laborers 3.0 2.5

M a n h o u r s include hauling, erecting and stripping.

Carpenters 3.0

Truck Drivers 0.4 0.4

]

DEMOLITION,

DISPOSAL

EXCAVATION, AND CONCRETE

OF EXCAVATED

417

MATERIALS

M A N H O U R S P E R H U N D R E D (I00) CUBIC Y A R D S Manhours

and L e n g t h of H a u l

Truck I Driver!

Laborer

!

Average Speed 20 mph

Average Speed 15 mph

Average Speed 10 mph

Truck Capacity

Truck

Total

Driver

Laborer

Truck

Total

Driver

I

Laborer

:

'[

Total

m

....

3 Cu Yd T r u c k : 1 Mile Haul

15.0

2.8

17.8

IL6

2.8

14.4

10.5

2.8

2 Mile Haul

21.8

2.8

24.5

16.2

2.8

19.0

14.0

2.8

13.3 16,8

3 Mile Haul

28.2

3.0

3L2

20.6

3.0

23.6

17.3

3.0

20.3

4 Mile Haul

36. 0

3. 0

39. 0

26. 8

3. 0

29. 8

2L0

3. 0

24. 0

5 Mile Haul

41.7

2.5

44.2

31 0 0

25

335

255

25

280

4 Cu Yd T r u c k : 1 Mile Haul

11.3

2.1

13.4

8.8

2.0

10.8

7.9

2.1

9.0

2 Mile Haul

16.2

2.1

18.3

12.0

2.0

14.0

10.4

2.1

12.5

3 Mile Haul

21.6

4 Mile Haul

26.4

2.2 2.2

15.4 I 17.8

5 Mile Haul

31.3 ,

2.0

23.6

15.8

2.3

l& 1

1&2

i

2.0

28.4

18.7

2.3

21.0

15.6

!

1.3

22.2

!6

238

11 185

I

l

.

;

1.

.

32.6 .

.

.

.

.

.

.

.

.

"

~

15

200 ,

5 Cu Yd Truck: 1 Mile Haul

9.0

1.7

10. 7

7.0

1.7

&7

6.3

L6

7.9

2 Mile Haul

13.0

1. 7

14. 7

9. 7

1.7

1L 4

8.3

L7

10.0

3 Mile Haul

17. 1

1.8

18.9

12.3

1.8

14. 1 ! 10.4

L7

! 12. 1

4 Mile Haul

21.0

2.0

i 23.0

15.0

2.0

17.0

12.4

L7

14. 1

5 Mile Haul

25.0

1.7

26.7

179

1.7

196

14.8

1.6

16.4

I

:

.

. . . . .

8 Cu Yd T r u c k : 1 Mile Haul

5.6

1.0

6.6

4.8

1.0

5.8

4.0

L0

5.0

2 Mile Haul

8.2

1.0

9.2

6.0

1.0

7.0

5.2

L0

6.2

3 Mile Haul

10.5

1.1

IL6

7.8

1. 1

8.9

6.5

L0

7.5

4 Mile Haul

13.2

L 1

14.3

9.2

1. 1

10.3

7,6

1.0

8.6

5 Mile t l a u l

15.6

1.3

16.9

10.9

13

122

90

I t

t0.t

:

Manhours include round trip for truck driver, spottmg at both ends, unloading, and labor for minor repairs Manhours do not include labor for excavation or loading of trucks. See respective tables for these

charges.

418

DEMOLITION, EXCAVATION, AND CONCRETE

DISPOSAL

OF EXCAVATED

MATEB~LS

MANHOURS P E R H U N D R E D (100) CUBIC YARDS

Truck Capacity

Average Speed

and

20 mph

Length of Haul

Truck

MANHOURS Average Speed

'

Truck

Driver L~borer Total

Average Speed

25 m p h ,

. . . . . .

30 m p h

,

!

Truck

Driver Laborer Total I Driver L a b o r e r Total

3 Cu Yd Truck: 6 Mile Haul

26.0

2.5

28.5

21.4

2.5

23.9

17.6

2.4

20.0

7 Mile Haul 8 Mile Haul

27.1 28.7

2.3 2.3

29.4 31.0

22.3 23.6

2.3 2.3

24.6 25.9

18.3 19.4

2.2 2.2

20.5 21.6

9 Mile Haul 10 Mile Haul

30.8 33.4

2.1 2.1

32.9 35.5

25.3 27.5

2.1 2.1

27.4 29.6

20.8 22.6

2.0 2.0

22.8 24.6

1.9 1.9 1.8 1.8

15.3 16.7 18.4 20.8

,

,

4 Cu Yd Truck: 6 7 8 9

Mile Mile Mile Mile

Haul Haul Haul Haul

9

19.3 21.0 23.5 26.9

10 Mile Haul i

.,.

m

1.5 1.5 1.5 1.3

31.1

. . . . .

m

20.8 22.5 25.0 28.2

1.3 a

|

16.0 17.4 19.5 22.3

32.4 i

2.0 2.0 1.8 1.8

25.8 ,

i

l

.

i

18.0 19.4 21.3 24.1

1.6 ,

i

i

13.4 14.8 16.6 19.0

27.4 l

,,,

21.9 i

1.5 i

,

23.4 9

5 Cu Yd Truck: 6 Mile Haul

15.6

1.4

17.0

14.1

1.6

15.7

11.7

1.5

7 Mile Haul

17.3

1.4

18.7

15.5

1.5

17.0

12.9

1.4

14.3

8 Mile Haul

19.8

1.3

21.1

17.5

1.5

19.0

14.5

1.3

15.8

24.5

20.3

21.5

16.8

1.1

17.9

. 24.9 . 19.7 ~ 1.1

20.8

9 Mile Haul 10MileHaul

.

23.2

1.3

27.4 .

1.2

9.8 11.5 14.1 17.4 21.7

1.2 1.2 1.1 1.1 1.0

1.2

. 28.6 . 23.7 .

1.2

!

13.2

8 Cu Yd Truck: 6 7 8 9 10

Mile Mile Mile Mile Mile .

Haul Haul Haul Haul Haul .

.

.

.

11.0 12.7 15.2 18.5 22.7 ,

.

.

9.2 10.6 12.7 15.4 19.0 .

.

1.0 1.0 1.0 0.9 0.9 .

10.2 11.6 13.7 16.3 19.9

7.7 8.9 10.6 12.9 15.9

1.0 1.0 0.9 0.9 0.8

8.7 9.9 11.5 13.8 16.7

.

Manhours include round trip for truck driver, spotting at both ends, unloading, and labor for minor repairs. Manhours do not include labor for excavation or loading of trucks. See respective tables for these charges.

DEMOLITION,

MACHINE Avor&ge

for Igsnd

EXCAVATION, AND CONCRETE

419

& HAND BACKFILL

or Loam,

Ordinary

Boil, Heavy

Soft

and

Clay

MANHOURS PER UNITS LISTED

Manhours Item

Hand P l a c e B u l l d o z e L o o s e Material

Unit

Laborer

c u yd

.55

--

--

.55

--

3. 3 2

--

3. 3 2

100 c u yd8

Oper. Engr.

I Oiler i

'

Total

Clamshell 1 cubic yard bucket

100 c u yd8

--

1.60

1.60

3.20

cubic yard bucket

100 cu yd8'~

--

2.00

2.00

4.00

cubic yard bucket

100cuyds

--

2. 75 .-.

