DRAFT 6.8.1 PN14021 AREA 13 MEDICAL CLINIC-spc2of3.pdf

FINAL DESIGN SUBMITTAL

28 FEBRUARY 2018

P-021

AREA 13 - MEDICAL

CLINIC REPLACEMENT

CAMP PENDLETON

MCB CAMP PENDLETON,

CALIFORNIA

SPECIFICATIONS

VOLUME II

Prepared for:

COMMANDER

NAVAL FACILITIES

ENGINEERING

COMMAND SOUTHWEST

SAN DIEGO, CALIFORNIA

AE CONTRACT NO.

N62470-16-D-6006-FZ01

WORK ORDER NO.

At the

PREPARED BY:

Architectural: Mechanical:

Civil: Electrical:

Structural:

APPROVED BY:

Specifications:

For Commander, NAVFAC:

Date:

Submitted By: Date:

UNCLASSIFIED/FOR OFFICIAL USE ONLY

P- 021 AREA 13 MEDI CAL CLI NI C REPLACEMENT 16065

MCB CAMP PENDLETON, CA

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 LI ST OF DRAWI NGS

00 22 13. 00 20 SUPPLEMENTARY I NSTRUCTI ONS TO OFFERORS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRI CTI ONS

01 20 00. 00 20 PRI CE AND PAYMENT PROCEDURES

01 30 00 ADMI NI STRATI VE REQUI REMENTS

01 32 17. 00 20 NETWORK ANALYSI S SCHEDULES ( NAS)

01 33 00 SUBMI TTAL PROCEDURES

01 33 29 SUSTAI NABI LI TY REPORTI NG

01 35 16. 00 50 CUTTI NG AND PATCHI NG PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00. 00 20 QUALI TY CONTROL

01 45 35 SPECI AL I NSPECTI ONS

01 50 00 TEMPORARY CONSTRUCTI ON FACI LI TI ES AND CONTROLS

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 57 19. 01 20 SUPPLEMENTAL TEMPORARY ENVI RONMENTAL CONTROLS

01 58 00 PROJECT I DENTI FI CATI ON

01 74 19 CONSTRUCTI ON AND DEMOLI TI ON WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

01 78 24. 00 20 FACI LI TY ELECTRONI C OPERATI ON AND MAI NTENANCE SUPPORT

I NFORMATI ON ( eOMSI )

01 91 00. 15 TOTAL BUI LDI NG COMMI SSI ONI NG

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

02 82 16. 00 20 ENGI NEERI NG CONTROL OF ASBESTOS CONTAI NI NG MATERI ALS

02 83 13. 00 20 LEAD I N CONSTRUCTI ON

02 84 16 HANDLI NG OF LI GHTI NG BALLASTS AND LAMPS CONTAI NI NG PCBs

AND MERCURY

DI VI SI ON 03 - CONCRETE

03 30 00 CAST- I N- PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNI T MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOI ST FRAMI NG

05 30 00 STEEL DECKS

05 40 00 COLD- FORMED METAL FRAMI NG

05 43 13. 00 50 SLOTTED CHANNEL EQUI PMENT SUPPORT FRAMI NG

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 33 METAL LADDERS

05 52 00 METAL RAI LI NGS

05 75 00. 00 50 DECORATI VE FORMED METAL

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 41 16. 00 10 PLASTI C- LAMI NATE- CLAD ARCHI TECTURAL CABI NETS

06 61 16 SOLI D SURFACI NG FABRI CATI ONS

06 64 00. 00 50 PLASTI C PANELI NG FABRI CATI ONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 PRESSURE TESTI NG AN AI R BARRI ER SYSTEM FOR AI R TI GHTNESS

07 17 00 BENTONI TE WATERPROOFI NG

07 21 13 BOARD AND BLOCK I NSULATI ON

07 21 16 MI NERAL FI BER BLANKET I NSULATI ON

07 22 00 ROOF AND DECK I NSULATI ON

07 27 13. 00 50 MODI FI ED BI TUMI NOUS SHEET AI R BARRI ERS

07 27 26. 00 50 FLUI D- APPLI ED MEMBRANE AI R BARRI ERS

07 42 13 METAL WALL PANELS

07 60 00 FLASHI NG AND SHEET METAL

07 61 15. 00 20 ALUMI NUM STANDI NG SEAM ROOFI NG

07 72 00. 00 50 ROOF ACCESSORI ES

07 84 00 FIRESTOPPING

07 92 00 JOI NT SEALANTS

07 95 00. 00 50 EXPANSI ON CONTROL

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 13. 00 50 ACCESS DOORS AND FRAMES

08 33 13. 00 50 COI LI NG COUNTER DOORS

08 41 13 ALUMI NUM- FRAMED ENTRANCES AND STOREFRONTS

08 42 29. 23 50 SLI DI NG AUTOMATI C ENTRANCE DOORS

08 51 13 ALUMI NUM WI NDOWS

08 56 59. 00 50 SERVI CE WI NDOW UNI TS

08 63 00. 00 50 METAL- FRAMED SKYLI GHTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL AND DOOR LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 TILING

09 51 00 ACOUSTI CAL CEI LI NGS

09 65 00 RESI LI ENT FLOORI NG

09 65 66 RESI LI ENT ATHLETI C FLOORI NG

09 68 00 CARPETING

09 90 00 PAI NTS AND COATI NGS

09 96 00 HI GH- PERFORMANCE COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00. 10 EXTERI OR SI GNAGE

10 14 00. 20 I NTERI OR SI GNAGE

10 21 13 TOI LET COMPARTMENTS

10 21 23. 16 CUBI CLE TRACK AND HARDWARE

10 22 13 WI RE MESH PARTI TI ONS

PROJECT TABLE OF CONTENTS Page 2

10 26 00 WALL AND DOOR PROTECTI ON

10 28 13 TOI LET ACCESSORI ES

10 44 00. 00 50 FI RE EXTI NGUI SHERS AND CABI NETS

10 71 13. 43 50 BUI LDI NG SUNSCREENS

10 73 26. 00 50 WALKWAY COVER SYSTEM

10 90 00. 00 50 MI SCELLANEOUS SPECI ALTI ES

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WI NDOW SHADES

12 35 70 HEALTHCARE CASEWORK

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 21 48 PREFABRI CATED AUDI OMETRI C ROOMS

13 48 00 SEI SMI C PROTECTI ON FOR MI SCELLANEOUS EQUI PMENT

13 48 00. 00 10 SEI SMI C PROTECTI ON FOR MECHANI CAL AND PLUMBI NG EQUI PMENT

13 49 19 X- RAY SHI ELDI NG

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13. 00 20 WET PI PE SPRI NKLER SYSTEM, FI RE PROTECTI ON

DI VI SI ON 22 - PLUMBI NG

22 00 70 PLUMBI NG, HEALTHCARE FACI LI TI ES

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AI R SUPPLY, DI STRI BUTI ON, VENTI LATI ON, AND EXHAUST SYSTEMS

23 03 00. 00 20 BASI C MECHANI CAL MATERI ALS AND METHODS

23 05 48. 00 40 VI BRATI ON AND SEI SMI C CONTROLS FOR HVAC PI PI NG AND

EQUIPMENT

23 05 93 TESTI NG, ADJUSTI NG, AND BALANCI NG FOR HVAC

23 07 00 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS

23 09 23. 13 20 BACnet DI RECT DI GI TAL CONTROL SYSTEMS FOR HVAC

23 11 25 FACI LI TY GAS PI PI NG

23 52 00 HEATI NG BOI LERS

23 64 10 WATER CHI LLERS, VAPOR COMPRESSI ON TYPE

23 64 26 HEATI NG HOT WATER AND CHI LLED WATER PI PI NG SYSTEMS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 50 00. 00 20 CYBERSECURI TY OF FACI LI TY- RELATED CONTROL SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 00 00. 00 20 BASI C ELECTRI CAL MATERI ALS AND METHODS

