18R3007vol2.PDF

Seymour Johnson AFB, North Carolina

Solicitation Number

W912HN-18-R-3007

Construct Tanker Truck Delivery System Volume 2 of 3: Specification Divisions 05 - 26

PN DESC1801

June 2018

U.S. ARMY ENGINEER DISTRICT, SAVANNAH

CORPS OF ENGINEERS

100 WEST OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

US Army Corps of Engineers Savannah District

Const r uct Tanker Tr uck Del i ver y Syst em 18R3007 Seymour Johnson AFB, NC

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 32 01. 00 10 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 33 29 SUSTAI NABI LI TY REPORTI NG

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 35 29. 13 HEALTH, AND SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMI NATED SI TES SOI L EXCAVATI ON

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00. 00 10 QUALI TY CONTROL

01 45 00. 15 10 RESI DENT MANAGEMENT SYSTEM CONTRACTOR MODE( RMS CM)

01 45 35 SPECI AL I NSPECTI ONS

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

01 57 19 ENVI RONMENTAL PROTECTI ON

01 57 23 TEMPORARY STORM WATER POLLUTI ON CONTROL

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 23. 33 OPERATI ON AND MAI NTENANCE MANUALS FOR AVI ATI ON FUEL

SYSTEMS

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

02 41 00 DEMOLITION

02 61 13 EXCAVATI ON AND HANDLI NG OF CONTAMI NATED MATERI AL

02 81 00 TRANSPORTATI ON AND DI SPOSAL OF HAZARDOUS MATERI ALS

02 82 13. 00 10 ASBESTOS ABATEMENT

02 83 13. 00 20 LEAD I N CONSTRUCTI ON

DI VI SI ON 03 - CONCRETE

03 11 13. 00 10 STRUCTURAL CAST- I N- PLACE CONCRETE FORMI NG

03 15 00. 00 10 CONCRETE ACCESSORI ES

03 20 00. 00 10 CONCRETE REI NFORCI NG

03 30 00. 00 10 CAST- I N- PLACE CONCRETE

03 35 00. 00 10 CONCRETE FI NI SHI NG

03 39 00. 00 10 CONCRETE CURI NG

03 42 13. 00 10 PLANT- PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DI VI SI ON 04 - MASONRY

04 20 00 MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 19 OPEN WEB STEEL JOI ST FRAMI NG

05 30 00 STEEL DECKS

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 33 METAL LADDERS

05 59 10 ROLLI NG COVER FOR AVI ATI ON REFUELI NG VAULTS

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

06 10 00 ROUGH CARPENTRY

PROJECT TABLE OF CONTENTS Page 1

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

07 21 13 BOARD AND BLOCK I NSULATI ON

07 22 00 ROOF AND DECK I NSULATI ON

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

07 52 00 MODI FI ED BI TUMI NOUS MEMBRANE ROOFI NG

07 60 00 FLASHI NG AND SHEET METAL

07 61 14. 00 20 STEEL STANDI NG SEAM ROOFI NG

07 84 00 FIRESTOPPING

07 92 00 JOI NT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 51 13 ALUMI NUM WI NDOWS

08 51 23 STEEL WI NDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTI CAL CEI LI NGS

09 65 00 RESI LI ENT FLOORI NG

09 90 00 PAI NTS AND COATI NGS

09 97 13. 17 THREE COAT EPOXY I NTERI OR COATI NG OF WELDED STEEL

PETROLEUM FUEL TANKS

09 97 13. 27 EXTERI OR COATI NG OF STEEL STRUCTURES

DI VI SI ON 10 - SPECI ALTI ES

10 44 16 FI RE EXTI NGUI SHERS

DI VI SI ON 12 - FURNI SHI NGS

12 21 00 WI NDOW BLI NDS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 METAL BUI LDI NG SYSTEMS ( PUMP SHELTER)

13 34 20 METAL BUI LDI NG SYSTEMS ( CANOPI ES)