2. 75 ~

, 5. 50 .

,

Hand $pm!KI cu yd

.40

--

--

Sand fill

c u yd

.35

--

--

.35

C i n d e r fill

c u yd

--

.40

--

.60

Stone or gravel

fill

.40 |

Tamp by H a n d

'

c u yd 1

Pneumatic Tamping

'

i

I

.

.

.

.

.25

-I

I i1

.60 !

c u yd

-'~

!

940

'

''

--

.25

Hand Place units include placing by hand with shovels loose earth within hand-throwing distance of stockpiles. This unit does not include compaction. Bulldoze Loose Material units include the moving of prestockpiled loose earth over an area. Clamshell units include the placement of materials from reachable stockpiles. Stone, Sand and Cinder Spread units include the hand placing, with shovels, these materials from strategically located stockpiles.

Tamp By Hand and Penumatic Tampzngunits include the compacting of prespread materials in 6" layers. Manhours for this type work are shown as laborer hours. Should air tool operator be required for this work, substitute his time for laborer hours. Manhours do not include trucking or fine grading. See respective tables for these charges.

420

D E M O L I T I O N , EXCAVATION, AND C O N C R E T E

DUCT ENCASEMENT

& )s

FORMS

MANHOUR$ PER H U N D R E D SQUARE F E E T ~h~u's ,

Description

,

.

.

.

.

Truck Driver

Total

.75 1.00 1.50

.08 .08

3. 25 3.08 2.08

5. O0

3.25

.18

8.41

2. 50 3. 50 1.00

.75 1.00 2. 50

.10 .10

3.25 4. 80 3.60

7.00

4.25

.20

11.45

4.50 .50

1.75 2. O0

.15 .25

6. 40 2. 75

5.00

3.75

. 40

9. 15

1.25 1. 50 2.00

. 50 .50 .';5 1. O0

Carpenter

Laborer

2.50 2.00 50 9

WOOD FORMS Duct Encasement or Manhole Footings: Fabricate Erect Strip & Clean TOTAL

.

.

.

.

.

.

Manhole Walls: Fabricate Erect Strip & Clean TOTAL

METAL FORMS Metal Wall Forms: Erect & Brace Strip & Clean

. .

TOTAL

,

.

, ,

FACTORS FOR RE-USE OF WOOD FORMS Repairs 1st Re-Use Repairs 2nd Re-Use Repairs 3rd Re-Use Oiling after each Re-Use !

,

,

,

,, ,,,

,

,

1.75 2.00 2.75 1.00

!

Manhours include all operations as outlined above. For reuse of wood forms add factors as appear above. Manhours do not include excavatton, the installation of ducts or the placement of concrete. See respective tables for this charges.

DEMOLITION, EXCAVATION, AND CONCRETE

DUCT ENCASEMENT

& MANHOLE

421

CONCRETE

MANHOURS P E R CUBIC YARD Manhours

Description

L , , L

. . . . . . .

~

Laborer

Carpenter .

.

.

.

.

, :

-

Total

.

Duct Encasement & Manhote Footings: Ready-Mix from Truck

95 0

Ready-Mix wtth Wood Chute

.60

95 0

.I0

.70

Manhole Walls: Ready-Mix from Truck

.60

Ready-Mix with Wood Chute

.75

.60 91 2

.87

Manhours include the placement of ready-mix concrete, vibrating, and puddling:. If wood chutes are used, ample carpenter time has been allowed for the fabrication and repairs or minor chutes. Manhours do not include mixing or hauling or finishing of concrete.

Section

2 1

TECHNICAL INFORMATION As was stated in the Preface of this manual, its intention is solely for the estimation of labor and is not intended for the design of electrical installations. Therefore, this section is held to a minimum. Included in this section are a few tables, formulas, and definitions which may be of some use to the estimator. T h e s e and many other tables and definitions may be found in the National Electrical Code, published by the National Board of Fire Underwriters, as well as any n u m b e r of textbooks.

422

TECHNICAL

INFORMATION

423

DEFINITIONS Centimeter is the unit of length and equals .3937 inch, or .000000001 of a quadrant of the earth. Gram is the unit of mass, and is equal to 15.432 grams, the mass of a cubic centimeter of water at 4~

Second is the unit of time and is the time of one swing of a pendulum, swinging 86464.09 times per day, or the 1-86400th part of a mean solar day.

Volt is the unit of electro-motive force (E). Electromotive force, which is the force that moves electrioty, is usually written E.M.F. (in formulae E) and various writers use it to express potential difference of potential, electrical pressure and electric force. One Volt will force an ampere of current through one ohm of resistance. Its value is purely arbitrary, but fixed. Milli- Volt is one thousandth of a volt, 0.001 volt. Ohm Is the umt of resistance (R), and it is equal to the resistance of a column of pure mercury 1 square millimeter in section and 106 centimeters long at the temperature of melting ice. One Ohm ~s that resistance through which one ampere of current will flow at a pressure of one volt of E.M.F. Megobm is 1,000,000 ohms. Ampere is the unit of current strength (C). Its value may be defined as that quantity of electricity which flows through one Ohm of resistance when impelled by one volt of E.M.F. One Ampere of current flowing through a bath will deposit 0.017253 gram of silver of 0.005085 grain of copper per second. Milli.Ampere is one thousandth of an ampere. Coulomb is the unit of quantity (Q), and is the quantity of electricity passing per second when the current is one ampere. Farad ~s the umt of capacity (K), and ~s that capacRy that will contain one coulomb at a potential of one volt. A condenser of one farad capacity, if charged to two volts, will contain two coulombs; if to 100 volts, 100 coulombs, etc. Joule is the unit of work (W). It is the work done or heat generated by 1 watt in a second. It Is equal to .7373 foot-pound. Watt is the unit of electrical power (P), and is the energy contained m a current of one ampere with an electro-motwe force of one volt. 746 Watts is one horsepower. A current of 10 amperes and 74.6 volts will do the work of one horsepower. Horsepower in a steam engine or other prtme mover ~s 550 lbs. raised one foot per second, or 33,000 Ibs. one foot per minute. Kilowatt (KW) is 1,000 watts. Kilo-Volt Ampere (KVA) ~s one thousand volt amperes. E.M.E is distributed according to the resistance of the various parts on one circuit, except where there ts counter E . M . F Counter E.M.F is like back pressure in hydraulics. Thus, to find the available E.M.F., or the resulting current against a resistance where there is a counter E.M.F., the counter E . M . F must be deducted. For Example: Suppose a storage battery w~th a resistance of .02 ohm and a C . E . M . F of 15 volts, and you wish to charge ~t w~th a dynamo which gives an E.M.F. of 20 Volts at the battery binding posts. There are 20 - 15 - 5 volts working through a resistance of .02 of an ohm w~th consequently a current of 250 amperes. The fall of potential ~s, however, virtually 20 volts, and the power is 20 x 250 = 5000 watts, and not 5 x 250 - 1250 watts, as might perhaps be supposed. It is obvious that the C.E.M.F. has acted as a true resistance. In the above case 5 • 250 - 1250 watts were wasted m overcoming the resistance of the storage battery and the remaining 3750 watts were stored up in the chemical changes which they brought about m the active material of the storage battery. Mils. is thousandths of an inch. d ~ts ctrcular mils. Circular Mil. (d 2) is now generally used as the unit of area when considering the cross-section of electrical conductors, the resistance being inversely, and weight of copper directly, proportional to the circular mils. Hertz ~s the preferred terminology for "cycles per second."

