HomeMy WebLinkAbout20130329 CARPENTER HALL-2042-stamped-combined-CDPROJECT SITE PLANDRAWING INDEXCORNELL UNIVERSITYNETWORK CONNECTIVITY PROJECTCARPENTER HALL - 2042DRAWINGDESCRIPTIONT-COVERDRAWING INDEX AND PROJECT SITE PLANT-GENSTANDARD SYMBOLS, NOTES, ABBREVIATIONS (T-SERIES)T1T1-SZTR SERVING ZONES, PLAN VIEWS AND BLDG. SECTION VIEWT1-PLPATHWAYS LOGICAL RISER DIAGRAMST1-CLCOPPER LOGICAL RISER DIAGRAMST1-FLFIBER LOGICAL RISER DIAGRAMST2T2-B.CA_CPBASEMENT PATHWAYS AND CABLINGT2-1.CA_CPFIRST FLOOR PATHWAYS AND CABLINGT2-2.CA_CPSECOND FLOOR PATHWAYS AND CABLINGT3T3-BAMTR-BA ENLARGED PLANS AND ELEVATIONSAMEPAMEP-GENGENERAL NOTES, SYMBOLS AND ABBREVIATIONS (AMEP SERIES)T1-AMEPAMEP-AREAS OF WORKAMEP-BAMTR-BA PARTIAL PLANS AND KEYNOTESA4TYPICAL ARCHITECTURAL DETAILSM4TYPICAL MECHANICAL DETAILSE4TYPICAL ELECTRICAL DETAILSDESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:PLOT DATE: March 28, 2013 PLOT BY: pbarrie
OWNER PROJECT NO:J:\PROJECTS-Ithaca\2011\11103 CORNELL - NCP\Carpenter Hall 2042\CAD\11103-2042--T-COVER.dwgFax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCSCALES ON THIS DRAWING ACCURATE WHEN PLOTTED TO: ARCH E1 (30X42 IN.)Cornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBDRAWING INDEXAND PROJECT SITEPLANT-COVERPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECT
CEILING SCHEDULEGENERAL REMOVAL NOTESGENERAL DRAWING NOTES-EXISTING CONDITIONS/REMOVALS-ACCESS CONTROL SYMBOLS LEGENDGENERAL NEW WORK NOTESGENERAL DRAWING NOTES-HORIZONTAL CABLING-GENERAL DRAWING NOTES-PATHWAYS-GENERAL DRAWING NOTES-PATHWAYS-ABBREVIATIONS TELECOM SYMBOLS LEGEND(REV. 07/12)NEW / EXISTING OUTLET SUBSCRIPT KEYNEW PATHWAY TYPE KEYOUTLET DESCRIPTOR KEYEXISTING OUTLET NOTE KEYCABLING SYMBOLS LEGENDDESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBSTANDARDSYMBOLS, NOTES,ABBREVIATIONS(T-SERIES)T-GENPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECT3$7+:$<6&+('8/(1(::25.&$%/(),//%$6('21&$%/(2'¸ 0.24DESIGNATIONDESCRIPTIONMANUFACTURERPART NO.APPROXIMATEOUTSIDEDIMENSIONAPPROXIMATEINSIDEDIMENSIONCABLE FILL&$3$&,7<¸MIN. BENDRADIUS&ʵCONDUITSEE SPEC. SECTION 27 05 28.75" DIA.44.5"1" C1" DIA.76"1.25" C1.25" DIA.137.5"1.5" C1.5" DIA.189"2" C2" DIA.2912"2.5" C2.5" DIA.5125"3" C3" DIA.7830"4" C4" DIA.13040"SR-1NOT USEDSR-2 **SURFACE RACEWAYSEE SPEC. SECTION27 05 282400 SERIESSEE SPEC. SECTION 27 05 2812SR-3 **SURFACE RACEWAY3000 SERIES32SR-4 **SURFACE RACEWAY4000 SERIES63SR-4D **SURFACE RACEWAY(DIVIDED)4000D SERIES30SR-5 **SURFACE RACEWAY5400 SERIES32SR-6 **SURFACE RACEWAY6000 SERIES140SR-6D **SURFACE RACEWAY(DIVIDED)6000D SERIES63SR-7SURFACE RACEWAY700 SERIES2CT-ATRAYETR4"x6"211CT-B2"x12"211CT-CNOT USED2"x18"316CT-D2"x24"419CT-EETR4"x12"419CT-FNOT USED4"x18"632CT-G4"x24"844CT-H6"x12"636CT-I--CT-J--CT-K--127(6 ¸0$;,080),//)25&$7(*25<,1',&$7(' 3(57,$(,$ $ - CAT6A CABLING HAS AN OD OF 0.285.5('8&(),//5$7,2%<)25($&+ %(1' - ENSURE THAT FILL RATIOS ARE NOT EXCEEDEDʵ&21'8,76+$//21/<%($//2:('$663(&,),&$//<127('21'5$:,1*6 ** REDUCE CAPACITY BY 50% FOR THE FOLLOWING CONDITIONS: - WHEN CONNECTORS ARE MOUNTED WITHIN RACEWAY - WHEN NON-RADIUS FITTINGS RESTRICT CROSS-SECTIONAL AREA - WHEN RACEWAY IS DIVIDED AND SHARED WITH ELECTRICALTER EXISTING SURFACE RACEWAY TO PROVIDE AT LEAST TWO 16"SECTIONS OF REMOVABLE COVERS TO ALLOW CABLE ROUGH-IN WITHOUTCONFLICT WITH EXISTING FURNITURE CONFIGURATIONS. ALSO