26 05 48. 00 10 SEI SMI C PROTECTI ON FOR ELECTRI CAL EQUI PMENT

26 08 00 APPARATUS I NSPECTI ON AND TESTI NG

26 12 19. 10 THREE- PHASE PAD- MOUNTED TRANSFORMERS

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 23 01 GENERATOR QUI CK- CONNECT SWI TCHBOARD

26 24 13 SWITCHBOARDS

26 27 14. 00 20 ELECTRI CI TY METERI NG

26 31 00 SOLAR PHOTOVOLTAI C ( PV) COMPONENTS ( BI D OPTI ON)

26 36 23. 00 20 NON- AUTOMATI C TRANSFER SWI TCHES

26 41 00 LI GHTNI NG PROTECTI ON SYSTEM

PROJECT TABLE OF CONTENTS Page 3

26 51 00 I NTERI OR LI GHTI NG

26 55 80. 00 20 SURGI CAL LI GHTI NG FI XTURES

26 56 00 EXTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUI LDI NG TELECOMMUNI CATI ONS CABLI NG SYSTEM

27 51 16 RADI O AND PUBLI C ADDRESS SYSTEMS

27 52 23. 00 20 NURSE CALL SYSTEM

27 54 00. 00 20 COMMUNI TY ANTENNA TELEVI SI ON ( CATV) SYSTEMS

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 08 10 ELECTRONI C SECURI TY SYSTEM ACCEPTANCE TESTI NG

28 10 05 ELECTRONI C SECURI TY SYSTEMS ( ESS)

28 31 76 I NTERI OR FI RE ALARM AND MASS NOTI FI CATI ON SYSTEM

DI VI SI ON 31 - EARTHWORK

31 11 00 CLEARI NG AND GRUBBI NG

31 23 00. 00 20 EXCAVATI ON AND FI LL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19 FI ELD MOLDED SEALANTS FOR SEALI NG JOI NTS I N RI GI D

PAVEMENTS

32 05 33 LANDSCAPE ESTABLI SHMENT

32 11 23 AGGREGATE BASE COURSE FOR CONCRETE BLOCK PAVEMENTS

32 12 10 BI TUMI NOUS TACK COATS

32 12 17 HOT MI X BI TUMI NOUS PAVEMENT

32 13 13. 06 PORTLAND CEMENT CONCRETE PAVEMENT, CURB, CURB AND GUTTER,

AND SI DEWALKS

32 14 15 PERMEABLE PAVEMENT

32 14 16 CELLULAR GRAVEL PAVI NG SYSTEM

32 16 15 CONCRETE BLOCK PAVEMENTS

32 17 23. 00 20 PAVEMENT MARKI NGS

32 31 30. 00 50 DECORATI VE METAL FENCES AND GATES

32 84 24 I RRI GATI ON SPRI NKLER SYSTEMS

32 93 00 EXTERI OR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER DI STRI BUTI ON

33 30 00 SANI TARY SEWERS

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 71 01 OVERHEAD TRANSMI SSI ON AND DI STRI BUTI ON

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

33 82 00 TELECOMMUNI CATI ONS OUTSI DE PLANT ( OSP)

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 4

SECTI ON 05 12 00

STRUCTURAL STEEL

05/14

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN I NSTI TUTE OF STEEL CONSTRUCTI ON ( AI SC)

AI SC 303 ( 2016) Code of St andar d Pr act i ce f or St eel Bui l di ngs and Br i dges

AI SC 325 ( 2011) St eel Const r uct i on Manual

AI SC 326 ( 2009) Det ai l i ng f or St eel Const r uct i on

AI SC 341 ( 2012) Sei smi c Pr ovi s i ons f or St r uct ur al St eel Bui l di ngs

AI SC 360 ( 2010) Speci f i cat i on f or St r uct ur al St eel Buildings

AI SC DESI GN GUI DE 10 ( 1997) Er ect i on Br aci ng of Low- Ri se St r uct ur al St eel Bui l di ngs

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS A2. 4 ( 2012) St andar d Symbol s f or Wel di ng, Br azi ng and Nondest r uct i ve Exami nat i on

AWS D1. 1/ D1. 1M ( 2015; Er r at a 1 2015; Er r at a 2 2016) St r uct ur al Wel di ng Code - St eel

ASME I NTERNATI ONAL ( ASME)

ASME B46. 1 ( 2009) Sur f ace Text ur e, Sur f ace Roughness, Wavi ness and Lay

ASTM I NTERNATI ONAL ( ASTM)

ASTM A123/ A123M ( 2013) St andar d Speci f i cat i on f or Zi nc ( Hot - Di p Gal vani zed) Coat i ngs on I r on and St eel Pr oduct s

ASTM A143/ A143M ( 2007; R 2014) St andar d Pr act i ce f or Saf eguar di ng Agai nst Embr i t t l ement of Hot - Di p Gal vani zed St r uct ur al St eel Pr oduct s and Pr ocedur e f or Det ect i ng Embrittlement

ASTM A325 ( 2014) St andar d Speci f i cat i on f or St r uct ur al Bol t s , St eel , Heat Tr eat ed, SECTI ON 05 12 00 Page 1

120/ 105 ksi Mi ni mum Tensi l e St r engt h

ASTM A36/ A36M ( 2014) St andar d Speci f i cat i on f or Car bon St r uct ur al St eel

ASTM A490 ( 2014a) St andar d Speci f i cat i on f or St r uct ur al Bol t s , Al l oy St eel , Heat Tr eat ed, 150 ksi Mi ni mum Tensi l e St r engt h

ASTM A500/ A500M ( 2013) St andar d Speci f i cat i on f or Col d- For med Wel ded and Seaml ess Car bon St eel St r uct ur al Tubi ng i n Rounds and Shapes

ASTM A563 ( 2015) St andar d Speci f i cat i on f or Car bon and Al l oy St eel Nut s

ASTM A6/ A6M ( 2016a) St andar d Speci f i cat i on f or Gener al Requi r ement s f or Rol l ed St r uct ur al St eel Bar s, Pl at es, Shapes, and Sheet Pi l i ng

ASTM A780/ A780M ( 2009; R 2015) St andar d Pr act i ce f or Repai r of Damaged and Uncoat ed Ar eas of Hot - Di p Gal vani zed Coat i ngs

ASTM A992/ A992M ( 2011) St andar d Speci f i cat i on f or St r uct ur al St eel Shapes

ASTM C1107/ C1107M ( 2014a) St andar d Speci f i cat i on f or Packaged Dr y, Hydr aul i c- Cement Gr out (Nonshrink)

ASTM C827/ C827M ( 2016) St andar d Test Met hod f or Change i n Hei ght at Ear l y Ages of Cyl i ndr i cal Speci mens of Cement i t i ous Mi xt ur es

ASTM F1554 ( 2015; E 2016) St andar d Speci f i cat i on f or Anchor Bol t s, St eel , 36, 55, and 105- ksi Yi el d St r engt h

ASTM F1852 ( 2014) St andar d Speci f i cat i on f or " Twi st Of f " Type Tensi on Cont r ol St r uct ur al Bol t / Nut / Washer Assembl i es, St eel , Heat Tr eat ed, 120/ 105 ksi Mi ni mum Tensi l e Strength

ASTM F2329 ( 2013) Zi nc Coat i ng, Hot - Di p, Requi r ement s f or Appl i cat i on t o Car bon and Al l oy St eel Bol t s, Scr ews, Washer s, Nut s, and Speci al Thr eaded Fast ener s

ASTM F436 ( 2011) Har dened St eel Washer s

ASTM F844 ( 2007a; R 2013) Washer s, St eel , Pl ai n ( Fl at ) , Unhar dened f or Gener al Use

ASTM F959 ( 2013) Compr essi bl e- Washer - Type Di r ect Tensi on I ndi cat or s f or Use wi t h St r uct ur al Fasteners

SECTI ON 05 12 00 Page 2

SOCI ETY FOR PROTECTI VE COATI NGS ( SSPC)

SSPC PA 1 ( 2016) Shop, Fi el d, and Mai nt enance Coat i ng of Met al s

SSPC Pai nt 20 ( 2002; E 2004) Zi nc- Ri ch Pr i mer s ( Type I , I nor gani c, and Type I I , Or gani c)

SSPC Pai nt 29 ( 2002; E 2004) Zi nc Dust Sacr i f i c i al Pr i mer , Per f or mance- Based

SSPC SP 3 ( 1982; E 2004) Power Tool Cl eani ng

SSPC SP 6/ NACE No. 3 ( 2007) Commer ci al Bl ast Cl eani ng

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 301- 01 ( 2013; wi t h Change 1) St r uct ur al Engineering

UFC 3- 310- 04 ( 2013) Sei smi c Desi gn f or Bui l di ngs

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or Cont r act or Qual i t y Cont r ol appr oval . Submi t t al s wi t h an " S" ar e f or i ncl usi on i n t he Sust ai nabi l i t y Not ebook, i n conf or mance t o Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG.

Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL

PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Er ect i on Dr awi ngs; G

SD- 02 Shop Dr awi ngs

Fabr i cat i on Dr awi ngs I ncl udi ng Descr i pt i on of Connect i ons; G

SD- 03 Pr oduct Dat a

Shop Pr i mer

Wel di ng El ect r odes and Rods

Di r ect Tensi on I ndi cat or Washer s

Non- Shr i nk Gr out

Tensi on Cont r ol Bol t s

SD- 06 Test Repor t s

Bol t s, Nut s, and Washer s

Wel d I nspect i on Repor t s

SECTI ON 05 12 00 Page 3

Di r ect Tensi on I ndi cat or Washer I nspect i on Repor t s

Bol t Test i ng Repor t s

Embr i t t l ement Test Repor t s

SD- 07 Cer t i f i cat es

Steel

Bol t s, Nut s, and Washer s

Galvanizing

Pi ns and Rol l er s

AI SC Fabr i cat i on Pl ant Qual i t y Cer t i f i cat i on

Wel di ng Pr ocedur es and Qual i f i cat i ons

Wel di ng El ect r odes and Rods

1. 3 AI SC QUALI TY CERTI FI CATI ON

Wor k must be f abr i cat ed i n an AI SC Cer t i f i ed Fabr i cat i on Pl ant , Cat egor y St d . Submi t AI SC f abr i cat i on pl ant qual i t y cer t i f i cat i on.

1. 4 SEI SMI C PROVI SI ONS

The st r uct ur al s t eel syst em must be pr ovi ded i n accor dance wi t h AI SC 341, Chapt er J as amended by UFC 3- 310- 04.

1. 5 QUALI TY ASSURANCE

1. 5. 1 Pr econst r uct i on Submi t t al s

1. 5. 1. 1 Er ect i on Dr awi ngs

Submi t f or r ecor d pur poses. I ndi cat e t he sequence of er ect i on, t empor ar y shor i ng and br aci ng. The er ect i on dr awi ngs must conf or m t o AI SC 303.

Er ect i on dr awi ngs must be r evi ewed, st amped and seal ed by a r egi st er ed pr of essi onal engi neer .

1. 5. 2 Fabr i cat i on Dr awi ng Requi r ement s

Submi t f abr i cat i on dr awi ngs f or appr oval pr i or t o f abr i cat i on. Pr epar e i n accor dance wi t h AI SC 326 and AI SC 325. Fabr i cat i on dr awi ngs must not be r epr oduct i ons of cont r act dr awi ngs. I ncl ude compl et e i nf or mat i on f or t he f abr i cat i on and er ect i on of t he st r uct ur e' s component s, i ncl udi ng t he l ocat i on, t ype, and si ze of bol t s , wel ds, member s i zes and l engt hs, connect i on det ai l s , bl ocks, copes, and cut s. Use AWS A2. 4 st andar d wel di ng symbol s. Any devi at i ons f r om t he det ai l s shown on t he cont r act dr awi ngs must be c l ear l y hi ghl i ght ed on t he f abr i cat i on dr awi ngs. Expl ai n t he r easons f or any devi at i ons f r om t he cont r act dr awi ngs.

SECTI ON 05 12 00 Page 4

1. 5. 3 Certifications

1. 5. 3. 1 Wel di ng Pr ocedur es and Qual i f i cat i ons

Pr i or t o wel di ng, submi t cer t i f i cat i on f or each wel der st at i ng t he t ype of wel di ng and posi t i ons qual i f i ed f or , t he code and pr ocedur e qual i f i ed under , dat e qual i f i ed, and t he f i r m and i ndi v i dual cer t i f y i ng t he qual i f i cat i on t est s. I f t he qual i f i cat i on dat e of t he wel di ng oper at or i s mor e t han one- year ol d, t he wel di ng oper at or ' s qual i f i cat i on cer t i f i cat e must be accompani ed by a cur r ent cer t i f i cat e by t he wel der at t est i ng t o t he f act t hat he has been engaged i n wel di ng s i nce t he dat e of cer t i f i cat i on, wi t h no br eak i n wel di ng ser vi ce gr eat er t han 6 mont hs.

Conf or m t o al l r equi r ement s speci f i ed i n AWS D1. 1/ D1. 1M.

PART 2 PRODUCTS

2. 1 SYSTEM DESCRI PTI ON

Pr ovi de t he st r uct ur al st eel syst em, i ncl udi ng shop pr i mer or gal vani z i ng, compl et e and r eady f or use. St r uct ur al st eel syst ems i ncl udi ng desi gn, mat er i al s, i nst al l at i on, wor kmanshi p, f abr i cat i on, assembl y, er ect i on, i nspect i on, qual i t y cont r ol , and t est i ng must be pr ovi ded i n accor dance with AI SC 360, AI SC 341, UFC 3- 301- 01 and UFC 3- 310- 04 except as modi f i ed i n t hi s cont r act .

2. 2 STEEL

2. 2. 1 St r uct ur al St eel

Wi de f l ange and WT shapes, ASTM A992/ A992M. Angl es, Channel s and Pl at es, ASTM A36/ A36M.

2. 2. 2 St r uct ur al St eel Tubi ng

ASTM A500/ A500M, Gr ade C.

2. 3 BOLTS, NUTS, AND WASHERS

Submi t t he cer t i f i ed manuf act ur er ' s mi l l r epor t s whi ch c l ear l y show t he appl i cabl e ASTM mechani cal and chemi cal r equi r ement s t oget her wi t h t he act ual t est r esul t s f or t he suppl i ed f ast ener s.

2. 3. 1 Common Gr ade Bol t s

2. 3. 1. 1 Washers

ASTM F844.

2. 3. 2 Hi gh- St r engt h Bol t s

2. 3. 2. 1 Bolts

ASTM A325, Type 1 ASTM A490, Type 1 or 2.

2. 3. 2. 2 Nuts

ASTM A563, Gr ade and St yl e as speci f i ed i n t he appl i cabl e ASTM bol t standard.

SECTI ON 05 12 00 Page 5

2. 3. 2. 3 Di r ect Tensi on I ndi cat or Washer s

ASTM F959.

2. 3. 2. 4 Washers

ASTM F436, pl ai n car bon st eel .

2. 3. 3 Tensi on Cont r ol Bol t s

ASTM F1852, Type 1, r ound head assembl i es consi st i ng of st eel st r uct ur al bol t s wi t h spl i ned ends, heavy- hex car bon st eel nut s, and har dened car bon st eel washer s. Assembl y f i ni sh must be pl ai n.

2. 3. 4 Foundat i on Anchor age

2. 3. 4. 1 Anchor Rods

ASTM F1554 Gr 36, Cl ass 1A.

2. 3. 4. 2 Anchor Nut s

ASTM A563, Gr ade A, hex st y l e.

2. 3. 4. 3 Anchor Pl at e Washer s

ASTM A36/ A36M.

2. 4 STRUCTURAL STEEL ACCESSORI ES

2. 4. 1 Wel di ng El ect r odes and Rods

AWS D1. 1/ D1. 1M.

2. 4. 2 Non- Shr i nk Gr out

ASTM C1107/ C1107M, wi t h no ASTM C827/ C827M shr i nkage. Gr out must be nonmetallic.