424

TECHNICAL

INFORMATION

MENSURATION

UNITS

D i a m e t e r of a circle x 3.1416 - Circumference R a d i u s of a circle x 6.283185 - Circumference S q u a r e of the radius o f a c~rcle x 3.1416 - Area S q u a r e of the d i a m e t e r of a c~rcle x 0.7854 - Area S q u a r e of the circumference of a circle x 0.07985 ffi A r e a H a l f the circumference of a circle x half its d i a m e t e r - Area Circumference of a ctrcle x 0.159155 = Radius S q u a r e root of the a r e a of a c~rcle x 0.56419 - R a d i u s Circumference of a circle x 0.31831 ~- D i a m e t e r S q u a r e root of the area of a circle x 1.12838 - D i a m e t e r D i a m e t e r of a ctrcle x 0.86 - Side of an inscribed equilateral triangle D i a m e t e r of a circle x 0.7071 ~ffi Side of an inscribed square Circumference of a circle x 0.225 - Side of an inscribed s q u a r e Circumference of a circle x 0.282 - Side of an equal s q u a r e D i a m e t e r of a circle x 0.8862 - S i d e of an equal s q u a r e Base of a triangle x 1/2 the altitude ~- Area Multiplying both d i a m e t e r s and .7854 together - A r e a of an Elipse S u r f a c e of a sphere x 1 / 6 of its diameter - Solidity Circumference of a sphere x its d i a m e t e r - Surface S q u a r e of the diameter of a sphere x 3.1416 • S u r f a c e S q u a r e of the circumference of a sphere x 0.3183 - S u r f a c e C u b e of the d i a m e t e r of a sphere x 0.5236 - Solidity C u b e of the radius of a sphere x 4.1888 - Solidity C u b e of the circumference of a sphere x 0.016887 - Solidity S q u a r e of the surface of a sphere x 0.56419 - D i a m e t e r S q u a r e root of the surface of a sphere x 1.772454 - Circumference C u b e root of the solidity of a sphere x 1.2407 - D i a m e t e r C u b e root of the solidity of a sphere x 3.8978 - Circumference Radius of a sphere x 1.1547 - Side of inscribed cube S q u a r e root of (1/3 of the square of) the diameter of a sphere JR Side of inscribed cube Area of its base x 1 / 3 of its altitude - Solidity of a cone or pyramid, whether round, s q u a r e or triangular Area of one of its sides x 6 - Surface of a cube Altitude of trapezoid x 1/2 the s u m of its parallel sides - A r e a

TECHNICAL

CONVERSION

INFORMATION

FACTORS

AREA 1 1 1 1 1 1

sq. m i l e - 6 4 0 a c r e s a c r e - 4 8 4 0 sq. y a r d s a c r e - 4 3 , 5 6 0 sq. ft. sq. foot - 144 sq. i n c h e s sq. y a r d *- . 8 3 6 sq. m e t e r s sq. m e t e r - 1.1 9 6 sq. y a r d s

1 1 1 1 1 1

sq. cir. cir. sq. sq. sq.

ft. -, . 0 9 2 9 sq. m e t e r s rail - 7 . 8 5 4 x 1 0 ' sq. i n c h . rail -, . 7 8 5 4 sq. m i l s rail -- 1 . 2 7 3 cir. m i l s i n c h - 6 . 4 5 2 sq. c m . crn. - . 1 5 5 sq. i n c h

ANGLE 1 quadrant - 90 degrees 1 q u a d r a n t - 1.57 r a d i a n s 1 radian - 57.3 degrees

1 degree - .0175 radian 1 minute - .01667 degree 1 m i n u t e - 2 . 9 x I(P r a d i a n LENGTH

1 m i l e - 5 2 8 0 feet

1 1 1 1 1 1

1 1 1 1 1 1

mile - 1.609 kilometers k i l o m e t e r - .621 m i l e s yard -.9144 meters m e t e r - 3 . 2 8 feet meter - 39.37 inches m e t e r - 1.094 yards

foot -- 12 i n c h e s foot ,- . 3 0 4 8 m e t e r s inch - 2.54 centimeters c e n t i m e t e r - .394 i n c h fathom -6 feet rod - 5-1/2 yards

WEIGHT I short ton - 2000 pounds 1 short ton - 907.2 kilograms 1 kilogram - 2,205 pounds

1 pound - 453.6 grams 1 ounce - 28.35 grams 1 gram - .0353 ounces

DRY VOLUME 1 cu. m e t e r - 1 . 3 0 8 cu. y a r d s I cu. y a r d - . 7 6 4 6 cu. m e t e r s

1 cu. m e t e r - 35.31 cu. feet I cu. foot - . 0 2 8 3 cu. m e t e r s

LIQUID VOLUME

1 U.S. gallon I- 3,785 liters 1 l i t e r - .2642 U,S. gallons

1 U.S. quart -- .9463 liters 1 liter - 1,057 U.S. quarts POWER

1 h o r s e p o w e r -, 7 4 6 w a t t s 1 horsepower - 33000 ft-lbs/min ! h o r s e p o w e r - 5 5 0 ft-lbs/sec.

1 B T U / h o u r ffi .293 watts I B T U - 252 gram-calories I B T U - 778.3 ft-lbs.

425

426

TECHNICAL

INFORMATION

DECIMAL AND METRIC EQUIVALENTS OF COMMON FRACTIONS OF AN INCH Fraction 1/64 1/32 3/64

1/16 5/64

3/32 7/64

1/8 3/32

9/64 11/64

3/16 13/64 7/32

15/64 1/4 1 7/64 9/32 19/64 5/16 21/64 11/32

23/64 3/8 25/64

13/32 27/64 7/16 29/64 15/32 31/64 1/2

Decimal

Mm

0.01562 0.03125 0.04688

0.397 0.794 1.191

0.06250 0.07812 0.09375

1.588 1.984 2.381

0.10938 O.12500 O.14062

2.778 3.175 3.5 72

0.15625 O.17188 0.18750

3.696 4.366 4.763

0.20312 0.21875 0.23438

5.159 5.556 5.953

0.25000 0.26562 0.28125 0.29688 0.31250 0.32812 0.34375 0.35938 0.37500 0.39062 0.40625 0.42188 0.43750 0.45312 0.46875 0.48438 0.50000

6.350 6.747 7.144 7.541 7.938 8.334 8.731 9.128 9.525 9.922 10.319 10.716 11.113 11.509 11.906 12.303 12. 700

Fraction 23/64 17/32 35/64 9/16 37/64 19/32 39/64 3/8 41/64 21/32 43/64 11/16 45/64 23/32 3/4