REFER TOGENERAL NOTE "Z" ON T-GEN DRAWING FOR ADDITIONAL SCOPE FORSURFACE RACEWAYS.WHERE REQUIRED BY RACEWAY CAPACITY, OR AS DIRECTED, PROVIDESURFACE MOUNT EXTENSION BOX ON EXISTING RACEWAY OPENING TOPROVIDE ADEQUATE CAPACITY AND BEND RADIUS. ALSO REFER TORACEWAY DERATING REQUIREMENTS AT LEFT.WHERE REQUIRED BY RACEWAY CAPACITY, OR AS DIRECTED, PROVIDERETROFIT ENTRANCE END FITTING OR ALTER EXISTING BACKFED CONDUITWITH A NEW SPACE SAVER CONNECTOR TO PROVIDE ADEQUATE CAPACITYAND BEND RADIUS FOR NEW CABLING. ALSO REFER TO RACEWAYDERATING REQUIREMENTS AT LEFT. FIELD VERIFY EXISTING CONDITIONSAND PROPOSE ALTERATIONS THAT MINIMIZE SERVICE DISRUPTIONDURATION. PROVIDE ALL TEMPORARY PROVISIONS TO MAINTAIN EXISTINGSERVICES.CONDUIT AND CABLE TRAY TO BE ROUTED CONCEALED UNLESSOTHERWISE NOTED.
SECOND FLOORFIRST FLOORSECOND FLOORFIRST FLOORBASEMENTBASEMENTTR SERVING ZONES - BUILDING SECTION VIEW4Scale: NONEFIRST FLOOR - TR SERVING ZONE PLAN2Scale: 1/16" = 1'-0"BASEMENT - TR SERVING ZONE PLAN1Scale: 1/16" = 1'-0"SECOND FLOOR - TR SERVING ZONE PLAN3Scale: 1/16" = 1'-0"DESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBTR SERVING ZONES,PLAN VIEWS ANDBLDG. SECTIONVIEWT1-SZPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECT016'32'8'016'32'8'016'32'8'
SECOND FLOORFIRST FLOORSECOND FLOORFIRST FLOORBASEMENTBASEMENTSECOND FLOORFIRST FLOORSECOND FLOORFIRST FLOORBASEMENTBASEMENTScale: NONEPATHWAY LOGICAL RISER DIAGRAM - NEW WORK2Scale: NONEPATHWAY LOGICAL RISER DIAGRAM - EXISTING / REMOVAL1DESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBPATHWAYS LOGICALRISER DIAGRAMST1-PLPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECT
SECOND FLOORFIRST FLOORSECOND FLOORFIRST FLOORBASEMENTBASEMENTSECOND FLOORFIRST FLOORSECOND FLOORFIRST FLOORBASEMENTBASEMENTScale: NONECOPPER LOGICAL RISER DIAGRAM - NEW WORK2Scale: NONECOPPER LOGICAL RISER DIAGRAM - EXISTING / REMOVAL1DESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBCOPPER LOGICALRISER DIAGRAMST1-CLPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECT
SECOND FLOORFIRST FLOORSECOND FLOORFIRST FLOORBASEMENTBASEMENTSECOND FLOORFIRST FLOORSECOND FLOORFIRST FLOORBASEMENTBASEMENTScale: NONEFIBER LOGICAL RISER DIAGRAM - NEW WORK2Scale: NONEFIBER LOGICAL RISER DIAGRAM - EXISTING 1DESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBFIBER LOGICALRISER DIAGRAMST1-FLPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECT
KEY PLANBASEMENT - COMMUNICATION PATHWAYS / HORIZONTAL CABLING1Scale: 1/8" = 1'-0"08'16'4'DESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:PLOT DATE: March 28, 2013 PLOT BY: pbarrie
OWNER PROJECT NO:J:\PROJECTS-Ithaca\2011\11103 CORNELL - NCP\Carpenter Hall 2042\CAD\11103-2042--T2-B.dwgFax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCSCALES ON THIS DRAWING ACCURATE WHEN PLOTTED TO: ARCH E1 (30X42 IN.)Cornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBBASEMENTPATHWAYS ANDCABLINGT2-B.CA_CPPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTEXISTING OUTLET NOTE KEY
KEY PLANFIRST FLOOR - COMMUNICATION PATHWAYS / HORIZONTAL CABLING1Scale: 1/8" = 1'-0"08'16'4'DESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:PLOT DATE: March 28, 2013 PLOT BY: pbarrie