2. 5 GALVANIZING

ASTM F2329 f or t hr eaded par t s or ASTM A123/ A123M f or st r uct ur al st eel member s, as appl i cabl e, unl ess speci f i ed ot her wi se gal vani ze af t er f abr i cat i on wher e pr act i cabl e.

2. 6 FABRICATION

Fabr i cat i on must be i n accor dance wi t h t he appl i cabl e pr ovi s i ons of AI SC 325.

Fabr i cat i on and assembl y must be done i n t he shop t o t he gr eat est ext ent possi bl e. Punch, subpunch and r eam, or dr i l l bol t hol es per pendi cul ar t o t he sur f ace of t he member .

Compr essi on j oi nt s dependi ng on cont act bear i ng must have a sur f ace r oughness not i n excess of 500 mi cr o i nch as det er mi ned by ASME B46. 1, and ends must be squar e wi t hi n t he t ol er ances f or mi l l ed ends speci f i ed i n

ASTM A6/ A6M.

Shop spl i ces of member s bet ween f i el d spl i ces wi l l be per mi t t ed onl y wher e

SECTI ON 05 12 00 Page 6 i ndi cat ed on t he Cont r act Dr awi ngs. Spl i ces not i ndi cat ed r equi r e t he appr oval of t he Cont r act i ng Of f i cer .

2. 6. 1 Markings

Pr i or t o er ect i on, member s must be i dent i f i ed by a pai nt ed er ect i on mar k.

Connect i ng par t s assembl ed i n t he shop f or r eami ng hol es i n f i el d connect i ons must be mat ch mar ked wi t h scr at ch and not ch mar ks. Do not l ocat e er ect i on mar ki ngs on ar eas t o be wel ded. Do not l ocat e mat ch mar ki ngs i n ar eas t hat wi l l decr ease member st r engt h or cause st r ess concentrations.

2. 6. 2 Shop Pr i mer

SSPC Pai nt 20 or SSPC Pai nt 29, ( z i nc r i ch pr i mer ) . Shop pr i me st r uct ur al st eel , except as modi f i ed her ei n, i n accor dance wi t h SSPC PA 1. Do not pr i me st eel sur f aces embedded i n concr et e, gal vani zed sur f aces, sur f aces t o r ecei ve spr ayed- on f i r epr oof i ng, or sur f aces wi t hi n 0. 5 i nch of t he t oe of t he wel ds pr i or t o wel di ng ( except sur f aces on whi ch met al decki ng i s t o be wel ded) . I f f l ash r ust i ng occur s, r e- c l ean t he sur f ace pr i or t o appl i cat i on of pr i mer . Appl y pr i mer t o a mi ni mum dr y f i l m t hi ckness of 2. 0 mil.

Pr i or t o assembl y, pr i me sur f aces whi ch wi l l be conceal ed or i naccessi bl e af t er assembl y. Do not appl y pr i mer i n f oggy or r ai ny weat her ; when t he ambi ent t emper at ur e i s bel ow 45 degr ees F or over 95 degr ees F; or when t he pr i mer may be exposed t o t emper at ur es bel ow 40 degr ees F wi t hi n 48 hour s af t er appl i cat i on, unl ess appr oved ot her wi se by t he Cont r act i ng Of f i cer .

Repai r damaged pr i med sur f aces wi t h an addi t i onal coat of pr i mer .

2. 6. 2. 1 Cleaning

SSPC SP 6/ NACE No. 3, except st eel exposed i n spaces above cei l i ngs, at t i c spaces, f ur r ed spaces, and chases t hat wi l l be hi dden t o v i ew i n f i ni shed const r uct i on may be c l eaned t o SSPC SP 3 when r ecommended by t he shop pr i mer manuf act ur er . Mai nt ai n st eel sur f aces f r ee f r om r ust , di r t , oi l , gr ease, and ot her cont ami nant s t hr ough f i nal assembl y.

2. 6. 3 Fi r epr oof i ng Coat ed Sur f aces

Sur f aces t o r ecei ve spr ayed- on f i r epr oof i ng epoxy coat i ngs must be c l eaned and pr epar ed i n accor dance wi t h t he manuf act ur er ' s r ecommendat i ons, and as speci f i ed i n Sect i on 07 81 00. 00 50 SPRAY- APPLI ED AND BOARD FI REPROOFI NG

SYSTEMS.

2. 7 DRAI NAGE HOLES

Adequat e dr ai nage hol es must be dr i l l ed t o el i mi nat e wat er t r aps. Hol e di amet er must be 1/ 2 i nch and l ocat i on must be i ndi cat ed on t he det ai l dr awi ngs. Hol e s i ze and l ocat i on must not af f ect t he st r uct ur al i nt egr i t y.

PART 3 EXECUTI ON

3. 1 ERECTION

a. Er ect i on of st r uct ur al st eel , except as i ndi cat ed i n i t em b. bel ow, must be i n accor dance wi t h t he appl i cabl e pr ovi s i ons of AI SC 325.

b. For l ow- r i se st r uct ur al st eel bui l di ngs ( 60 f eet t al l or l ess and a

SECTI ON 05 12 00 Page 7 maxi mum of 2 st or i es) , t he st r uct ur e must be er ect ed i n accor dance wi t h

AI SC DESI GN GUI DE 10.

Af t er f i nal posi t i oni ng of st eel member s, pr ovi de f ul l bear i ng under base pl at es and bear i ng pl at es usi ng nonshr i nk gr out . Pl ace nonshr i nk gr out i n accor dance wi t h t he manuf act ur er ' s i nst r uct i ons.

3. 1. 1 STORAGE

Mat er i al must be st or ed out of cont act wi t h t he gr ound i n such manner and l ocat i on as wi l l mi ni mi ze det er i or at i on.

3. 2 CONNECTIONS

Except as modi f i ed i n t hi s sect i on, connect i ons not det ai l ed must be desi gned i n accor dance wi t h AI SC 360. Bui l d connect i ons i nt o exi st i ng wor k. Do not t i ght en anchor bol t s set i n concr et e wi t h i mpact t or que wr enches. Hol es must not be cut or enl ar ged by bur ni ng. Bol t s, nut s, and washer s must be c l ean of di r t and r ust , and l ubr i cat ed i mmedi at el y pr i or t o installation.

3. 2. 1 Hi gh- St r engt h Bol t s

Pr ovi de di r ect t ensi on i ndi cat or washer s i n al l ASTM A325 and ASTM A490 bol t ed connect i ons. Bol t s must be i nst al l ed i n connect i on hol es and i ni t i al l y br ought t o a snug t i ght f i t . Af t er t he i ni t i al t i ght eni ng pr ocedur e, bol t s must t hen be f ul l y t ensi oned, pr ogr essi ng f r om t he most r i gi d par t of a connect i on t o t he f r ee edges.

3. 2. 1. 1 I nst al l at i on of Di r ect Tensi on I ndi cat or Washer s ( DTI W)

Wher e possi bl e, t he DTI W must be i nst al l ed under t he bol t head and t he nut must be t i ght ened. I f t he DTI W i s i nst al l ed adj acent t o t he t ur ned el ement , pr ovi de a f l at washer bet ween t he DTI W and nut when t he nut i s t ur ned f or t i ght eni ng, and bet ween t he DTI W and bol t head when t he bol t head i s t ur ned f or t i ght eni ng. I n addi t i on t o t he LI W, pr ovi de f l at washer s under bot h t he bol t head and nut when ASTM A490 bol t s ar e used.

3. 2. 2 Tensi on Cont r ol Bol t s

Bol t s must be i nst al l ed i n connect i on hol es and i ni t i al l y br ought t o a snug t i ght f i t . Af t er t he i ni t i al t i ght eni ng pr ocedur e, bol t s must t hen be f ul l y t ensi oned, pr ogr essi ng f r om t he most r i gi d par t of a connect i on t o t he f r ee edges.