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBI NG, GENERAL PURPOSE

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

23 07 00 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS

23 08 00. 00 10 COMMI SSI ONI NG OF HVAC SYSTEMS

23 81 00. 00 20 UNI TARY AI R CONDI TI ONI NG EQUI PMENT

23 82 46. 00 40 ELECTRI C UNI T HEATERS

DI VI SI ON 26 - ELECTRI CAL

PROJECT TABLE OF CONTENTS Page 2

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

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 00 LOW- VOLTAGE SWI TCHGEAR

26 28 01. 00 10 COORDI NATED POWER SYSTEM PROTECTI ON

26 32 15. 00 10 DI ESEL- GENERATOR SET STATI ONARY 100- 2500 KW, WI TH

AUXILIARIES

26 41 00 LI GHTNI NG PROTECTI ON SYSTEM

26 42 14. 00 10 CATHODI C PROTECTI ON SYSTEM ( SACRI FI CI AL ANODE)

26 42 17. 00 10 CATHODI C PROTECTI ON SYSTEM ( I MPRESSED CURRENT)

26 51 00 I NTERI OR LI GHTI NG

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

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

28 31 64. 00 10 FI RE DETECTI ON AND ALARM SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 31 16. 13 CHEMI CAL TERMI TE CONTROL

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 11 20 BASE COURSE FOR RI GI D AND SUBBASES FOR FLEXI BLE PAVI NG

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT- MI X ASPHALT ( HMA) FOR ROADS

32 13 13. 06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SI TE

FACILITIES

32 16 13 CONCRETE SI DEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKI NGS

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 01 50. 01 CLEANI NG FUEL STORAGE TANKS

33 08 53 AVI ATI ON FUEL DI STRI BUTI ON SYSTEM START- UP

33 09 53 AVI ATI ON FUEL PUMP CONTROL AND ANNUNCI ATI ON SYSTEM

33 11 00 WATER UTI LI TY DI STRI BUTI ON PI PI NG

33 30 00 SANI TARY SEWERS

33 32 13. 10 24 DROP TANK VAULT SUBMERSI BLE PUMP

33 34 00 DROP TANK VAULT FORCE MAI N

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 52 43. 11 AVI ATI ON FUEL MECHANI CAL EQUI PMENT