OWNER PROJECT NO:J:\PROJECTS-Ithaca\2011\11103 CORNELL - NCP\Carpenter Hall 2042\CAD\11103-2042--T2-1.dwgFax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCSCALES ON THIS DRAWING ACCURATE WHEN PLOTTED TO: ARCH E1 (30X42 IN.)Cornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBFIRST FLOORPATHWAYS ANDCABLINGT2-1.CA_CPPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTPOWER & COMMUNICATIONSSURFACE/FLOOR MOUNT DETAIL2Scale: NTSEXISTING OUTLET NOTE KEY
KEY PLANSECOND FLOOR - COMMUNICATION PATHWAYS / HORIZONTAL CABLING1Scale: 1/8" = 1'-0"08'16'4'DESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:PLOT DATE: March 28, 2013 PLOT BY: pbarrie
OWNER PROJECT NO:J:\PROJECTS-Ithaca\2011\11103 CORNELL - NCP\Carpenter Hall 2042\CAD\11103-2042--T2-2.dwgFax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCSCALES ON THIS DRAWING ACCURATE WHEN PLOTTED TO: ARCH E1 (30X42 IN.)Cornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBSECOND FLOORPATHWAYS ANDCABLINGT2-2.CA_CPPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTEXISTING OUTLET NOTE KEY
KEY PLANDESCRIPTIONMARKDATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:PLOT DATE: March 28, 2013 PLOT BY: pbarrie
OWNER PROJECT NO:J:\PROJECTS-Ithaca\2011\11103 CORNELL - NCP\Carpenter Hall 2042\CAD\11103-2042--T3-B.dwgFax: 585.424.4239115 METRO PARKROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCSCALES ON THIS DRAWING ACCURATE WHEN PLOTTED TO: ARCH E1 (30X42 IN.)Cornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBMTR-BA ENLARGEDPLANS ANDELEVATIONST3-BAPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTBASEMENT - ROOM B06TELECOM EQUIPMENT PLAN EXISTING / REMOVALS1Scale: 1/4" = 1'-0"04'8'2'BASEMENT - MTR-BA (ROOM B06)TELECOM EQUIPMENT PLAN - NEW WORK2Scale: 1/4" = 1'-0"04'8'2'01'2'1/2'BASEMENT - ROOM B06BACKBOARD ELEVATION - EXISTING / REMOVALS5Scale: 1" = 1'-0"01'2'1/2'BASEMENT MTR-BA (ROOM B06) RACKS ELEVATION - NEW WORK4Scale: 1" = 1'-0"BASEMENT MTR-BA (RACK 1)FIBER HOUSING DETAIL7Scale: NONEBASEMENT MTR-BA (ROOM B06)BACKBOARD ELEVATION - NEW WORK6Scale: 1" = 1'-0"01'2'1/2'01'2'1/2'BASEMENT ROOM B06 RACK 2 ELEVATION-EXISTING/REMOVALS3Scale: 1" = 1'-0"4'-7 1/2"14'-8 3/4"8'-0"
DESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBGENERAL NOTES,SYMBOLS ANDABBREVIATIONS(AMEP SERIES)AMEP-GENPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTELECTRICAL SYMBOLS LEGEND4Scale: NONEMECHANICAL SYMBOLS LEGEND3Scale: NONEARCHITECTURAL SYMBOLS LEGEND2Scale: NONEABBREVIATIONS1Scale: NONE
DESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBAMEP-AREAS OFWORKT1-AMEPPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTFIRST FLOOR - AMEP AREAS OF WORK2Scale: 1/16" = 1'-0"BASEMENT - AMEP AREAS OF WORK1Scale: 1/16" = 1'-0"SECOND FLOOR - AMEP AREAS OF WORK3Scale: 1/16" = 1'-0"016'32'8'016'32'8'016'32'8'
DESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:PLOT DATE: March 25, 2013 PLOT BY: pbarrie
OWNER PROJECT NO:J:\PROJECTS-Ithaca\2011\11103 CORNELL - NCP\Carpenter Hall 2042\CAD\11103-2042--T3-B.dwgFax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCSCALES ON THIS DRAWING ACCURATE WHEN PLOTTED TO: ARCH E1 (30X42 IN.)Cornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBMTR-BA PARTIALPLANS ANDKEYNOTESAMEP-BAPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTBASEMENT IDF (ROOM B06)ARCHITECTURAL - EXISTING / DEMO1Scale: 1/4" = 1'-0"04'8'2'BASEMENT MTR-BA (ROOM B06)ARCHITECTURAL - NEW WORK4Scale: 1/4" = 1'-0"04'8'2'BASEMENT IDF (ROOM B06)MECHANICAL - EXISTING / REMOVALS2Scale: 1/4" = 1'-0"04'8'2'BASEMENT IDF (ROOM B06)ELECTRICAL - EXISTING / REMOVALS3Scale: 1/4" = 1'-0"04'8'2'BASEMENT MTR-BA (ROOM B06)ELECTRICAL - NEW WORK6Scale: 1/4" = 1'-0"04'8'2'HVAC CONSTRUCTION KEYED NOTES:ARCHITECTURAL - CONSTRUCTION KEYED NOTES:BASEMENT MTR-BA (ROOMS B06, B0060)MECHANICAL - NEW WORK5Scale: 1/4" = 1'-0"04'8'2'´´KEY PLAN4'-7 1/2"8'-0"14'-8 3/4"4'-7 1/2"4'-7 1/2"