3. 3 GAS CUTTI NG

Use of gas- cut t i ng t or ch i n t he f i el d f or cor r ect i ng f abr i cat i on er r or s wi l l not be per mi t t ed on any maj or member i n t he st r uct ur al f r ami ng. Use of a gas cut t i ng t or ch wi l l be per mi t t ed on mi nor member s not under st r ess onl y af t er appr oval has been obt ai ned f r om t he Cont r act i ng Of f i cer .

3. 4 WELDING

Wel di ng must be i n accor dance wi t h AWS D1. 1/ D1. 1M. Gr i nd exposed wel ds smoot h as i ndi cat ed. Pr ovi de AWS D1. 1/ D1. 1M qual i f i ed wel der s, wel di ng oper at or s, and t acker s.

Devel op and submi t t he Wel di ng Pr ocedur e Speci f i cat i ons ( WPS) f or al l

SECTI ON 05 12 00 Page 8 wel di ng, i ncl udi ng wel di ng done usi ng pr equal i f i ed pr ocedur es.

Pr equal i f i ed pr ocedur es may be submi t t ed f or i nf or mat i on onl y; however , pr ocedur es t hat ar e not pr equal i f i ed must be submi t t ed f or appr oval .

3. 4. 1 Removal of Tempor ar y Wel ds, Run- Of f Pl at es, and Backi ng St r i ps

Remove backi ng st r i ps f r om bot t om f l ange of moment connect i ons, backgouge t he r oot pass t o sound wel d met al and r ei nf or ce wi t h a 5/ 16 i nch f i l l et wel d mi ni mum.

3. 5 SHOP PRI MER REPAI R

Repai r shop pr i mer i n accor dance wi t h t he pai nt manuf act ur er ' s r ecommendat i on f or sur f aces damaged by handl i ng, t r anspor t i ng, cut t i ng, wel di ng, or bol t i ng.

3. 5. 1 Fi el d Pr i mi ng

St eel exposed t o t he weat her , or l ocat ed i n bui l di ng ar eas wi t hout HVAC f or cont r ol of r el at i ve humi di t y must be f i el d pr i med. Af t er er ect i on, t he f i el d bol t heads and nut s, f i el d wel ds, and any abr asi ons i n t he shop coat must be c l eaned and pr i med wi t h pai nt of t he same qual i t y as t hat used f or t he shop coat .

3. 6 GALVANI ZI NG REPAI R

Repai r damage t o gal vani zed coat i ngs usi ng ASTM A780/ A780M zi nc r i ch pai nt f or gal vani z i ng damaged by handl i ng, t r anspor t i ng, cut t i ng, wel di ng, or bol t i ng. Do not heat sur f aces t o whi ch r epai r pai nt has been appl i ed.

3. 7 FI ELD QUALI TY CONTROL

Per f or m f i el d t est s, and pr ovi de l abor , equi pment , and i nci dent al s r equi r ed f or t est i ng. The Cont r act i ng Of f i cer must be not i f i ed i n wr i t i ng of def ect i ve wel ds, bol t s, nut s, and washer s wi t hi n 7 wor ki ng days of t he dat e of t he i nspect i on.

3. 7. 1 Welds

3. 7. 1. 1 Vi sual I nspect i on

AWS D1. 1/ D1. 1M. Fur ni sh t he ser vi ces of AWS- cer t i f i ed wel di ng i nspect or s f or f abr i cat i on and er ect i on i nspect i on and t est i ng and ver i f i cat i on inspections.

I nspect pr oper pr epar at i on, s i ze, gagi ng l ocat i on, and accept abi l i t y of wel ds; i dent i f i cat i on mar ki ng; oper at i on and cur r ent char act er i st i cs of wel di ng set s i n use.

3. 7. 1. 2 Nondest r uct i ve Test i ng

Nondest r uct i ve t est i ng must be i n accor dance wi t h AWS D1. 1/ D1. 1M. Test l ocat i ons must be sel ect ed by t he Cont r act i ng Of f i cer . I f mor e t han 20 per cent of wel ds made by a wel der cont ai n def ect s i dent i f i ed by t est i ng, t hen al l wel ds made by t hat wel der must be t est ed by ul t r asoni c t est i ng, as appr oved by t he Cont r act i ng Of f i cer . When al l wel ds made by an i ndi v i dual wel der ar e r equi r ed t o be t est ed, magnet i c par t i c l e t est i ng must be used onl y i n ar eas i naccessi bl e t o ul t r asoni c t est i ng. Ret est def ect i ve ar eas af t er r epai r . Submi t wel d i nspect i on r epor t s.

SECTI ON 05 12 00 Page 9

Test i ng f r equency: Sel ect ed by t he Cont r act i ng Of f i cer , up t o 10 per cent of wel ded moment connect i ons.

3. 7. 2 Di r ect Tensi on I ndi cat or Washer s

3. 7. 2. 1 Di r ect Tensi on I ndi cat or Washer Compr essi on

Di r ect t ensi on i ndi cat or washer s must be t est ed i n pl ace t o ver i f y t hat t hey have been compr essed suf f i c i ent l y t o pr ovi de t he 0. 015 i nch gap when t he di r ect t ensi on i ndi cat or washer i s pl aced under t he bol t head and t he nut i s t i ght ened, and t o pr ovi de t he 0. 005 i nch gap when t he di r ect t ensi on i ndi cat or washer i s pl aced under t he t ur ned el ement , as r equi r ed by ASTM F959. Submi t di r ect t ensi on i ndi cat or washer i nspect i on r epor t s.

3. 7. 2. 2 Di r ect Tensi on I ndi cat or Gaps

I n addi t i on t o t he above t est i ng, an i ndependent t est i ng agency as appr oved by t he Cont r act i ng Of f i cer , must t est i n pl ace t he di r ect t ensi on i ndi cat or gaps on 20 per cent of t he i nst al l ed di r ect t ensi on i ndi cat or washer s t o ver i f y t hat t he ASTM F959 di r ect t ensi on i ndi cat or gaps have been achi eved. I f mor e t han 10 per cent of t he di r ect t ensi on i ndi cat or s t est ed have not been compr essed suf f i c i ent l y t o pr ovi de t he aver age gaps r equi r ed by ASTM F959, t hen al l i n pl ace di r ect t ensi on i ndi cat or washer s shal l be t est ed t o ver i f y t hat t he ASTM F959 di r ect t ensi on i ndi cat or gaps have been achi eved. Test l ocat i ons must be sel ect ed by t he Cont r act i ng Of f i cer .

3. 7. 3 Hi gh- St r engt h Bol t s

3. 7. 3. 1 Test i ng Bol t , Nut , and Washer Assembl i es

Test a mi ni mum of 3 bol t , nut , and washer assembl i es f r om each mi l l cer t i f i cat e bat ch i n a t ensi on measur i ng devi ce at t he j ob s i t e pr i or t o t he begi nni ng of bol t i ng st ar t - up. Demonst r at e t hat t he bol t s and nut s, when used t oget her , can devel op t ensi on not l ess t han t he pr ovi s i ons speci f i ed i n AI SC 360, dependi ng on bol t s i ze and gr ade. The bol t t ensi on must be devel oped by t i ght eni ng t he nut . A r epr esent at i ve of t he manuf act ur er or suppl i er must be pr esent t o ensur e t hat t he f ast ener s ar e pr oper l y used, and t o demonst r at e t hat t he f ast ener assembl i es suppl i ed sat i sf y t he speci f i ed r equi r ement s. Submi t bol t t est i ng r epor t s.

3. 7. 3. 2 Inspection

I nspect i on pr ocedur es must be i n accor dance wi t h AI SC 360. Conf i r m and r epor t t o t he Cont r act i ng Of f i cer t hat t he mat er i al s meet t he pr oj ect speci f i cat i on and t hat t hey ar e pr oper l y st or ed. Conf i r m t hat t he f ayi ng sur f aces have been pr oper l y pr epar ed bef or e t he connect i ons ar e assembl ed.

Obser ve t he speci f i ed j ob s i t e t est i ng and cal i br at i on, and conf i r m t hat t he pr ocedur e t o be used pr ovi des t he r equi r ed t ensi on. Moni t or t he wor k t o ensur e t he t est i ng pr ocedur es ar e r out i nel y f ol l owed on j oi nt s t hat ar e speci f i ed t o be f ul l y t ensi oned.