33 52 43. 12 AVI ATI ON FUEL PANTOGRAPHS

33 52 43. 13 AVI ATI ON FUEL PI PI NG

33 52 43. 14 AVI ATI ON FUEL CONTROL VALVES

33 52 43. 23 AVI ATI ON FUEL PUMPS

33 52 43. 28 FI LTER SEPARATOR, AVI ATI ON FUELI NG SYSTEM

33 56 10 FACTORY- FABRI CATED FUEL STORAGE DROP TANKS

33 56 13. 13 STEEL TANKS WI TH FI XED ROOFS

33 56 19 FUEL I MPERMEABLE LI NER SYSTEM

PROJECT TABLE OF CONTENTS Page 3

33 58 00 LEAK DETECTI ON FOR FUELI NG SYSTEMS

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

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

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 13. 24 BRI DGE CRANES, OVERHEAD HAND OPERATED, UNDER RUNNI NG

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

PROJECT TABLE OF CONTENTS Page 4

SECTI ON TABLE OF CONTENTS

DI VI SI ON 05 - METALS

SECTI ON 05 12 00

STRUCTURAL STEEL

05/14

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 SEI SMI C PROVI SI ONS

1. 4 QUALI TY ASSURANCE

1. 4. 1 Pr econst r uct i on Submi t t al s

1. 4. 1. 1 Er ect i on Dr awi ngs

1. 4. 2 Fabr i cat i on Dr awi ng Requi r ement s

1. 4. 3 Cer t i f i cat i ons

1. 4. 3. 1 Wel di ng Pr ocedur es and Qual i f i cat i ons

PART 2 PRODUCTS

2. 1 SYSTEM DESCRI PTI ON

2. 2 STEEL

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

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

2. 3 BOLTS, NUTS, AND WASHERS

2. 3. 1 Common Gr ade Bol t s

2. 3. 1. 1 Bol t s

2. 3. 1. 2 Nut s

2. 3. 1. 3 Washer s

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

2. 3. 2. 1 Di r ect Tensi on I ndi cat or Washer s

2. 3. 3 Foundat i on Anchor age

2. 3. 3. 1 Anchor Rods

2. 3. 3. 2 Anchor Nut s

2. 3. 3. 3 Anchor Washer s

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

2. 4 STRUCTURAL STEEL ACCESSORI ES

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

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

2. 4. 3 Wel ded Shear St ud Connect or s

2. 5 GALVANI ZI NG

2. 6 FABRI CATI ON

2. 6. 1 Mar ki ngs

2. 6. 2 Shop Pr i mer

2. 6. 2. 1 Cl eani ng

PART 3 EXECUTI ON

3. 1 ERECTI ON

3. 1. 1 STORAGE

3. 2 CONNECTI ONS

3. 2. 1 Common Gr ade Bol t s

SECTI ON 05 12 00 Page 1

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

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

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

3. 3 GAS CUTTI NG

3. 4 WELDI NG

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

3. 5 SHOP PRI MER REPAI R

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

3. 6 GALVANI ZI NG REPAI R

3. 7 FI ELD QUALI TY CONTROL

3. 7. 1 Wel ds

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

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

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

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

3. 7. 3. 2 I nspect i on

3. 7. 3. 3 Test i ng

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

- - End of Sect i on Tabl e of Cont ent s - -

SECTI ON 05 12 00 Page 2

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; Er r at a 1 2012; Er r at a 2 2013;

Er r at a 3 2015) 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 ( 2016) 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

ASTM I NTERNATI ONAL ( ASTM)

ASTM A123/ A123M ( 2015) 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 A153/ A153M ( 2016) St andar d Speci f i cat i on f or Zi nc Coat i ng ( Hot - Di p) on I r on and St eel Hardware

ASTM A307 ( 2014; E 2017) St andar d Speci f i cat i on f or

SECTI ON 05 12 00 Page 3

Car bon St eel Bol t s, St uds, and Thr eaded Rod 60 000 PSI Tensi l e St r engt h

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, 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 A514/ A514M ( 2014) St andar d Speci f i cat i on f or Hi gh- Yi el d- St r engt h, Quenched and Temper ed Al l oy St eel Pl at e, Sui t abl e f or Wel di ng

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 A563M ( 2007; R 2013) St andar d Speci f i cat i on f or Car bon and Al l oy St eel Nut s ( Met r i c)

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 F1554 ( 2015; E 2016; E 2017) 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 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/ F959M ( 2017) St andar d Speci f i cat i on f or 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 Fast ener s, I nch and Met r i c Ser i es

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 25 ( 1997; E 2004) Zi nc Oxi de, Al kyd, Li nseed Oi l Pr i mer f or Use Over Hand Cl eaned St eel , Type I and Type I I

SECTI ON 05 12 00 Page 4

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 3) St r uct ur al Engineering

UFC 3- 310- 04 ( 2013; wi t h Change 1) Sei smi c Desi gn f or Buildings

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 i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . 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, i ncl udi ng descr i pt i on of t empor ar y suppor t s;

G-RO

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-OMA

SD- 03 Pr oduct Dat a

Shop pr i mer ; G-RO

Wel di ng el ect r odes and r ods; G-RO

Di r ect Tensi on I ndi cat or Washer s; G-RO

Non- Shr i nk Gr out

Tensi on cont r ol bol t s; G-RO

I ncl ude t est r epor t f or Cl ass B pr i mer

SD- 06 Test Repor t s

Bol t s, nut s, and washer s; G-RO

Suppl y 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.