GENERAL NOTESDESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBTYPICALARCHITECTURALDETAILSA4PSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTNEW ACCESS PANEL - EXISTING GWB CEILING1Scale: NONENEW ACCESS PANEL - EXISTING GWB WALL2Scale: NONE
GENERAL NOTES1. PROVIDE 1" FILTER.2. PROVIDE UNIT MOUNTED CONTROLS.3.(:7 '85,1*:,17(50217+6(:7 '85,1*6800(50217+6DESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBTYPICALMECHANICALDETAILSM4PSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTPUMP SCHEDULE8Scale: NONECONCRETE ANCHOR DEVICE DETAIL3Scale: NONETWO WAY CONTROL VALVECOIL PIPING DETAIL4Scale: NONEFIRE RATED WALL PIPE PENETRATION2Scale: NONEPIPE HANGER1Scale: NONETYPICAL COOLING COIL DRAIN5Scale: NONECHILLED WATER COIL SCHEDULE7Scale: NONEIN LINE PUMP PIPING DETAIL6Scale: NONE
SECOND FLOORFIRST FLOORSECOND FLOORFIRST FLOORBASEMENTBASEMENTTMGBSTEELGENERAL NOTESSE RATEDNOTES:HINGED TRIM200% NEUTRALCOMPUTER GRADE FEED-THRU LUGSSUB FEED LUGSSUB-FEED BREAKERISOLATED GND BUSDESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBTYPICAL ELECTRICALDETAILSE4PSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTPOWER AND GROUNDING SYSTEM RISER DIAGRAM2Scale: NONETELECOMMUNICATIONS GROUND BAR (TMGB, TGB) DETAIL4Scale: NONEPANEL SCHEDULES1Scale: NONELIGHTING FIXTURE SCHEDULE3Scale: NONEPUMP P1 CONTROL DIAGRAM5Scale: NONE
DESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBGENERAL NOTES,SYMBOLS ANDABBREVIATIONS(AMEP SERIES)AMEP-GENPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTELECTRICAL SYMBOLS LEGEND4Scale: NONEMECHANICAL SYMBOLS LEGEND3Scale: NONEARCHITECTURAL SYMBOLS LEGEND2Scale: NONEABBREVIATIONS1Scale: NONE
DESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBAMEP-AREAS OFWORKT1-AMEPPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTFIRST FLOOR - AMEP AREAS OF WORK2Scale: 1/16" = 1'-0"BASEMENT - AMEP AREAS OF WORK1Scale: 1/16" = 1'-0"SECOND FLOOR - AMEP AREAS OF WORK3Scale: 1/16" = 1'-0"016'32'8'016'32'8'016'32'8'
DESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:PLOT DATE: March 25, 2013 PLOT BY: pbarrie
OWNER PROJECT NO:J:\PROJECTS-Ithaca\2011\11103 CORNELL - NCP\Carpenter Hall 2042\CAD\11103-2042--T3-B.dwgFax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCSCALES ON THIS DRAWING ACCURATE WHEN PLOTTED TO: ARCH E1 (30X42 IN.)Cornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBMTR-BA PARTIALPLANS ANDKEYNOTESAMEP-BAPSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTBASEMENT IDF (ROOM B06)ARCHITECTURAL - EXISTING / DEMO1Scale: 1/4" = 1'-0"04'8'2'BASEMENT MTR-BA (ROOM B06)ARCHITECTURAL - NEW WORK4Scale: 1/4" = 1'-0"04'8'2'BASEMENT IDF (ROOM B06)MECHANICAL - EXISTING / REMOVALS2Scale: 1/4" = 1'-0"04'8'2'BASEMENT IDF (ROOM B06)ELECTRICAL - EXISTING / REMOVALS3Scale: 1/4" = 1'-0"04'8'2'BASEMENT MTR-BA (ROOM B06)ELECTRICAL - NEW WORK6Scale: 1/4" = 1'-0"04'8'2'HVAC CONSTRUCTION KEYED NOTES:ARCHITECTURAL - CONSTRUCTION KEYED NOTES:BASEMENT MTR-BA (ROOMS B06, B0060)MECHANICAL - NEW WORK5Scale: 1/4" = 1'-0"04'8'2'´´KEY PLAN4'-7 1/2"8'-0"14'-8 3/4"4'-7 1/2"4'-7 1/2"