47/64 49/64

25/32 51/64 13/16 53/64 27/32

55/64 7/8 57/64 29/32 59/64 15/16 61164 31/32 63/64 1/1

Decimal

Mm

0.51562 0.53125 0.54688

13.097 13.494 13.891

0.56250 0.57812 0.59375

14.288 14.684 15.081

0.60938 0.62500 0.64062

15.478 15.875 16.272

0.65625 0.67188 0.68750

16.669 17.066 17.463

0.70312 0.71875 0.73438

17.859 18.256 18.653

0.750OO 0.76562 0.78125 0.79688 0.81250 0.81812 0.84375 0.85938 0.87500 0.89062 0.90625 0.92188

19.050 19.447 19.844

0.93750 0.95312 0.96875 0.98438 1.~0

20.241 20.638 21 .O34 21.431 21.828 22.225 22.622 23.019 23.416 23.813 24.209 24.606 25.400

TECHNICAL

NATURAL Angle

FUNCTIONS

Sin

Tan

Cot

Cos

Deg

0.0000 0.0175 0.0349 0.0524 0.0699 0.0875 0.1051 0.1228 0.1405 0.1584 0.1763

-

1.0000

90 89 88 87 86

5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45

0.0000 0.0175 0.0349 0.0523 0.0698 0.0672 0.1045 0.1219 0.1392 0.1564 0.1736 0.1908 0.2079 0.2250 0.2419 0.2588 0.2756 0.2924 0.3090 0.3256 0.3420 0.3584 0.3746 0.3907 0.4067 0.4226 0.4384 0.4540 0.4695 0.4848 0.5000 0.5150 0.5299 0.5446 0.5592 0.5736 0.5878 0.6018 0.6157 0.6293 0.6428 0.6561 0.6691 0.6820 0.6947 0.7071

Deg

Cos

0 1

2 3 4

9

TRIGONOMETRIC

INFORMATION

L

_

O. 1944

0.2126 0.2309 0.2493 0.2679 0.2867 0.3057 0.3249 0.3443 0.3640 0.3839 0.4040 0.4245 0.4452 0.4663 0.4877 0.5095 0.5317 0.5543 0.5774 0.6009 0.6249 0.6494 0.6745 0.7002 0.7265 0.7536 0.7813 0.8098 0.8391 0.8693 0.9004 0.9325 0.9657 1.0000

Cot

57.2900 28.6363 19.0811 14.3007 11.4300 9.5144 8.1443 7.1154 6.3138 5.6713 5.1446 4.7046 4.3315 4.0108 3.7321 3.4874 3.2709 3.0777 2.9042 2.7475 2.6051 2.4751 2.3559 2.2460 2.1445 2.0503 1.9626 1.8807 1.8040 1.7321 1.6643 1.6003 1.5399 1.4826 1.4281 1.3764 1.3270 1.2799 1.2349

0.9998 0.9994 0.9986 0.9976 0.9962 0.9945 0.9925 0.9903 0.9877 0.9848 0.9816 0.9781 0.9744 0.9703 0.9659 0.9613 0.9563 0.9511 0.9455 0.9397 0.9336 0.9272 0.9205 0.9135 0.9063 0.8988 0.8910 0.8829 0.8746 0.8660 0.8572 0.8480 0.8387 0.8290 0.8192 0.8090 0.7986 0.7880 0.7771

80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51

0.7660 0.7547 0.7431 0.7314 O.7193 0.7071

50 49 48 47 46 45

Tan

Sin

Angle

1.1918 1.1504 1.1106 1.0724 1.0355 1.0000

85 84 83 82 81

427

TECHNICAL INFORbIATION

428

MECHANICAL, ELECTRICAL EQUIVALEN'I~ Unit

1 HP

1 HP Hour

1 Kilowatt

1 Watt per sq in

1 Kilogram Metre

1 lb Water Evaporated from and at 212~

Equivalent Value in Other umts 746 watts .746 KW 33,000 ft-lbs per minute 550 ft-lbs per second 2,545 heat-units per hour i42.4 heat-units per minute .707 heat-units per second .175 Ib carbon oxidized per hr 2.64 lbs water evaporated per hour from and at 212~ 746 KW hours 1,980,000 ft-lbs 2,545 heat-units 273,740 kgm 175 lb carbon oxidized with perfect efficiency 2.64 lbs water evaporated from and at 212~ 17.0 lbs water raised from 62 ~ to 212~ 1,000 watts 1 . 3 4 lip 2,654,200 ft-lbs per minute 44,240 ft-lbs per minute 737.3 ft-lbs per second 3,412 heat-units per hour 56.9 heat-units per minute .948 heat-units per second .2275 Ibs carbon oxidized per hour 3.53 Ibs water evaporated per hour from and at 212~ 8.9 heat-units per sq ft per min 6371 ft-lbs per sq ft per min .193 HP per sq ft 7.233 ft-lbs .00000365 HP hour ! . 0 0 0 0 0 2 7 2 KW hour .0093 heat-units .283 KW hour .379 lip hour 965.7 heat-units 103,900 kgm 1,019,000 joules 751,300 ft-lbs .0664 lb of carbon oxidized

AND HEAT

Unit

Equivalent Value in Other Units

1,055 watt seconds 778 ft-lbs 107.6 kilogram metres 1 Heat-unit - .000293 KW hour .000393 H P hour .001036 lbs water evaporated from and at 212~ 1 Heat-unit .122 watts per sq in per sq ft - .0176 KW per sq ft per rain .0236 HP per sq ft. 1 joule per second .00134 HP 3,412 heat-units per hour 1 Watt - .7373 ft-lbs per second .0035 lb water evaporated per hour 44.24 ft-lbs per minute 1,000 watt hours 1.34 HI:' hours 2,654,200 ft-lbs 3,600,000 joules 3,412 heat-units 367,000 kilogram metres 1 KW Hour - .235 lb carbon oxidized with perfect efficiency 3.53 Ibs water evaporated from and at 212~ 22.75 lbs of water raised from 62 ~ to 212~ 1 watt second .000000278 KW hour 1 Joule .102 kgm .0009477 heat-units .7373 ft-lb 1.356 joules .1383 kgm 1 ft-lb - .000000377 KW hours .001285 heat-units .0000005 H P hour 14,544 heat-units 1.11 lb anthracRe coal oxidized 2.5 lbs dry wood oxidized 1 lb Carbon 21 c u f t illuminating gas Oxidized 4.26 KW hours wtth Perfect 5.71 HP hours Efficiency 11,315,000 ft-lbs 15 lbs of water evaporated from and at 212~

I

TECHNICAL

INFORMATION

429

ELECTRICAL FORMULA FOR DETERMINING AI~PERES, HORSEPOWER, KILOWATTS AND KILOVOLT-AMPERES Desired Date

1 -Phase

,,. Alterna.ting Current ' 1 2-Phase ] 4-Wire*

3-Phase

i

Kilowatts

Horsepower Output

....

1 x'E x PF 1000

I xEx2xPF 1000

1 x E x 1.73 x P F 1000

lxE 1000

IxEx2 1000

I x E x 1.73 1000

KVA

1 xEx%Eff x PF 746

1 xEx2x%Eff x PF 746 H P x 746 2xEx%Eff x PF

Direct Current

1 xEx

lxE 1000

1.73x%Eff 1 xEx% xPF 746 746

HP x 746 1.73 x E x % Eft x PF

A m p e r e s when H P ts known

H P x 746 E x % Eft x P F

Amperes when K W is known

KW x 1000 ExPF

K W x 1000 2xExPF

KW x I000 1.73 x E x P F

A m p e r e s when KVA is known

K V A x 1000 E

K V A x 1000 2xE

KVA x 1000 1.73 x E

Eft

H P x 746 Ex%Eff KW x 1000

..

*In three-wire, two-phase circuits the current in the common conductor is 1.41 times that in either conductor.