Wel d I nspect i on Repor t s

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

SD- 07 Cer t i f i cat es

SECTI ON 05 12 00 Page 5

Steel ; G-RO

Bol t s, nut s, and washer s; G-RO

Galvanizing ; G-RO

Wel di ng pr ocedur es and qual i f i cat i ons; G-RO

Wel di ng el ect r odes and r ods

1. 3 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. 4 QUALI TY ASSURANCE

1. 4. 1 Pr econst r uct i on Submi t t al s

1. 4. 1. 1 Er ect i on Dr awi ngs

Submit Er ect i on Dr awi ngs 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. 4. 2 Fabr i cat i on Dr awi ng Requi r ement s

Submit 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 shal l not be r epr oduct i ons of cont r act dr awi ngs. Si gn and seal f abr i cat i on dr awi ngs by a r egi st er ed pr of essi onal engi neer . 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.

1. 4. 3 Certifications

1. 4. 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 and gal vani z i ng, SECTI ON 05 12 00 Page 6 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 B.

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 Bolts

ASTM A325, Type I . The bol t heads and t he nut s of t he suppl i ed f ast ener s must be mar ked wi t h t he manuf act ur er ' s i dent i f i cat i on mar k, t he st r engt h gr ade and t ype speci f i ed by ASTM speci f i cat i ons.

2. 3. 1. 2 Nuts

ASTM A563M, Gr ade and st y l e f or appl i cabl e ASTM bol t st andar d r ecommended.

2. 3. 1. 3 Washers

ASTM F844 washer s f or ASTM A307 bot l s, and ASTM F436 washer s f or ASTM A325 and ASTM A490 bol t s.

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

2. 3. 2. 1 Di r ect Tensi on I ndi cat or Washer s

ASTM F959/ F959M.

2. 3. 3 Foundat i on Anchor age

2. 3. 3. 1 Anchor Rods

ASTM F1554

2. 3. 3. 2 Anchor Nut s

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

2. 3. 3. 3 Anchor Washer s

ASTM F844

SECTI ON 05 12 00 Page 7

2. 3. 3. 4 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

See Speci f i cat i on Sect i on 03 30 00. 00 CAST- I N PLACE STRUCTURAL CONCRETE.

2. 4. 3 Wel ded Shear St ud Connect or s

AWS D1. 1/ D1. 1M.

2. 5 GALVANIZING

Wher e i ndi cat ed on t he cont r act dr awi ngs, gal vani ze i n accor dance wi t h ASTM A123/ A123M or ASTM A153/ A153M f or st r uct ur al s t 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 practicable.

2. 6 FABRICATION

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 25, ( al kyd pr i mer ) or epoxy- pol yami de, gr een pr i mer ( For m 150) t ype 1, except pr ovi de a Cl ass B coat i ng i n accor dance wi t h AI SC 325 f or s l i p cr i t i cal j oi nt s. 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 epoxy coat i ngs, 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 mi l .

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 not 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

SECTI ON 05 12 00 Page 8 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.

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 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 Common Gr ade Bol t s

ASTM A307 bol t s must be t i ght ened t o a " snug t i ght " f i t . " Snug t i ght " i s t he t i ght ness t hat exi st s when pl i es i n a j oi nt ar e i n f i r m cont act . I f f i r m cont act of j oi nt pl i es cannot be obt ai ned wi t h a f ew i mpact s of an i mpact wr ench, or t he f ul l ef f or t of a man usi ng a spud wr ench, cont act t he Cont r act i ng Of f i cer f or f ur t her i nst r uct i ons.

3. 2. 2 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 bol t ed connect i ons. Bol t s shal l be t i ght ened t o a " snug t i ght " f i t , except t hat bol t s shal l be f ul l y t ensi oned t o 70 per cent of t hei r mi ni mum t ensi l e st r engt h 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. 2. 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

SECTI ON 05 12 00 Page 9 washer s under bot h t he bol t head and nut when ASTM A490 bol t s ar e used.

3. 2. 3 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. Submi t Tensi on Cont r ol Bol t s pr oduct dat a f or appr oval .

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, except use onl y shi el ded met al ar c wel di ng and l ow hydr ogen el ect r odes f or ASTM A514/ A514M st eel .

Do not st r ess r el i eve ASTM A514/ A514M st eel by heat t r eat ment . 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 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 onl y f r om f i ni shed ar eas.

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.