I nspect cal i br at i on of t or que wr enches f or hi gh- st r engt h bol t s.

3. 7. 3. 3 Testing

The Gover nment has t he opt i on t o per f or m nondest r uct i ve t est s on 5 per cent of t he i nst al l ed bol t s t o ver i f y compl i ance wi t h pr e- l oad bol t t ensi on r equi r ement s. Pr ovi de t he r equi r ed access f or t he Gover nment t o per f or m

SECTI ON 05 12 00 Page 10 t he t est s. The nondest r uct i ve t est i ng wi l l be done i n- pl ace usi ng an ul t r asoni c measur i ng devi ce or any ot her devi ce capabl e of det er mi ni ng i n- pl ace pr e- l oad bol t t ensi on. The t est l ocat i ons must be sel ect ed by t he Cont r act i ng Of f i cer . I f mor e t han 10 per cent of t he bol t s t est ed cont ai n def ect s i dent i f i ed by t est i ng, t hen al l bol t s used f r om t he bat ch f r om whi ch t he t est ed bol t s wer e t aken, must be t est ed at t he Cont r act or ' s expense. Ret est new bol t s af t er i nst al l at i on at t he Cont r act or ' s expense.

3. 7. 4 Test i ng f or Embr i t t l ement

ASTM A143/ A143M f or st eel pr oduct s hot - di p gal vani zed af t er f abr i cat i on.

Submi t embr i t t l ement t est r epor t s.

- - End of Sect i on - -

SECTI ON 05 12 00 Page 11

SECTI ON 05 21 00

STEEL JOI ST FRAMI NG

05/15

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D1. 1/ D1. 1M ( 2015; Er r at a 1 2015; Er r at a 2 2016) St r uct ur al Wel di ng Code - St eel

ASTM I NTERNATI ONAL ( ASTM)

ASTM A36/ A36M ( 2014) St andar d Speci f i cat i on f or Car bon St r uct ur al St eel

I NTERNATI ONAL CODE COUNCI L ( I CC)

I CC I BC ( 2015) I nt er nat i onal Bui l di ng Code

SOCI ETY FOR PROTECTI VE COATI NGS ( SSPC)

SSPC PA 1 ( 2016) Shop, Fi el d, and Mai nt enance Coat i ng of Met al s

SSPC Pai nt 15 ( 1999; E 2004) St eel Joi st Shop Pr i mer

SSPC SP 2 ( 1982; E 2000; E 2004) Hand Tool Cl eani ng

STEEL JOI ST I NSTI TUTE ( SJI )

SJI COMPOSI TE JOI STS ( 2007; Suppl ement 1 2010) St andar d Speci f i cat i ons f or Composi t e St eel Joi st Catalog

SJI LOAD TABLES ( 2010; Er r at a 1 2011; Er r at a 2 2012) 42nd Edi t i on Cat al og of St andar d Speci f i cat i ons Load Tabl es and Wei ght Tabl es f or St eel Joi st s and Joi st Gi r der s

SJI MANUAL ( 2009) 80 Year s of Open Web St eel Joi st Construction

U. S. NATI ONAL ARCHI VES AND RECORDS ADMI NI STRATI ON ( NARA)

29 CFR 1926 Saf et y and Heal t h Regul at i ons f or Construction

29 CFR 1926. 757 St eel Er ect i on; Open Web St eel Joi st s

SECTI ON 05 21 00 Page 1

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or Cont r act or Qual i t y Cont r ol appr oval . Submi t t al s wi t h an " S" ar e f or i ncl usi on i n t he Sust ai nabi l i t y Not ebook, i n conf or mance t o Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG.

Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL

PROCEDURES:

SD- 01 Pr econst r uct i on Submi t t al s

Wel der Qual i f i cat i on

SD- 02 Shop Dr awi ngs

St eel Joi st Fr ami ng; G

SD- 06 Test Repor t s

Er ect i on I nspect i on Wel di ng I nspect i ons

SD- 07 Cer t i f i cat es

Cer t i f i cat i on of Compl i ance

SD- 11 Cl oseout Submi t t al s

Recycl ed Cont ent of St eel Pr oduct s; S

1. 3 QUALI TY ASSURANCE

Per f or m al l wor k i n compl i ance wi t h t he r equi r ement s set f or t h i n

29 CFR 1926.

1. 3. 1 Dr awi ng Requi r ement s

Submi t dr awi ngs of st eel j oi st f r ami ng i ncl udi ng f abr i cat i on, speci f i cat i ons f or shop pai nt i ng, and i dent i f i cat i on mar ki ngs of j oi st s.

Show j oi st t ype and si ze, l ayout i n pl an, al l appl i cabl e l oads, def l ect i on cr i t er i a, and er ect i on det ai l s i ncl udi ng met hods of anchor i ng, f r ami ng at openi ngs, t ype, s i ze, and l ocat i on and connect i ons f or and spaci ng of br i dgi ng, r equi r ement s f or f i el d wel di ng, and det ai l s of accessor i es as appl i cabl e.

1. 3. 2 Cer t i f i cat i on of Compl i ance

Pr i or t o const r uct i on commencement , submi t cer t i f i cat i on f or wel der qual i f i cat i on, i n compl i ance wi t h AWS D1. 1/ D1. 1M, wel di ng oper at i on, and t acker , st at i ng t he t ype of wel di ng and posi t i ons qual i f i ed f or , t he code and pr ocedur e qual i f i ed under , dat e qual i f i ed, and t he f i r m and i ndi v i dual cer t i f y i ng t he qual i f i cat i on t est s. Submi t cer t i f i cat i on of compl i ance f or t he f ol l owi ng:

a. SJI MANUAL

b. St eel Joi st I nst i t ut e Member Fabr i cat or

SECTI ON 05 21 00 Page 2

c. 29 CFR 1926

d. 29 CFR 1926. 757

e. St at ement f r om st eel j oi st manuf act ur er , t hat wor k was per f or med i n accor dance wi t h appr oved const r uct i on document s and wi t h SJI st andar d speci f i cat i ons, i n accor dance wi t h I CC I BC Sect i on 1704. 2. 5. 2.

1. 4 DELI VERY, STORAGE, AND HANDLI NG

Handl e, t r anspor t , and st or e j oi s t s i n a manner t o pr event damage af f ect i ng t hei r st r uct ur al i nt egr i t y. Ver i f y pi ece count of al l j oi st pr oduct s upon del i ver y and i nspect al l j oi st s pr oduct s f or damage. Repor t any damage t o t he j oi st suppl i er . St or e al l i t ems of f t he gr ound i n a wel l dr ai ned l ocat i on pr ot ect ed f r om t he weat her and easi l y accessi bl e f or i nspect i on and handl i ng. St or e j oi st s wi t h t op chor d down and wi t h j oi st s i n a ver t i cal posi t i on. St or e deep j oi st s hor i zont al l y i f t hey wer e shi pped on t hei r s i des.

PART 2 PRODUCTS

2. 1 SYSTEM DESCRI PTI ON

Desi gnat e st eel j oi st s on t he dr awi ngs i n accor dance wi t h t he st andar d desi gnat i ons of t he St eel Joi st I nst i t ut e. Joi st s of ot her st andar d desi gnat i ons or j oi st s wi t h pr oper t i es ot her t han t hose shown may be subst i t ut ed f or t he j oi st s desi gnat ed pr ovi ded t he st r uct ur al pr oper t i es ar e equal t o or gr eat er t han t hose of t he j oi st s shown and pr ovi ded al l ot her speci f i ed r equi r ement s ar e met .

2. 2 STEEL JOI STS

Pr ovi de st eel j oi st s conf or mi ng t o SJI LOAD TABLES. Desi gn j oi st s desi gnat ed K and KCS t o suppor t t he l oads gi ven i n t he appl i cabl e st andar d l oad t abl es of SJI LOAD TABLES.