E 1 % Eff PF

-

Volts Amperes Percent Efficiency P o we r F a c t o r

TECHNICAL

430

INFORMATION

ALLOWABLE AMPACITIES OF INSULATED COPPER CONDUCTORS Not

More

Than or

8

oonduotorl

O&blo

in

Dlroot

or

Raoow&y

Buried

(Based on Ambient Temperature of 30~

Temperature Rating of Conductor.

Size AWG

60~

MCM.,

16

-'

.

85~

TYPES RH, RHW, RUH, (14-2), THW, THWN, XHHW, USE

TYPES V, Ml

.

!

.

.

l

.

~

!

~

14 12 10 8

15 20

I

6

30

:

3 2 1

110

1/0 2/0 3/0 4/0

i 125 ! 145 165 195

I

600 700 750 800 900 1000 1250 1500 1750

.

,

30

,

45 65 85 100 115

I

,

i

~

55 70 80 95

~

250 300 350 400 500

15 20

40

I

4

.

75~

(I40~ _. (167~F).! (185~

TYPES RUW (14-2), T, TW, UF

i . ~

18

2000

86~

:

130

I

150 175 200 230

9

l

1

l

l

.

90~ i.(194~ .

.

.

.

.

.

.

. 22 25 30 40

50 70 90 105 120

!

70 90 10S 120

140

140

:

~

155 185 210 235

!

l

355 385 400 410 435

420 460 475 490 520

455 490 500 515 555

545 590 625 650 665

58.5 645 700 735 775

,.

'F

........

250~

(2s F) .... (392~ .... , (14S2~ (257~F).. TYPES A (14-8), AA, FEP* FEPB*

30 40 50 65

30 40 55 70

40 55 75 95

95 120 145 165 190

120 145 170 195 220

.

.

.

.

80

85

105

115

120 135

130 145 170

" I

' I 1

|

1

190 215 245 275

! l

270 300 325 i 360 ~ 405

,

-

i 200~

TYPES AI (14-8), AIA

160

~

155 185 210 235 270 300 325 ~ 360 1 405

II

r

TYPE TFE (Nickel or nickelcoated copper I only)

,

255 285 310 335 380

455 495 520 545 560

(230oF) i...(230~

- 125~

TYPES TYPES AVA, TA, AVL TBS, S A , AVB, SIS, FEP, FEPB, RHH, THHN, XHHW* ' . i i 21 ! 22 , i 25" 30 I 30* 35 , 40* 45 50 60

215 240 260 280 320

i

" ll()~

200 230 265 310

!

l

l l

1

.

.

.

.

315 345 390 420 470

335 380 420 450 500

455 490 500 515 555

525 560 580 600

545 600 620 640

585 645 700 735 775

680

730

.

.

i !

,,

.

,

.

.

.

225 250 285 340

,

250 280 315 370

785 .

.

.

.

840 .

.

For ambient temperatures over 30~ and derating factors for more conductors see following tables. *The ampacities for types FEP, FEPB, RHH, T H H N , and X H H W conductors for 14, 12, and 10 shall be the same as designated for 75~ conductors in this table.

TECHNICAL INFORMATION

431

ALLOWABLE AMPACITIES OF INSULATED COPPER CONDUCTORS Single

Conduotor

in Froo

Air

(BASED ON AMBIENT T E M P E R A T U R E OF 30~ __ Size . . . . . Tem,,perat,m-e' ,,Rating of Conductor AWG 60~ 75~ 85~ 90~ 110~ 125~ MCM ..... (140~ (167~176 (194~ (230~176 T Y P E S TYPES T Y P E S T Y P E S T Y P E S T Y P E S RUW RH, V, TA, AVA, AI (I 4-2), RHW, MI TBS, AVL (I 4-8), T, RUH SA, AIA TW (I 4-2), AVB, THW, SIS, THWN, FEP, XHHW FEPB, RHH, THHN, --= ~ XHHW* i 18 25 16 27 27 14 20 20 30 30* 40 40 12 25 25 40 40* 50 50 I0 40 40 55 55" 65 70 8 55 65 70 70 85 90 .

.

.

.

.

.

.

.

.

.

~

.

.

.

.

.

86~

, i 200~ 250~ (3.92~ (482~ TYPES TYPE Bare A TFE and (I 4-B), (Nickel or Covered AA, nickel- Conduc. FEP* coated tors FEPB* copper I only) . . . .

.

.

.

.

.

.

/

L

,

6 4 3 2 1

80 105 120 140 165

1/0 2/0 3/0 4/0

195 225 260 300

250 300 350 400 500

,

340 375 420 455 ," 515

I

! !

~

s

.

.

.

95 125 145 170 195 230 265 310 360

i

.

l

.

.

405 445 505 545 620 .

600 700 750 800 900

575 630 655 680 730

690 755 785 815 870

1000 1250 1500 1750 2000

780 890 980 1070 1155

935 1065 1175 1280 1385

[

!

~

i

l

,...

60 80 110 145

100 135 155 180 210

100 135 155 180 210

120 160 180 210 245

125 170 195 225 265

135 180 210 240 280

210 285 335 390 450

245 285 330 385

245 285 330 385

285 330 385 445

305 355 410 475

325 370 430 510

545 605 725 850

495 555 610 665 765

530 590 655 710 815

l

425 480 530 575 660

! i

45 55 75 100

!

,

I !

425 480 530 575 660

! 1 i I

~

i t

I

i

I

i

i

9

30 40 55 70 100 130 150 175 205 235 275 320 370 ! 410 460 510 555 630

I . . . . . .

740 815 845 880 940

740 815 845 880 940

855 940 980 1020

,[ 910 I 1005 1045 1085

710 780 810 845 905

1000 1130 1260 1370 1470

1000 1130 1260 1370 1470

1165

1240

965

,

~

.

1450 .

.

.

1715 .

.

.

1215 ..

,.

j

1405

9The ampacities for types FEP, FEPB, RHH, THHN, and XHHW conductors'for 14, 12 and 10 shall be the same as designated for 7 5 ~ conductors in this table. For ambient temperatures over 30~ and derating factors for more conductors see following tables on page

482

TECHNICAL INFORMATION

ALLOWABLE AMPACITIES OF INSULATED ALUMINUM AND COPPER-CLAD ALUMINUM CONDUCTORS No More

Than

Three

Conduotore

in Raceway

oz' C a b l e

(BASED ON AMBIENT T E M P E R A T U R E OF 30~

Size

.,

AWG MC M ,,

, (140~

TYPES RH, RHW, RUH (12-2), THW THWN XHHW, USE

(12-2),

I',

TW, UF

85~

,.(!_aS~

TYPES V, MI

90~

1 IO~ (230~

TYPES TA, TBS, SA, AVB, SIS, RHH THHN XHHW*

125oC

(257~

200~ (392~

TYPES AVA, AVL

TYPES AI

TYPES A

AIA

AA

25 35 45 60

30

40

30 45

(194~

25*

(12-8),

(12-8),

15 25 30 40

15 25 40 50

55

55 65 75 85

65 75 90 100

70 80 95 110

70 80 95 110

95 105 125

80

90 100 115 135

95 115 130 150

I/0 2/0 3/0 4/0

100 115 130 155

120 135 155 180

125 145 165 185

125 145 165 185

150 170 195 215

160 180 210 245

180 200 225 270

250

205 230 250 270 310

215 240

500

170 190 210 225 260

260 290 330

215 240 260 290 330

250 275 310 335 380

270 305 335 360 405

600 700 750 800 900 1000

285 310 320 330 355 375

340 375 385 395 425 445

370 395 405 415 455 480

370 395 405 415 455 480

425 455 470 485

440 485 500 520

560

60O

1250 1500 1750

405

485 520 545 560

530 580

530

12 10 8 6

300

350

400

_2000 .