GENERAL NOTESDESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBTYPICALARCHITECTURALDETAILSA4PSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTNEW ACCESS PANEL - EXISTING GWB CEILING1Scale: NONENEW ACCESS PANEL - EXISTING GWB WALL2Scale: NONE
GENERAL NOTES1. PROVIDE 1" FILTER.2. PROVIDE UNIT MOUNTED CONTROLS.3.(:7 '85,1*:,17(50217+6(:7 '85,1*6800(50217+6DESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBTYPICALMECHANICALDETAILSM4PSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTPUMP SCHEDULE8Scale: NONECONCRETE ANCHOR DEVICE DETAIL3Scale: NONETWO WAY CONTROL VALVECOIL PIPING DETAIL4Scale: NONEFIRE RATED WALL PIPE PENETRATION2Scale: NONEPIPE HANGER1Scale: NONETYPICAL COOLING COIL DRAIN5Scale: NONECHILLED WATER COIL SCHEDULE7Scale: NONEIN LINE PUMP PIPING DETAIL6Scale: NONE
SECOND FLOORFIRST FLOORSECOND FLOORFIRST FLOORBASEMENTBASEMENTTMGBSTEELGENERAL NOTESSE RATEDNOTES:HINGED TRIM200% NEUTRALCOMPUTER GRADE FEED-THRU LUGSSUB FEED LUGSSUB-FEED BREAKERISOLATED GND BUSDESCRIPTIONMARK DATEPROJECT MANAGER:DRAWN BY:AT PROJECT NO:CHECKED BY:SHEET TITLE:ISSUE DATE:CLIENT:OWNER PROJECT NO:Fax: 585.424.4239115 METRO PARK ROCHESTER, NY 14623www.archi-technology.comPHONE: 585.424.1952LLCCornell UniversityCORNELL UNIVERSITY
CARPENTER HALL - 2042
ITHACA, NYCONSTRUCTIONDOCUMENTS11103-2042754PKBDPBJLB/PKBTYPICAL ELECTRICALDETAILSE4PSD20 SD50 DD100 DDCDNETWORK CONNECTIVITY PROJECTPOWER AND GROUNDING SYSTEM RISER DIAGRAM2Scale: NONETELECOMMUNICATIONS GROUND BAR (TMGB, TGB) DETAIL4Scale: NONEPANEL SCHEDULES1Scale: NONELIGHTING FIXTURE SCHEDULE3Scale: NONEPUMP P1 CONTROL DIAGRAM5Scale: NONE
BEARDSLEY DESIGN ASSOCIATES
CORNELL - NCP WIRE MESH PARTITIONS
STANDARD SPECIFICATIONS MARCH 29, 2013
SECTION 102213 -- WIRE MESH PARTITIONS
PART 1 GENERAL
1.1 DEFINITIONS
A. As defined in ASTM E 2016:
1. Intermediate Crimp: Wires pass over one and under the next adjacent
wire in both directions, with wires crimped before weaving and with extra
crimps between the intersections.
2. Lock Crimp: Deep crimps at points of the intersection that lock wires
securely in place.
1.2 PERFORMANCE REQUIREMENTS
A. Delegated Design: Design wire mesh units, including comprehensive
engineering analysis by a qualified professional engineer, using performance
requirements and design criteria indicated.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction
details, material descriptions, dimensions of individual components and
profiles, and finishes for wire mesh items.
B. Shop Drawings: Include plans, elevations, sections, details, and attachments
to other work.
1. Include clearances required for operation of doors.
1.4 QUALITY ASSURANCE
A. Source Limitations: Obtain wire mesh items from single source from single
manufacturer.
B. Welding Qualifications: Qualify procedures and personnel according to the
following:
1. AWS D1.1/D1.1M, "Structural Welding Code - Steel."
2. AWS D1.3, "Structural Welding Code - Sheet Steel."
1.5 DELIVERY, STORAGE, AND HANDLING
A. Deliver wire mesh items with cardboard protectors on perimeters of panels
and doors and with posts wrapped to provide protection during transit and
Project-site storage. Use vented plastic.