2. 2. 1 St eel Joi st Camber

Camber j oi st s accor di ng t o SJI LOAD TABLES.

2. 2. 2 St eel Joi st Subst i t ut es and Out r i gger s

Pr ovi de j oi st subst i t ut es and out r i gger s conf or mi ng t o SJI LOAD TABLES wi t h st eel angl e or channel member s.

2. 2. 3 Composi t e St eel Joi st s

Pr ovi de composi t e st eel j oi st s conf or mi ng t o SJI COMPOSI TE JOI STS.

2. 3 RECYCLED CONTENT

Pr ovi de pr oduct s wi t h an aver age r ecycl ed cont ent of st eel pr oduct s of post consumer r ecycl ed cont ent pl us one hal f of pr econsumer r ecycl ed cont ent not l ess t han 25 per cent .

SECTI ON 05 21 00 Page 3

2. 4 ACCESSORI ES AND FI TTI NGS

2. 4. 1 Bridging

Pr ovi de br i dgi ng of mat er i al , s i ze, and t ype r equi r ed by SJI LOAD TABLES f or t ype of j oi s t , chor d s i ze, spaci ng and span. Fur ni sh addi t i onal er ect i on br i dgi ng i f r equi r ed f or st abi l i t y .

2. 4. 2 Bear i ng Pl at es

Fabr i cat e st eel bear i ng pl at s f r om ASTM A36/ A36M st eel of s i ze and t hi ckness i ndi cat ed.

2. 5 SHOP PAI NTI NG

SSPC Pai nt 15. Shop pr i me j oi st s, except as modi f i ed her ei n, i n accor dance with SSPC PA 1. Cl ean j oi st s i n accor dance wi t h SSPC SP 2 bef or e pr i mi ng.

Do not pr i me j oi st s t o r ecei ve spr ayed- on f i r epr oof i ng. I f f l ash r ust i ng occur s, r e- c l ean t he sur f ace pr i or t o appl i cat i on of pr i mer . For j oi st s whi ch r equi r e f i ni sh pai nt i ng under Sect i on 09 90 00 PAI NTS AND COATI NGS, t he pr i mer pai nt must be compat i bl e wi t h t he f i ni sh pai nt .

PART 3 EXECUTI ON

3. 1 ERECTION

I nst al l j oi st s i n conf or mance wi t h SJI LOAD TABLES f or t he j oi st ser i es i ndi cat ed, and t he r equi r ement s of 29 CFR 1926 and 29 CFR 1926. 757. Handl e and set j oi st s avoi di ng damage t o t he member s. Pl ace t he " t ag end" of j oi st s as shown on t he j oi st s pl acement pl ans. Ensur e t hat squar e- end j oi st s ar e er ect ed r i ght s i de up. Di st r i but e t empor ar y l oads so t hat j oi st capaci t y i s not exceeded. Remove damaged j oi st s f r om t he s i t e, except when f i el d r epai r i s appr oved and such r epai r s ar e sat i sf act or i l y made i n accor dance wi t h t he manuf act ur er ' s r ecommendat i ons. Do not r epai r , f i el d modi f y, or al t er any j oi st s wi t hout speci f i c wr i t t en i nst r uct i ons f r om t he Desi gner of Recor d and/ or j oi st manuf act ur er .

I nst al l and connect br i dgi ng concur r ent l y wi t h j oi st er ect i on, bef or e const r uct i on l oads ar e appl i ed. Do not appl y l oads t o br i dgi ng. Anchor ends of br i dgi ng l i nes at t op and bot t om chor ds i f t er mi nat i ng at wal l s or beams. Do not cut away ver t i cal l eg of br i dgi ng wher e br i dgi ng makes an el evat i on t r ansi t i on; wel d a separ at e pi ece of br i dgi ng at t he t r ansi t i on.

Per f or m al l wel di ng i n accor dance wi t h AWS D1. 1/ D1. 1M.

3. 2 BEARI NG PLATES

Pr ovi de bear i ng pl at es t o accept f ul l bear i ng af t er t he suppor t i ng member s have been pl umbed and pr oper l y posi t i oned, but pr i or t o pl aci ng super i mposed l oads. The ar ea under t he pl at e must be damp- packed sol i dl y wi t h beddi ng mor t ar , except wher e nonshr i nk gr out i s i ndi cat ed on t he dr awi ngs. Pr ovi de beddi ng mor t ar and gr out as speci f i ed i n Sect i on 03 30 00

CAST- I N- PLACE CONCRETE.

3. 3 PAINTING

3. 3. 1 Touch- Up Pai nt i ng

Af t er er ect i on of j oi st s t ouch- up connect i ons and ar eas of abr aded shop coat wi t h pai nt of t he same t ype used f or t he shop coat .

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3. 3. 2 Fi el d Pai nt i ng

Pai nt j oi st s r equi r i ng a f i ni sh coat i n conf or mance wi t h t he r equi r ement s of Sect i on 09 90 00 PAI NTS AND COATI NGS.

3. 4 VI SUAL I NSPECTI ONS

Per f or m t he f ol l owi ng v i sual i nspect i ons:

a. Ver i f y t hat al l j oi st s ar e spaced pr oper l y.

b. Ver i f y t hat t her e i s suf f i c i ent j oi st bear i ng on st eel beams, concr et e, and masonr y.

c. Ver i f y al l br i dgi ng l i nes ar e pr oper l y spaced and anchor ed.

d. Ver i f y t hat damage has not occur r ed t o t he j oi st s dur i ng er ect i on.

e. Ver i f y t he j oi st s ar e al i gned ver t i cal l y and t her e i s no l at er al sweep i n t he j oi st s.

f . Wher e concent r at ed l oads ar e pr esent on t he j oi st s ver i f y t hat t hey ar e l ocat ed i n accor dance wi t h t he j oi st s pl acement pl an.

g. Ver i f y wel di ng of br i dgi ng and j oi st seat s i n accor dance wi t h AWS D1. 1/ D1. 1M, Sect i on 6. Per f or m er ect i on i nspect i on and f i el d wel di ng i nspect i ons wi t h AWS cer t i f i ed wel di ng i nspect or s.

h. Ver i f y pr oper bol t i ng of di agonal br i dgi ng and j oi st seat s wher e t he bol t s ar e snug- t i ght .

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STEEL DECKS

05/15

PART 1 GENERAL

1. 1 REFERENCES

The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.

AMERI CAN I RON AND STEEL I NSTI TUTE ( AI SI )

AI SI D100 ( 1991; R 2008) Col d- For med St eel Desi gn Manual

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS D1. 3/ D1. 3M ( 2008; Er r at a 2008) St r uct ur al Wel di ng Code - Sheet St eel

ASTM I NTERNATI ONAL ( ASTM)

ASTM A1008/ A1008M ( 2016) St andar d Speci f i cat i on f or St eel , Sheet , Col d- Rol l ed, Car bon, St r uct ur al , Hi gh- St r engt h Low- Al l oy and Hi gh- St r engt h Low- Al l oy wi t h I mpr oved For mabi l i t y , Sol ut i on Har dened, and Bake Har dened

ASTM A123/ A123M ( 2013) St andar d Speci f i cat i on f or Zi nc ( Hot - Di p Gal vani zed) Coat i ngs on I r on and St eel Pr oduct s

ASTM A36/ A36M ( 2014) St andar d Speci f i cat i on f or Car bon St r uct ur al St eel

ASTM A780/ A780M ( 2009; R 2015) St andar d Pr act i ce f or Repai r of Damaged and Uncoat ed Ar eas of Hot - Di p Gal vani zed Coat i ngs

ASTM A792/ A792M ( 2010) St andar d Speci f i cat i on f or St eel Sheet , 55% Al umi num- Zi nc Al l oy- Coat ed by t he Hot - Di p Pr ocess

ASTM D1056 ( 2014) St andar d Speci f i cat i on f or Fl exi bl e Cel l ul ar Mat er i al s - Sponge or Expanded Rubber

ASTM D1149 ( 2007; R 2012) St andar d Test Met hod f or Rubber Det er i or at i on - Sur f ace Ozone Cr acki ng i n a Chamber