86~

Temperature Rating of Conductor 75oC (167~

60oC TYPES RUW

i

or Dlx~ot Burial.

.

.

.

. .:,..

435 455 470

,,.

,

25

30 40

615 650

30* 40 55

580 615 650 .

50 65

55 75

650 .

.

.

.

705 .

.

.

.

J.

.

,.,

:

,,.~...

-

*The ampacities for types RHH, THHNI and XHHW conductors for sizes 12, and I0 shall be the same as designated for 75~ conductors in this table. For ambient temperatures over 30~ and derating factors for more conductors see following tables on page

T E C H N I C A L INFORI~IATION

433

ALLOWABLE AMPAC1TIES OF INSULATED ALUMINUM AND COPPER-CLAD ALUMINUM CONDUCTORS Slnglo

Conductor

in Froo A/r

(BASED ON A M B I E N T T E M P E R A T U R E O F 30~ Size

-

....

AWG MCM ..._....

,

12 10 8 6

'60~ '' (!40~

75~ (!.67~

TYPES RUW (12-2). T, TW

TYPES RH. RHW, RUH (12-2), THW THWN XHHW

Temperature Rating of Conductor

" 8 5 ~ ~ ~' 90~ ' ' 110~ - 12S~ .,. (1.85~ , (.1940F) ,_ (2300 F} i.(257~ TYPES V, MI

TYPES TA, TBS, SA. AVB, SIS, RHH, THHN XHHW*

TYPES AVA, AVL

-

200~ " ,. (3920F)

|

TYPES AI (12-8), AIA

TYPES A (12-8). AA

40 50 65 95

40 55 70 100

45 60 80 105

30 45 55 80

Bare and Covered Conductors

20 30 45 6O

20 30 55 75

30 45 55 80

80 95 110 130

100 115 135 155

105 120 140 165

105 120 140 165

125 140 165 190

135 150 175 205

140 165 185 220

100 115 135 160

1/0 2/0 3/0 4/0

150 175 200 230

180 210 240 280

190 220 255 300

190 220 255 300

220 255 300 345

240 275 320 370

255 290 335 400

185 215 250 290

250 300 350 400 500

265 290 330 355 405

315 350 395 425 485

330 375 415 450 515

330 375 415 450 515

385 435 4 75 520 595

415 460 510 555 635

320 360 400 435 490

600 700 750 800 900 1000

455 500 515 535 s80 625

545 595 620 645 700 750

585 645 670 695 7so 800

585 645 670 695 7so 800

675 745 775 805

720 795 825 855

930

990

560 615 640 670 725 770

1250 1500 1750 2000

7~0 795 sTs 960

ass 950 1o s o .1150

90s 1020 ~ ~2 s 12.2.0

90s 1020 ~ ~ 25 I . 1220

,

! i '

30* 45* 55 80

86~

,|

,

!

,,,

985

1175 j

1425

....

1165

_

*The ampacities for types RHH, T H H N and XHHW, conductors for sizes 12 and 10 shall be the same as designated for 75~ conductors in this table. For ambient temperatures over 30~ and derating factors for more conductors see following tables on page

434

TECHNICAL

INFORMATION

CORRECTION FACTORS FOR ROOM TEMPE~TURES OVER

aooc ( s e o ~

C.

F.

{l~

40

45 50 55

113 122 131

6o 70 75 80

14o 158 167 176

100 120 140

212 248 284

160 180

320 356 392 437

90

200 225

6ooc

ConduotorTomporaturoRstlng 85~

(140~

7s~ (167~

82 9 971 58 9 41 9

.88 .82 .75 .67

.90 .85 .80 .74

~s

(185~176

,94

9o~

~ ~ o~

~ 2s~

2oo~

2so~

s~

~,

.~

8,

.95 .91 .89 .87

(230~

(257~

.90 .85 .80 .74

.94 .90 .87 .83

.95 .92 .89 .86

~

~

.

~o

~0

~

(392~

. .

so I .6~ ! .so I

-51

I

.77

l DEBATING FACTORS FOB MORE CONDUCTOBS

......

=)

Conductors

% Value

4-6 7-24

80 70

Conductors ~

% Value

2'5-42 43 ~s over

F o r ampacities on insulated copper a n d aluminum conductors see preceding tables.

60" 50

159 .56 .50 .43 .:30

.

INFORMATION

TECHNICAL

MAXIMUM IN i

NUMBER

TRADE

SI~

Conduit Trade Size (lnches)

I-

;'

Type Letters

14

/ RUW, X H H W (14 thru 8) RHWandRHH !(wtthoutouter covering), THW TW, T, THW, R U H (6 thru 2), RUW (6 thru 2), F E P B (6 thru 2). R H W and R H H (without outer covering)

-9

,~,

IT H W N ,

I I

THHN. F E P (14 thru 2), F E P B (14 thru 8). X H H W (4 thru 500MCM)

'i/2

Conductor Size

iTW, T. RUH,

i

!

12 10 8 14 12 10 8 6 4 3 2 1 0 00 000 (3000 250 300 350 400 500

~ i

600 700 750

l

14

I

12 10 8 6 4 3 2

0

O0 000 0000

250

300

350 400 500 600 700 750

OF

OF

.'

. . . .

1 1 1 1

-

'.-

'

'-

TUBING 3' 3-I/2, !

4

1

4-1/2

[ 24 " 3 9 " 118 29 11 18 5 9 i 4 6 2 4 1 3 1 3

44 60 35 47 26 36 12 17 29 I 40 24 ' 32 19 26 10 13 7 10 5 7 4 6 4 5 3 4 2 3 1 3 1 2 1 1 1 1 1 1 1 1 1 1

99; 78 j 60 [ 28 ~65 ! 53 i~ 43 i 22 16 12 10 9 6 I 5 5 4 ' 3 2" ): 2 1 1 i

i42 i

I

, .

1 1 1

1 1 1

3 2 2

70 44 22 15 9 8 7

1 1 1 =-'[54. [14 73 36 26 16 13 11

164 104 51 37 22 19 16

3 i 2 1

4 3 2

7 6 5

10 8 7

1 ' 1 1

1 1 1

! 3 I i 3' i 2

4 i 4 3

3

s

1 1 1 1,.1

: 1 ] t ~ IL ! lj

2 1 11 I

4 3 3 2

I

69

51 32 16 11 7 6 5

~.

i

! 1 1

! 1 I 1 ! ~ 1 I 1 !

i

5'

6

'"

I

I I I 10 6 3

OR 2 2-i/2

3

. ' 1 5 125 7 12 / 19 S 9 15 2 4 7 6 10 16 4 8 13 4 6 11 1 3 5 1 2 4 1 1 3 1 1 2 1 1 2 1 1 1 1 1 1 i 1 1 ! . L 1 j : 11 1 I ! i

'13

CONDUCTORS

CONDUIT

3 / 4 i 1" 1 - 1 / 4 " 1 - 1 / 2 =

458

' 94

3j

3

j li : ,j

1 I [

i

I

Ill 171 85 131 176 4 0 i 62 84 93i 143:192 76i I 1 7 157 61 95 127 32 49 66 23 36 48 17 271 36 15 23 ~ 31 13 20 27 9 14 19 8 12 16 7 10 14 6 9 12 5 7 10 4'~ 6 8 3 i 5 7 3 4 6 2 4 5

!