SECTI ON 05 12 00 Page 10

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 i nspect i ons. Wel di ng i nspect or s shal l v i sual l y i nspect and mar k wel ds, i ncl udi ng f i l l et wel d end r et ur ns.

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.

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/ F959M. Submi t di r ect t ensi on i ndi cat or washer i nspect i on r epor t s.

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.

The cont act or shal l 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.

SECTI ON 05 12 00 Page 11

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 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 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.

- - End of Sect i on - -

SECTI ON 05 12 00 Page 12

SECTI ON TABLE OF CONTENTS

DI VI SI ON 05 - METALS

SECTI ON 05 21 19

OPEN WEB STEEL JOI ST FRAMI NG

07/07

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 REGULATORY REQUI REMENT

1. 4 DELI VERY AND STORAGE

1. 5 QUALI TY ASSURANCE

1. 5. 1 Dr awi ng Requi r ement s

1. 5. 2 Cer t i f i cat i on of Compl i ance

PART 2 PRODUCTS

2. 1 JOI STS AND ACCESSORI ES

2. 2 PAI NTI NG

2. 2. 1 Shop Pai nt i ng

PART 3 EXECUTI ON

3. 1 I NSTALLATI ON

3. 1. 1 Handl i ng and Er ect i on

3. 1. 2 Wel di ng

3. 2 BEARI NG PLATES

3. 3 PAI NTI NG

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

3. 4 VI SUAL I NSPECTI ONS

3. 4. 1 Er ect i on I nspect i on

SECTI ON 05 21 19 Page 1

SECTI ON 05 21 19

OPEN WEB STEEL JOI ST FRAMI NG

07/07

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 B2. 1/ B2. 1M ( 2014; Er r at a 2015) Speci f i cat i on f or Wel di ng Pr ocedur e and Per f or mance Qualification

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

SOCI ETY FOR PROTECTI VE COATI NGS ( SSPC)

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

STEEL JOI ST I NSTI TUTE ( SJI )

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 TD 10 ( 2003) Techni cal Di gest No. 10 - Desi gn of Fi r e Resi st i ve Assembl i es wi t h St eel Joi st s

SJI TD 8 ( 2008) Techni cal Di gest No. 8 - Wel di ng Of Open- Web St eel Joi st s And Joi st Gi r der s;

2nd Edi t i on

SJI TD 9 ( 2008) Techni cal Di gest No. 9 - Handl i ng and Er ect i on of St eel Joi st s and Joi st Gi r der s; 3r d Edi t i on

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

29 CFR 1910. 1200 Hazar d Communi cat i on

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

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 i nf or mat i on onl y. When

SECTI ON 05 21 19 Page 2 used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . 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

Mat er i al Saf et y Dat a Sheet ( MSDS) per OSHA 29 CFR 1910. 1200

SD- 02 Shop Dr awi ngs

St eel j oi st f r ami ng; G-OMA

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

Accessories

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

1. 3 REGULATORY REQUI REMENT

Al l j oi st gi r der f r ami ng must conf or m t o 29 CFR 1926. 757. Secur e al l j oi st br i dgi ng and anchor i ng i n pl ace pr i or t o t he appl i cat i on of any const r uct i on l oads. 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. Do not appl y l oads t o br i dgi ng.

1. 4 DELI VERY AND STORAGE

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. 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.

1. 5 QUALI TY ASSURANCE

Al l wor k must compl y wi t h t he r equi r ement s set f or t h i n 29 CFR 1926.

1. 5. 1 Dr awi ng Requi r ement s

Submit st eel j oi st f r ami ng dr awi ngs. Show j oi st t ype and s i ze, l ayout i n pl an, 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 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. 5. 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 Mat er i al Saf et y Dat a Sheet per 29 CFR 1910. 1200 f or st eel j oi st s , and cer t i f i cat i on f or welder qualification , compl i ance wi t h AWS B2. 1/ B2. 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.