ASTM D746 ( 2014) St andar d Test Met hod f or Br i t t l eness Temper at ur e of Pl ast i cs and El ast omer s by I mpact

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ASTM E84 ( 2016) St andar d Test Met hod f or Sur f ace Bur ni ng Char act er i st i cs of Bui l di ng Materials

FM GLOBAL ( FM)

FM APP GUI DE ( updat ed on- l i ne) Appr oval Gui de http://www.approvalguide.com/

FM DS 1- 28R ( 1998) Dat a Sheet : Roof Syst ems

STEEL DECK I NSTI TUTE ( SDI )

ANSI / SDI QA/ QC ( 2011) St andar d f or Qual i t y Cont r ol and Qual i t y Assur ance f or I nst al l at i on of St eel Deck

SDI DDMO3 ( 2004; Er r at a 2006; Add 2006) Di aphr agm Desi gn Manual ; 3r d Edi t i on

SDI DDP ( 1987; R 2000) Deck Damage and Penet r at i ons

SDI MOC2 ( 2006) Manual of Const r uct i on wi t h St eel Deck

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 301- 01 ( 2013; wi t h Change 1) St r uct ur al Engineering

U. S. NATI ONAL ARCHI VES AND RECORDS ADMI NI STRATI ON ( NARA)

29 CFR 1926 Saf et y and Heal t h Regul at i ons f or Construction

UNDERWRI TERS LABORATORI ES ( UL)

UL 580 ( 2006; Repr i nt Oct 2013) Test s f or Upl i f t Resi st ance of Roof Assembl i es

UL Fi r e Resi st ance ( 2014) Fi r e Resi st ance Di r ect or y

1. 2 SUBMITTALS

Gover nment appr oval i s r equi r ed f or submi t t al s wi t h a " G" desi gnat i on;

submi t t al s not havi ng a " G" desi gnat i on ar e f or Cont r act or QC appr oval .

Submi t t al s wi t h an " S" ar e f or i ncl usi on i n t he Sust ai nabi l i t y Not ebook, i n conf or mance t o Sect i on 01 33 29, SUSTAI NABI TY REPORTI NG. Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 02 Shop Dr awi ngs

Fabr i cat i on Dr awi ngs; G

SD- 03 Pr oduct Dat a

Accessories

Deck Uni t s

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Gal vani z i ng Repai r Pai nt

Mechani cal Fast ener s

Touch- Up Pai nt

Wel di ng Equi pment

Wel di ng Rods and Accessor i es

SD- 05 Desi gn Dat a

Deck Uni t s; G

SD- 07 Cer t i f i cat es

Wel der Qual i f i cat i ons

Wel di ng Pr ocedur es

Fi r e Saf et y

Wi nd St or m Resi st ance

Manuf act ur er ' s Cer t i f i cat e

SD- 11 Cl oseout Submi t t al s

Recycl ed Cont ent of St eel Pr oduct s; S

1. 3 QUALI TY ASSURANCE

1. 3. 1 Deck Uni t s

Fur ni sh deck uni t s and accessor y pr oduct s f r om a manuf act ur er r egul ar l y engaged i n manuf act ur e of st eel decki ng. Pr ovi de manuf act ur er ' s cer t i f i cat e s at t est i ng t hat t he decki ng mat er i al meet s t he speci f i ed r equi r ement s.

1. 3. 2 Qual i f i cat i ons f or Wel di ng Wor k

Fol l ow Wel di ng Pr ocedur es of AWS D1. 3/ D1. 3M f or sheet st eel .

Submi t qual i f i ed Wel der Qual i f i cat i ons i n accor dance wi t h AWS D1. 3/ D1. 3M f or sheet st eel wel di ng, or under an equi val ent appr oved qual i f i cat i on t est . Per f or m t est s on t est pi eces i n posi t i ons and wi t h c l ear ances equi val ent t o t hose act ual l y encount er ed.

Submi t manuf act ur er ' s cat al og dat a f or Wel di ng Equi pment and Wel di ng Rods and Accessor i es.

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1. 3. 3 Regul at or y Requi r ement s

1. 3. 3. 1 Fi r e Saf et y

Test r oof deck as a par t of a r oof deck const r uct i on assembl y of t he t ype used f or t hi s pr oj ect , l i s t i ng as f i r e c l assi f i ed i n t he UL Fi r e Resi st ance, or l i s t i ng as Cl ass I const r uct i on i n t he FM APP GUI DE, and so l abel ed.

1. 3. 3. 2 Wi nd St or m Resi st ance

Pr ovi de r oof const r uct i on assembl y capabl e of wi t hst andi ng a nomi nal upl i f t pr essur e of 90 pounds per squar e f oot when t est ed i n accor dance wi t h t he upl i f t pr essur e t est descr i bed i n t he FM DS 1- 28R or as descr i bed i n UL 580 and i n gener al compl i ance wi t h UFC 3- 301- 01.

1. 3. 4 Fabr i cat i on Dr awi ngs

Show t ype and l ocat i on of uni t s, l ocat i on and sequence of connect i ons, bear i ng on suppor t s, met hods of anchor i ng, at t achment of accessor i es, adj ust i ng pl at e det ai l s , cant st r i ps, r i dge and val l ey pl at es, met al c l osur e st r i ps, s i ze and l ocat i on of hol es t o be cut and r ei nf or cement t o be pr ovi ded, t he manuf act ur er ' s er ect i on i nst r uct i ons and ot her per t i nent details.

1. 4 DELI VERY, STORAGE, AND HANDLI NG

Del i ver deck uni t s t o t he s i t e i n a dr y and undamaged condi t i on. St or e and handl e st eel deck i n a manner t o pr ot ect i t f r om cor r osi on, def or mat i on, and ot her t ypes of damage. Do not use decki ng f or st or age or as wor ki ng pl at f or m unt i l uni t s have been f ast ened i nt o posi t i on. Exer ci se car e not t o damage mat er i al or over l oad decki ng dur i ng const r uct i on. The maxi mum uni f or m di st r i but ed st or age l oad must not exceed t he desi gn l i ve l oad.

St ack decki ng on pl at f or ms or pal l et s and cover wi t h weat her t i ght vent i l at ed cover i ng. El evat e one end dur i ng st or age t o pr ovi de dr ai nage.

Mai nt ai n deck f i ni sh at al l t i mes t o pr event f or mat i on of r ust . Repai r deck f i ni sh usi ng t ouch- up pai nt . Repl ace damaged mat er i al .

1. 5 DESI GN REQUI REMENTS FOR ROOF DECKS

1. 5. 1 Pr oper t i es of Sect i ons

Pr oper t i es of met al r oof deck sect i ons must compl y wi t h engi neer i ng desi gn wi dt h as l i mi t ed by t he pr ovi s i ons of AI SI D100.

1. 5. 2 Al l owabl e Loads

I ndi cat e t ot al uni f or m dead and l i ve l oad f or det ai l i ng pur poses.

PART 2 PRODUCTS

2. 1 DECK UNI TS

Submi t manuf act ur er ' s desi gn cal cul at i ons, or appl i cabl e publ i shed l i t er at ur e f or t he st r uct ur al pr oper t i es of t he pr oposed deck uni t s .

Recycl ed cont ent of st eel pr oduct s: pr ovi de pr oduct s wi t h an aver age r ecycl ed cont ent of st eel pr oduct s so post consumer r ecycl ed cont ent pl us one hal f of pr econsumer r ecycl ed cont ent not l ess t han 25 per cent .

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2. 1. 1 Roof Deck

Conf or m t o ASTM A792/ A792M or ASTM A1008/ A1008M f or deck used i n conj unct i on wi t h i nsul at i on and bui l t - up r oof i ng. Fabr i cat e r oof deck uni t s of t he st eel desi gn t hi ckness r equi r ed by t he desi gn dr awi ngs and gal vani zed .

2. 1. 2 Lengt h of Deck Uni t s

Pr ovi de deck uni t s of suf f i c i ent l engt h t o…