8

lj

.

.

~2

.

I 108

163 85 106 62 78 47 58 40 50 34 43 25 31 21 27 18 23 15 19 13 16 10 13 9 11 8 10 7 9 . .6 . .7 5 6 4 5 4 5

.4

4 3 3 .

.

:

.

.

.

106 76 47 39 33

136 98 60 51 43

125 75 64 54

15 13 11

21 17 14

27 22 18

33 28 23

7 6 5

2s

32

10' 12' 8 ] 11 7 1 9

6

8

5 4 4 3

7 5 5 4

141 106 91 78 57 49 41 35 29 23 20 18 16 14

11 10 9

.

160 79 57 35 29 25

~8

133 97 73 63 54 39 33 29 24 20 16 14 12 11 9 7 7 6

4o

154 94 137 80 116 67 ~ 97 50

72

42 35 29

61 51 42

16 ' 2 0 ' 13 17 12 15 1 0 : 1i 3

28 24 21

19

9 I 11 ' 16 7i 9 13 6 8 11 6 711 !

(continued on next page)

(continued) C o n d m t T r a d e Size (Inches) .

.

i/213/4

.

.

C o n d u c t o r Size AWG. M C M 6

Type L e t t e r s

,

~r

,

i

.

1-1/4 1-1/2

3 .....s

600

9

14 12 I0 8

"RHH (wtth outer covering) ,,

21

30

~a ' 2 5

1 1 1

1 I 1

3.1/2

3

47

03

3 3 2

1 I 1

4

4-i/2

5

8i"~02

4 4 3

.5 $ 4

12e ~es

7 6 6

~Ss

6

9 7 7

13 11 10

3

6

~o

90 121

5 4 2

9 7 4

15 13 7

21 18 9

41 35 29 16

58

3 2 1

50 41 22

77 64 35

103 86 47

132 II0 60

138 75

94

137

1 1 I

1 1 1 1 1

2 1 I 1 1

5 3 3 3 1

6 5 4 4 3

11 8 7 6 5

15 12 I0 9 7

24 18 16 14 11

32 24 22 19 14

41 31 28 24 18

51 39 35 31 23

64 SO 44 38 29

93 72 63 56 42

1

1 I 1 1

1 I 1 1 1

2 I 1 1 1

4 3 3 2 1

6 5 4 4

9 8 7 6

3

3

4

5

12 II 9 8 6

16 14 12 10 8

20 18 15 13 11

1 1

1 1

1 1

2 1

4 3

5 4

6 6

8 7

25 22 19 16 i3 11 I0 9

37 32 28 24 19 17 15 14

1

l

1

~

3

4

s

6

8

~i

0 O0 000 0000

2sO

'I

1

300 350 4OO 5OO 600 700

.

CONDUIT in Inohos

8psmlngs

2-1/;

~3

1

700 750

RHW,

2

.

.

.

.

1

1

1 1

1 1 1

.

1 1 1

SPACINGS botwoon Contort

5

2 1 1

7

3 3 3

9

4 3 3

5 4 4

6 6 5

9 8 8

of Conduits

The top figures are the mmtmum dimenstons to provtde clearance between Iocknuts. The bottom spacings should be used whenever possible. Size

.

1/2 1/4 I

I -I/4

.

1/2 3/4 1-3/16 1-3/16 1-5/161-7/16 .

I -I/2 1-I/3 I-3/4 1-3/4 2 1-15/16 2-I/8 2-3/16 2-3/8 2-7/16 2-5/8 2-13/16 3 3-1/8 3-3/8

.

.

.

1

.

I -I/4 .

1- I / 2 .

1-7/8 1-3/8 I-3/4 I-7/8 2 1-7/8 2 2-I/8 2-I/4 2-I/16 2-3/16 2-I/8 2-3/8 2-5/16 2-I/2 2-I/2 2-3/4 2-9/16 2-3/4 2-3/4 3 2-15/163-I/16 3-1/8 3-3/8 3-1/4 3-3/8 3-1/2 3-5/8

2

.

6 ......

3-7/16 3-3/4 3-3/4 4 4-1/8 4-3/8 4-3/4 ,5

2-I/4 2-I/2 2-7/16 2-9/16 2-3/8 2-3/4 2-3/4 2-7/8 3 3.-I/8 3 3-I/8 3-I/4 3-3/8 3-5/16 3-7/17 3-5/8 3-3/8 3-5/8 3-3/8 3-7/8 4 3-9/16 3-11/163-17/164-1/16 3-7/8 4 4-1/4 4-7/8 3-7/8 4 4-1/4 4-3/8 4 - I / 8 4-1/4 4-1/2 4-3/4 4 - I / 4 4-3/8 4-5/8 4-3/4 4-1/2 4-5/8 4-7/8 S 4-7/8 5 5-1/4 5-3/8 5-I/4 ...5-1/4 . 5-I/2 5-5/8

Locknut bushing Condutt

1-1/8 1 7/8

1-3/8 1-11/162-5/16 2-7/16 3 1-1/4 1.1/2 1-7/8 2.1/8 2-5/8 1-1/16 1-3/8 1-11/161-15/162-3/8

Locknuts Bush mgs

5882 4166

3845 2B58

1-I/2 2 2-I/2 3 3-1/2

4 4-1/2 5

3-I/8 3-3/8 3-3/8 3-5/8 3-3/8 4 4-1/16 4-3/8 4-3/8 4-3/8 4-5/8 5 5 5-3/8 5-5/8 6

Appr0xlmat~

Number 2500 1110

1250 833

833 667

.

2-I/2

3-5/8 4 4 4-3/8 4-5/16 4-5/8. 4-5/8 5 4-7/8 5-I/4 5-I/4 5-5/8 5-7/8 6-I/4

3-I/2

4

4-I/2

4-3/16 4-3/4 4-5/8 4-15/16 5 5-3/8 4-13/165-1/8 5-7/16 4-3/8 5-3/8 6 5-1/4 5-1/16 5-7/8 6-1/8 5-I/8 6 6-I/4 6 - I / 2 5-9/16 5-7/8 6-3/16 6 - I / 8 6 6-1/4 6-5/8 7 6-3/16 6-1/2 6-13/167-1/8 6-3/8 7 7-I/4 7-3/8

Diamet~x~

.

.

.

.

.

3-7/16 4-7/16 4-13/165-3/8 3-3/16 3-7/8 4-7/16 5 2-7/8 3-1/2 4 4-1/2

per lO0 625 500

3

500 333

.

.

.

5

8

6-13/16 7-1/4 7-3/16 8-1/8 8 8-5/8 .

.

.