SECTI ON 05 21 19 Page 3

Submit cer t i f i cat i on of compl i ance f or t he f ol l owi ng:

SJI TD 8

SJI TD 9

SJI TD 10

29 CFR 1926

29 CFR 1926. 757

PART 2 PRODUCTS

2. 1 JOI STS AND ACCESSORIES

Pr ovi de desi gn dat a f r om SJI LOAD TABLES f or t he j oi st ser i es i ndi cat ed.

Speci al j oi st s ( SP) shal l be desi gned t o r esi st t he l oads shown on t he cont r act dr awi ngs.

2. 2 PAINTING

2. 2. 1 Shop Pai nt i ng

Cl ean and pr i me j oi st s i n accor dance wi t h SSPC Pai nt 15.

PART 3 EXECUTI ON

3. 1 INSTALLATION

3. 1. 1 Handl i ng and Er ect i on

Conf or m t o SJI LOAD TABLES f or t he j oi st ser i es i ndi cat ed.

3. 1. 2 Welding

Al l wel di ng must conf or m t o AWS B2. 1/ B2. 1M and 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. Beddi ng mor t ar and gr out must be as speci f i ed i n Sect i on

03 30 00. 00 10 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 .

3. 4 VI SUAL I NSPECTI ONS

3. 4. 1 Er ect i on I nspect i on

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 welding inspections wi t h AWS cer t i f i ed wel di ng i nspect or s. Wel di ng i nspect or s must v i sual l y i nspect and mar k wel ds.