B. Inventory wire mesh partition door hardware on receipt and provide secure
lockup for wire mesh partition door hardware delivered to Project site.
BEARDSLEY DESIGN ASSOCIATES
CORNELL - NCP WIRE MESH PARTITIONS
STANDARD SPECIFICATIONS MARCH 29, 2013
1. Tag each item or package separately with identification and include basic
installation instructions with each item or package.
C. Deliver keys to Owner by registered mail or overnight package service.
1.6 PROJECT CONDITIONS
A. Field Measurements: Verify actual dimensions of construction contiguous
with wire mesh units by field measurements before fabrication.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, available
manufacturers offering products that may be incorporated into the Work
include, but are not limited to, the following:
1. Acorn Wire & Iron Works, Inc.
2. American Woven Wire Corporation.
3. California Wire Products Corporation.
4. Central Wire and Iron.
5. Donaldson, R. J., Inc.
6. Folding Guard Corporation.
7. G-S Company (The).
8. Indiana Wire Products, Inc.
9. Jesco Industries, Inc.
10. Kenco Wire and Iron Products Inc.
11. Kentucky Metal Products Co.
12. King Wire Partitions, Inc.
13. Lakeside Wire and Iron Company.
14. Miller Wire Works, Inc.
15. Newark Wire Works Inc.
16. Standard Wire & Steel Works.
17. Wire Crafters, LLC.
2.2 MATERIALS
A. Steel Wire: ASTM A 510 (ASTM A 510M).
B. Steel Plates, Channels, Angles, and Bars: ASTM A 36/A 36M.
C. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS),
Type B.
D. Steel Pipe: ASTM A 53/A 53M, Schedule 40 unless another weight is
indicated or required by structural loads.
E. Square Steel Tubing: ASTM A 500, cold-formed structural-steel tubing.
BEARDSLEY DESIGN ASSOCIATES
CORNELL - NCP WIRE MESH PARTITIONS
STANDARD SPECIFICATIONS MARCH 29, 2013
F. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS),
Type B; with G60 (Z180) zinc (galvanized) or A60 (ZF180) zinc-iron-alloy
(galvannealed) coating designation.
G. Panel-to-Panel Fasteners: Manufacturer's standard steel bolts, nuts, and
washers.
H. Postinstalled Expansion Anchors: With capability to sustain, without failure,
load imposed within factors of safety indicated, as determined by testing per
ASTM E 488, conducted by a qualified independent testing agency.
1. Carbon Steel: Zinc plated to comply with ASTM B 633, Class Fe/Zn 5
(0.005 mm) for Class SC 1 service condition (mild).
2. Stainless Steel: ASTM F 593 and ASTM F 594, Alloy Group 1 or 2
(ASTM F 738M and ASTM F 836M, Alloy Group 1 or 4), for bolts and nuts;
ASTM A 276 or ASTM A 666, Type 304 or 316, for anchors.
3. For Postinstalled Anchors in Concrete: Capability to sustain, without
failure, a load equal to four times the loads imposed.
4. For Postinstalled Anchors in Grouted Masonry Units: Capability to
sustain, without failure, a load equal to six times the loads imposed.
I. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for
application indicated and fabricated from corrosion-resistant materials; with
clips or other accessory devices for attaching hangers of type indicated, and
with capability to sustain, without failure, a load equal to 10 times that
imposed by wire mesh construction, as determined by testing per
ASTM E 1190, conducted by a qualified testing and inspecting agency.
J. Universal Shop Primer: Fast-curing, lead- and chromate-free, universal
modified-alkyd primer, complying with MPI#79.
1. Use primer containing pigments that make it easily distinguishable from
zinc-rich primer.
2.3 STANDARD-DUTY WIRE MESH PARTITIONS
A. Mesh: 0.135-inch- (3.5-mm-) diameter, intermediate-crimp steel wire woven
into 1-1/2-inch (38-mm) diamond mesh.
B. Vertical Panel Framing: 1-1/4-by-5/8-by-0.097-inch (32-by-16-by-2.5-mm)
cold-rolled, C-shaped steel channels with 1/4-inch- (6-mm-) diameter bolt
holes spaced not more than 18 inches (450 mm) o.c. along center of framing.
C. Horizontal Panel Framing: 1-by-1/2-by-1/8-inch (25-by-13-by-3-mm) cold-
rolled steel channels.
D. Horizontal Panel Stiffeners: 2 cold-rolled steel channels, not less than 1 by
3/8 by 1/8 inch (25 by 9.5 by 3 mm), bolted or riveted toe to toe through mesh
or 1-by-1/2-by-1/8-inch (25-by-13-by-3-mm) cold-rolled steel channels with
wire woven through.