6 6-13/167-15/16 5-7/16 6-7/8 7-3/8 5 5-7/16 6-5/8

Lbm. 333 250

278 179

208 125

133 83

151 67

53 435

TECHNICAL INFORMATION

ELECTRICAL Standard

Symbols

for Wiring

Plans

437

SYI~BOLS and Eleotrioal

Apparatus

Diagrams

In order to understand plans and diagrams, a set of standard graphical symbols should be used. Any arbitrary symbols with an appropriate key may be used, however the following standard symbols have been accepted and are more widely used, recognized and understood by the electrical industry. The following symbols as outlined are preferred types based upon the recommendations of the American Standard Association. GRAPHICAL SYMBOLS FOR ONE LINE SWITCHGEAR AND APPARATUS DIAGRAMS

@ @ 0} 0

Synchronous Generators,Motors, & Condensers

Air BreakSwitch, RemoteOperated, Double Tkrow Air BreakSwitch, Remote Operated, Double Blade Selector Type Air BreakSwltch, RemoteOperated, Single Blade Selector Type

Synchronous Converters

Contactor with Normally Open Contact

Squirrel-Cage Induction Motors & Generators Wound-Rotor Induction Motors & Generators

t,

Contactor with Normally Closed Contact

D-c Generators, Motors, & Exciters

)

PowerRectifiers

2 Winding .~r~. 'q"~"'c" 3 Winding "1" .d., -r,-lr.,mm 4 Winding uJ~ "I"

|@

i)

Air Circuit Breaker

~]

il Circuit Breaker Fuses

Fixed Ratio Power Transformers

With Tertiary Not Brought Out Autotrgnsformer

6

Lightningor Surge Arrestor Protective Gap

~r

Surge Capacitor

Nonmagnetlc Core Reactors

Single Ratio Single Secondary Double Ratio Single Secondary Single R a t i o Double Secondary

E

Magnetic Core Reactors

Bushing Type

J. T

Static Capacitors

/

Air BreakSwitch, Direct Manually Operated, Single Throw Air BreakSwitch, Direct Manually Operated, Double Throw Air BreakSwitch, RemoteOperated, Single Throw

Constant-Current Transformer Induction Regulator

0 6

t 6

/

Resistors

~ ~~

)~(

2 Winding Single Ratio 2 Winding with Topped Secondary

11~

Current Transformers

Potential Transformers

Capacitance Bushing Potential Device

~. Coupling Capacitor Potential Device

~].

Shunt

438

TECHNICAL INFORMATION

gLgCTRICAL

SYMBOLS

GRAPHICAL ELECTRICAL SYMBOLS FOR ARCHIT~TURAL Ceiling Wall 0 (~ (~) (~)

-O ~ -~)

(~)

(~)

~

(D i~ws (~) ~) (~) ~)

-(~

-(s _(~ ~ ~ ~ ~

GENERAL OUTLETS Outlet Blanked Outlet Drop Cord Electrical Outlet, for use only when circle used alone might be confused with columns, plumbing symbols, etc. Fan Outlet

Junction Box

Lamp Holder Lamp Holder with Pull Switch Pull Switch Outlet for Vapor Discharge Lamp Exit Light Outlet Clock Outlet (Specify Voltage)

::~ =~L,s

CONVENIENCE OUTLETS Duplex Convenience Outlet Convenience Outlet Other than Duplex 1 = Single, 3 = Triplex, etc.

=~wp ~]~lt ==~s ={~i] 9 I~)

Weatherproof Convenience Outlet RangeOutlet Switch and Convenience Outlet Radioand Convenience Outlet SpecialPurpose Outlet (Des. in Spec.) Floor Outlet SWITCH OUTLETS

s s~ !~ s4 sO sl[ Sic Sp Ir Sic Snc SiP sF Swe

Single Pole Switch DoublePole Switch Three Way Switch Four Way Switch Automatic Door Switch Electrolier Switch Key Operated Switch Switch and Pilot Lamp Circuit Breaker Weatherproof Cimuit Breaker Momentory Contact Switch RemoteControl Switch Weatherproof Switch FreedSwitch Weatherproof Fused Switch SPECIAL OUTLETS

Any Standard Symbol as given above with the addition of a lower case subscript letter may be used to designate o~etc.sorne special variation of Standa~ E--~k,,k,.~,, quipment of particular interest in a ~'~"~" specific set of Architectural Plans. ---,-r-, .... When used they must be listed in the Key of Symbols on each drawing and if necessary further described in the specifications. O

i

PLANS

PANELS, CIRCUITS & MISCELLANEOUS

Lighting Panel Power Panel Branch Circuit; Concealed in Ceiling or Wall --Branch Circus t; Concealed in Floor Branch Circuit; ExpcBed ".... Home Run to Panel Board. Indicate numb?r.of circuits by..numbltr of qrrows. ~om. Any cirr without further designation indicates a 2-wire circuit. For a greater number of wires indicate m follows: (3 wires) (4 wires), etc. --Fee~lers. Note: Use heavy lines .and aes,ijg.n.are.oy,.num.Per Forre.qxx~ding ro listing in reeaer :)cnedUle. Underfloor Duct & Junction Box Triple System. I~l.otg: .For double, or ~l.ngle s~lreml eliminate one or two/trill. This symbol is equally octaptable to auxillary system layouts. (~) Generator (j~ Motor (i) Instrument (~) Power Transformer(or draw to scale) Control let Isolating Switch E~ AUXILIARY SYSTEMS Push Button Buzzer J~ E3~ Bell Annunciator "-O Outside Telephone I~ Interconnecting Telephone J~ Telephone Switchboard I~ Bell Ringing Transformer d~) Electric Door Opener [El Fire Alarm Bell I~ Fire Alarm Station liE] City Fire Alarm Station IZl I'FA"1 Fire Alarm Central Station Automatic Fire Alarm Device Watchman's Station l~J Watchman's Central Station Hom Illl Nurse's Signal Plug IM-I Mald's Signal Plug Radlo Outlet Signal Central Station r-] Interconnection BOx § Battery Auxiliary System Circuits. Note: Any_ line without further designation indlca.tes a 2-Wire. Syst.em.. For a greater number or wires aeslgnam w i th _numerals in manner similar to -1"2-No. 18W - ~"C, or designate by number corresponding to listing in Schedule. E] ~lllc .Special Auxiliary Outlets Subscril~t letters refer to notes on plans or detai led (lescrlptlon in specifications.

TECHNICAL INFORMATION

CONVERSION Minutlm

Minutes

Hours

to Demimal

TABLE Hours

Minutes

Hours .517

1

.017

31

2

.034

32

.534

3

.050

33

.550

4

.067

34

.567

5

.084

35

.584

6

.100

36

.600

7

.117

37

.617

8

.135

38

.634

9

.150

39

.OSO

I0

.167

40

.667

11

.184

41

.684

12

.200

42

.700

13

.217

43

.717

14

.232

44

.734

15

.250

45

.750

16

.267

46

767 9

17

.284

47

784 9

18

.300

48

.800

19

.317

49

.817

20

.334

50

.834

21

.350

51

.850

22

.368

52

.867

23

.384

53

.884

24

.400

54

.900

25

.417

55

.917

26

.434

56

934 9

27

.450

57

950 9

28

.467

58

.967

29

.484

59

.984

30

.500

60

1.000 ,.,

439

440

TECHNICAL INFORMATION

9l i ~ .~

J

li:: :[

f

t9 Z qr :[

~J ~J

m

!

hi

M

i

E.

This Job Estimating Form is ideal for use when working with the Estimating Man-Hour Manuals. Prices and further information on this form available from Gulf Publishing Co., P.O. Box 2608, Houston, Texas 77252-2608.