SECTI ON 05 21 19 Page 4

SECTI ON 05 21 19 Page 5

SECTI ON TABLE OF CONTENTS

DI VI SI ON 05 - METALS

SECTI ON 05 30 00

STEEL DECKS

11/11

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 QUALI TY ASSURANCE

1. 3. 1 Deck Uni t s

1. 3. 2 Cer t i f i cat i on of Powder - Act uat ed Tool Oper at or

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

1. 3. 4 Regul at or y Requi r ement s

1. 3. 4. 1 Fi r e Saf et y

1. 3. 4. 2 Wi nd St or m Resi st ance

1. 3. 5 Fabr i cat i on Dr awi ngs

1. 4 DELI VERY, STORAGE, AND HANDLI NG

1. 5 DESI GN REQUI REMENTS FOR ROOF DECKS

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

1. 5. 2 Al l owabl e Loads

PART 2 PRODUCTS

2. 1 MATERI ALS

2. 1. 1 St eel Sheet

2. 1. 2 St eel Coat i ng

2. 1. 3 Mi xes

2. 1. 3. 1 Gal vani z i ng Repai r Pai nt f or Fl oor Decks

2. 1. 4 Gal vani zed St eel Angl es f or Roof Decks

2. 1. 5 Joi nt Seal ant Mat er i al f or Roof Decks

2. 1. 6 Gal vani z i ng Repai r Pai nt f or Roof Decks

2. 1. 7 Fl exi bl e Cl osur e St r i ps f or Roof Decks

2. 2 ACCESSORI ES

2. 2. 1 Adj ust i ng Pl at es

2. 2. 2 End Cl osur es

2. 2. 3 Par t i t i on Cl osur es

2. 2. 4 Cl osur e Pl at es f or Composi t e Deck

2. 2. 5 Sheet Met al Col l ar

2. 2. 6 Cover Pl at es

2. 2. 7 Access Hol e Cover s

2. 2. 8 Hanger

2. 2. 9 Shear Connect or s

2. 2. 10 Mi scel l aneous Accessor i es

2. 3 FABRI CATI ON

2. 3. 1 Deck Uni t s

2. 3. 2 Lengt h of Fl oor Deck Uni t s

2. 3. 3 Roof Deck

2. 3. 3. 1 Cant St r i ps f or Roof Decks

2. 3. 3. 2 Ri dge and Val l ey Pl at es f or Roof Decks

2. 3. 3. 3 Met al Cl osur e St r i ps f or Roof Decks

SECTI ON 05 30 00 Page 1

2. 3. 4 Composi t e Deck

PART 3 EXECUTI ON

3. 1 EXAMI NATI ON

3. 2 I NSTALLATI ON

3. 2. 1 At t achment

3. 2. 1. 1 Wel di ng

3. 2. 1. 2 Fast eni ng Fl oor Deck Uni t s

3. 2. 2 Openi ngs

3. 2. 3 Deck Damage

3. 2. 4 Accessor y I nst al l at i on

3. 2. 4. 1 Adj ust i ng Pl at es

3. 2. 4. 2 End Cl osur es

3. 2. 4. 3 Cl osur es Above Par t i t i ons

3. 2. 4. 4 Cover Pl at es

3. 2. 4. 5 Access Hol e Cover s

3. 2. 4. 6 Hanger s

3. 2. 5 Concr et e Wor k

3. 2. 6 Pr epar at i on of Fi r e- Pr oof ed Sur f aces

3. 3 CANT STRI PS FOR ROOF DECKS

3. 4 RI DGE AND VALLEY PLATES FOR ROOF DECKS

3. 5 CLOSURE STRI PS FOR ROOF DECKS

3. 6 ROOF I NSULATI ON SUPPORT FOR ROOF DECKS

3. 7 CLEANI NG AND PROTECTI ON FOR ROOF DECKS

3. 8 FI ELD QUALI TY CONTROL

SECTI ON 05 30 00 Page 2

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STEEL DECKS

11/11

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

AI SI SG03- 3 ( 2002; Suppl 2001- 2004; R 2008) Col d- For med St eel Desi gn Manual Set

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

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 A123/ A123M ( 2015) 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 A653/ A653M ( 2015; E 2016) St andar d Speci f i cat i on f or St eel Sheet , Zi nc- Coat ed ( Gal vani zed) or Zi nc- I r on Al l oy- Coat ed ( Gal vanneal ed) by t he Hot - Di p Pr ocess

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

SECTI ON 05 30 00 Page 3

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

ASTM E84 ( 2017) 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 C ( 2011; I nt 1 2012; Er r at a 1 2012) St andar d f or Composi t e St eel Fl oor Deck - Sl abs

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

ANSI / SDI NC ( 2010) St andar d f or Non- Composi t e St eel Fl oor Deck

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

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

ANSI / SDI RD ( 2010) St andar d f or St eel Roof Deck

U. S. DEPARTMENT OF DEFENSE ( DOD)

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

UNDERWRI TERS LABORATORI ES ( UL)

UL 209 ( 2011; Repr i nt May 2016) UL St andar d f or Saf et y Cel l ul ar Met al Fl oor Raceways and Fittings

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 Bl d Mat Di r ( updat ed cont i nuousl y onl i ne) Bui l di ng Mat er i al s 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;

SECTI ON 05 30 00 Page 4 submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . 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-OMA

SD- 03 Pr oduct Dat a

Accessories ; G-OMA

Deck Uni t s

Gal vani z i ng Repai r Pai nt

Joi nt Seal ant Mat er i al

Wel di ng Equi pment

Wel di ng Rods and Accessor i es

Cant St r i ps

SD- 04 Sampl es

Met al Roof Deck Uni t s

Fl exi bl e Cl osur e St r i ps

Met al Cl osur e St r i ps

SD- 05 Desi gn Dat a

Deck Uni t s; G-OMA

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 units.

SD- 07 Cer t i f i cat es

. Wel di ng Pr ocedur es

Fi r e Saf et y

Wi nd St or m Resi st ance

Wel der Qual i f i cat i ons

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

Powder - Act uat ed Tool Oper at or

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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 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 Cer t i f i cat i on of Powder - Act uat ed Tool Oper at or

Manuf act ur er ' s cer t i f i cat e at t est i ng t hat t he oper at or s ar e aut hor i zed t o use t he l ow vel oci t y powder - act uat ed t ool .

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

Follows Wel di ng Pr ocedur es i n accor dance wi t h AWS D1. 1/ D1. 1M. Test speci mens shal l be made i n t he pr esence of Cont r act i ng Of f i cer and shal l be t est ed by an appr oved t est i ng l abor at or y at t he Cont r act or ' s expense.