BEARDSLEY DESIGN ASSOCIATES
CORNELL - NCP WIRE MESH PARTITIONS
STANDARD SPECIFICATIONS MARCH 29, 2013
E. Top Capping Bars: 2-1/4-by-1-inch (57-by-25-mm) cold-rolled steel channels.
F. Line Posts: 3-inch-by-4.1-lb (76-mm-by-1.9-kg) or 3-1/2-by-1-1/4-by-0.127-
inch (89-by-32-by-3.2-mm) steel channels; with 5-by-18-by-1/4-inch (125-by-
450-by-6-mm) steel base plates punched for attachment to floor.
G. Floor Shoes: Steel, cast iron, or cast aluminum, not less than 2 inches (50
mm) high; sized to suit vertical framing, drilled for attachment to floor, and
with set screws for leveling adjustment.
H. Swinging Doors: Fabricated from same mesh as partitions, with framing
fabricated from 1-1/4-by-1/2-by-1/8-inch (32-by-13-by-3-mm) steel channels
or C-channels, banded with 1-1/4-by-1/8-inch (32-by-3-mm) flat steel bar
cover plates on [3] [4] sides, and with 1/8-inch- (3-mm-) thick angle strike bar
and cover on strike jamb.
1. Hinges: Full-surface type, 3-by-3-inch (76-by-76-mm) steel, 1-1/2 pairs
per door; bolted, riveted, or welded to door and jamb framing.
2. Padlock Lug: Mortised into door framing and enclosed with steel cover.
3. Cylinder Lock: Mortise type with manufacturer's standard cylinder;
operated by key outside and recessed turn knob inside.
I. Accessories:
1. Sheet Metal Base: Not less than 0.060-inch- (1.5-mm-) thick, cold-rolled
steel sheet.
2. Adjustable Filler Panels: Not less than 0.060-inch- (1.5-mm-) thick, cold-
rolled steel sheet; capable of filling openings from 2 to 12 inches (50 to
300 mm).
3. Wall Clips: Manufacturer's standard, cold-rolled steel sheet; allowing up
to 1 inch (25 mm) of adjustment.
J. Finish for Uncoated Ferrous Steel: Baked-enamel finish unless otherwise
indicated.
1. Color: As selected from manufacturer's full range.
2.4 FABRICATION
A. General: Fabricate wire mesh items from components of sizes not less than
those indicated. Use larger-sized components as recommended by wire
mesh item manufacturer. As required for complete installation, provide bolts,
hardware, and accessories with manufacturer's standard finishes.
1. Fabricate wire mesh items to be readily disassembled.
2. Welding: Weld corner joints of framing and grind smooth, leaving no
evidence of joint.
B. Standard-Duty Wire Mesh Partitions: Fabricate wire mesh partitions with
cutouts for pipes, ducts, beams, and other items indicated. Finish edges of
cutouts to provide a neat, protective edge.
BEARDSLEY DESIGN ASSOCIATES
CORNELL - NCP WIRE MESH PARTITIONS
STANDARD SPECIFICATIONS MARCH 29, 2013
1. Mesh: Securely clinch mesh to framing.
2. Framing: Fabricate framing with mortise and tenon corner construction.
a. Provide horizontal stiffeners as indicated or, if not indicated, as
required by panel height and as recommended by wire mesh partition
manufacturer. Weld horizontal stiffeners to vertical framing.
b. Fabricate partition and door framing with slotted holes for connecting
adjacent panels.
3. Fabricate wire mesh partitions with 3 inches (76 mm) of clear space
between finished floor and bottom horizontal framing.
4. Fabricate wire mesh partitions with bottom horizontal framing flush with
finished floor.
5. Doors: Align bottom of door with bottom of adjacent panels.
a. For doors that do not extend full height of partition, provide transom
over door, fabricated from same mesh and framing as partition panels.
6. Hardware Preparation: Mortise, reinforce, drill, and tap doors and framing
as required to install hardware.
2.5 GENERAL FINISH REQUIREMENTS
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal
Products" for recommendations for applying and designating finishes.
B. Protect mechanical finishes on exposed surfaces from damage by applying a
strippable, temporary protective covering before shipping.
2.6 STEEL AND IRON FINISHES
A. Galvanizing: Hot-dip galvanize items as indicated to comply with applicable
standard listed below:
1. ASTM A 123/A 123M, for galvanizing steel and iron components.
2. ASTM A 153/A 153M, for galvanizing steel and iron hardware.
3. Preparation for Shop Priming: After galvanizing, thoroughly clean wire
mesh components of grease, dirt, oil, flux, and other foreign matter, and
treat with metallic-phosphate process.
B. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to
comply with minimum requirements indicated below for SSPC surface-
preparation specifications and environmental exposure conditions of installed
metal fabrications:
1. Ineriors (SSPC Zone 1A): SSPC_SP 3, “Power Tool Cleaning.”
C. Shop Priming: Apply shop primer to uncoated surfaces of metal fabrications,
except those with galvanized finishes and those to be embedded in concrete
or masonry, unless otherwise indicated. Comply with SSPC-PA 1, "Paint
BEARDSLEY DESIGN ASSOCIATES
CORNELL - NCP WIRE MESH PARTITIONS
STANDARD SPECIFICATIONS MARCH 29, 2013
Application Specification No. 1: Shop, Field, and Maintenance Painting of
Steel," for shop painting.
1. Stripe paint corners, crevices, bolts, welds, and sharp edges.
D. Baked-Enamel or Powder-Coat Finish: Immediately after cleaning and
pretreating, apply manufacturer's standard 2-coat, baked-on finish, suitable
for use indicated, consisting of prime coat and thermosetting topcoat, with a
minimum dry film thickness of 1 mil (0.025 mm) for topcoat.
1. Color and Gloss: As selected from manufacturer's full range.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine areas, with Installer present, for compliance with requirements for
installation tolerances and other conditions affecting performance of the
Work.
B. Examine floors for suitable conditions where wire mesh items will be installed.
C. Examine walls to which wire mesh items will be attached for properly located
blocking, grounds, and other solid backing for attachment of support
fasteners.
D. Proceed with installation only after unsatisfactory conditions have been
corrected.
3.2 WIRE MESH PARTITIONS ERECTION
A. Anchor wire mesh partitions to floor with 3/8-inch- (9.5-mm-) diameter,
postinstalled expansion anchors at 12 inches (305 mm) o.c. through anchor
clips located at each post and corner. Shim anchor clips as required to
achieve level and plumb installation.
1. Anchors may be set with power-actuated fasteners instead of postinstalled
expansion anchors if indicated on Shop Drawings.
B. Anchor wire mesh partitions to floor with 3/8-inch- (9.5-mm-) diameter,
postinstalled expansion anchors at 12 inches (305 mm) o.c. through floor
shoes located at each post and corner. Adjust wire mesh partition posts in
floor shoes to achieve level and plumb installation.
1. Anchors may be set with power-actuated fasteners instead of postinstalled
expansion anchors if indicated on Shop Drawings.
C. Anchor wire mesh partitions to walls at 12 inches (305 mm) o.c. through back
corner panel framing and as follows:
1. For concrete and solid masonry anchorage, use drilled-in expansion
shields and hanger or lag bolts.
BEARDSLEY DESIGN ASSOCIATES
CORNELL - NCP WIRE MESH PARTITIONS
STANDARD SPECIFICATIONS MARCH 29, 2013
2. For hollow masonry anchorage, use toggle bolts.
3. For wood stud partitions, use hanger or lag bolts set into wood backing
between studs. Coordinate with carpentry work to locate backing
members.
4. For steel-framed gypsum board assemblies, use hanger or lag bolts set
into wood backing between studs. Coordinate with stud installation to
locate backing members.
5. For steel-framed gypsum board assemblies, fasten brackets directly to
steel framing or concealed reinforcements using self-tapping screws of
size and type required to support structural loads.
D. Secure top capping bars to top framing channels with 1/4-inch- (6-mm-)
diameter "U" bolts spaced not more than 28 inches (700 mm) o.c.
E. Provide line posts at locations indicated or, if not indicated, as follows:
1. On each side of sliding door openings.
2. For partitions that are 7 to 9 feet (2.1 to 2.7 m) high, spaced at 15 to 20
feet (4.6 to 6.1 m) o.c.
3. For partitions that are 10 to 12 feet (3.0 to 3.7 m) high, located between
every other panel.
4. For partitions that are more than 12 feet (3.7 m) high, located between
each panel.
F. Where standard-width wire mesh partition panels do not fill entire length of
run, provide adjustable filler panels to fill openings.
G. Install doors complete with door hardware.
H. Bolt accessories to wire mesh partition framing.
3.3 ADJUSTING AND CLEANING
A. Adjust doors to operate smoothly and easily, without binding or warping.
Adjust hardware to function smoothly. Confirm that latches and locks engage
accurately and securely without forcing or binding.
B. Remove and replace defective work including doors and framing that are
warped, bowed, or otherwise unacceptable.
C. Touchup Painting: Immediately after erection, clean field welds, bolted
connections, and abraded areas. Paint uncoated and abraded areas with the
same material as used for shop painting to comply with SSPC-PA 1 for
touching up shop-painted surfaces.
D. Galvanized Surfaces: Clean field welds, bolted connections, and abraded
areas and repair galvanizing to comply with ASTM A 780.
END OF SECTION 102213