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. 1/ D1. 1M, 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. I f a t est wel d f ai l s t o meet r equi r ement s, per f or m an i mmedi at e r et est of t wo t est wel ds unt i l each t est wel d passes. Fai l ur e i n t he i mmedi at e r et est wi l l r equi r e t he wel der be r et est ed af t er f ur t her pr act i ce or t r ai ni ng, per f or mi ng a compl et e set of t est wel ds.

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.

1. 3. 4 Regul at or y Requi r ement s

1. 3. 4. 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 Bl d Mat Di r , 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. 4. 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 an upl i f t pr essur e of 60 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. 5 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 , 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 det ai l s .

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

SECTI ON 05 30 00 Page 6 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 MATERIALS

2. 1. 1 St eel Sheet

Fl at r ol l ed car bon st eel sheet s of st r uct ur al qual i t y , t hi ckness not l ess t han i ndi cat ed bef or e coat i ng, meet i ng t he r equi r ement s of AI SI SG03- 3, except as modi f i ed her ei n.

2. 1. 2 St eel Coat i ng

ASTM A653/ A653M desi gnat i on G90 gal vani zed, or ASTM A792/ A792M desi gnat i on AZ55, al umi num- zi nc al l oy. Appl y coat i ng t o bot h s i des of sheet . Conf or m to UL 209 f or coat i ng on decki ng pr ovi ded as wi r e r aceways.

2. 1. 3 Mixes

2. 1. 3. 1 Gal vani z i ng Repai r Pai nt f or Fl oor Decks

Pr ovi de a hi gh- z i nc- dust cont ent pai nt f or r egal vani z i ng wel ds i n gal vani zed st eel conf or mi ng t o ASTM A780/ A780M.

2. 1. 4 Gal vani zed St eel Angl es f or Roof Decks

Pr ovi de hot - r ol l ed car bon st eel angl es conf or mi ng t o ASTM A36/ A36M, mer chant qual i t y , Gr ade Desi gnat i on SAE/ AI SI 1023 or SAE/ AI SI 1025, and hot - di p gal vani zed i n accor dance wi t h ASTM A123/ A123M.

2. 1. 5 Joi nt Seal ant Mat er i al f or Roof Decks

Pr ovi de a nonski nni ng, gun- gr ade, bul k compound mat er i al as r ecommended by t he manuf act ur er .

2. 1. 6 Gal vani z i ng Repai r Pai nt f or Roof Decks

Pr ovi de a hi gh z i nc- dust cont ent pai nt f or r egal vani z i ng wel ds i n gal vani zed st eel and shal l conf or m t o ASTM A780/ A780M.

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2. 1. 7 Fl exi bl e Cl osur e St r i ps f or Roof Decks

Pr ovi de st r i ps made of vul cani zed, c l osed- cel l , synt het i c r ubber mat er i al speci f i ed and pr emol ded t o t he conf i gur at i on r equi r ed t o pr ovi de t i ght - f i t t i ng c l osur es at open ends and si des of s t eel r oof decki ng.

Pr ovi de a vul cani zed, c l osed- cel l , expanded chl or opr ene el ast omer havi ng approximately 3. 5 psi compr essi ve- def l ect i on at 25 per cent def l ect i on ( l i mi t s) , conf or mi ng t o ASTM D1056, Gr ade No. SCE 41, wi t h t he f ol l owi ng addi t i onal pr oper t i es:

Br i t t l eness t emper at ur e of mi nus 40 degr ees F when t est ed i n accor dance with ASTM D746.

Fl ammabi l i t y r esi st ance wi t h a f l ame spr ead r at i ng of l ess t han 25 when t est ed i n accor dance wi t h ASTM E84.

Resi st ance t o ozone must be " no cr acks" af t er exposur e of a sampl e kept under a sur f ace t ensi l e st r ai n of 25 per cent t o an ozone concent r at i on of 100 par t s per mi l l i on of ai r by vol ume i n ai r f or 100 hour s at 104 degr ees F and t est ed i n accor dance wi t…