FTG233 W911KB21R0004 AM08.pdf

W911KB21R0004-AM#08

FTG233

REQUEST FOR PROPOSAL

AMENDMENT #08

US Army Corps of Engineers

Alaska District

FTG233

COMMUNICATIONS CENTER

FORT GREELY, ALASKA

W911KB21R0004- AM#08

09 NOVEMBER 2020

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

FTG233 CONSTRUCTION OF COMMUNICATIONS CENTER, FORT GREELY, AK

a. This amendment provides various changes to the solicitation as indicated on the continuation page(s) of this document.

b. Proposal due date remains unchanged as a result of this amendment. Proposal due 1400 AKST, 13 November 2020.

c. You are required to acknow ledge this and all amendments in box 19 of the SF1442, as part of your proposal submission.

d. All other terms and conditions of this solicitation remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 09-Nov-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB21R0004

X 9B. DATED (SEE ITEM 11)

28-Sep-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

09-Nov-2020

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911KB21R0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

DIV 01

List of Revised Documents

- Specs, 06 November 2020, attached

- Drawings, 06 November 2020, attached

Proposal due date remains 1400 AKST, 13 November 2020

All other terms and conditions remain the same.

(End of Summary of Changes)

FTG233 FGACC LIST OF REVISED DOCUMENTS 06 November 2020

AMENDMENT-08

FOR OFFICIAL USE ONLY 1

LIST OF SPECIFICATIONS:

05 30 00 STEEL DECKS

07 42 13 METAL WALL PANELS

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS SYSTEMS

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)

LIST OF DRAWINGS:

S-201

S-203

S-207

S-304

S-504

S-525

S-530

S-751

S-752

A-520

A-521

A-522

A-601

A-603

M-102

M-111

M-602

M-612

OTHER DOCUMENTS:

None.

FOR OFFI CI AL USE ONLY

AM#08 FORT GREELY ALASKA COMMUNI CATI ONS CENTER ( FGACC) FTG233

SECTI ON 05 30 00

STEEL DECKS

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 ( 2018) St r uct ur al Wel di ng Code - Sheet Steel

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, 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 denabl e

ASTM A123/ A123M ( 2017) 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

SECTI ON 05 30 00 Page 1

6 NOVEMBER 2020 FOR OFFI CI AL USE ONLY 043088

ASTM E84 ( 2018a) 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 DS 1- 28R ( 1998) Dat a Sheet : Roof Syst ems

SOCI ETY FOR PROTECTI VE COATI NGS ( SSPC)

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)

STEEL DECK I NSTI TUTE ( SDI )

ANSI / SDI QA/ QC ( 2017) 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 DDM04 ( 2015; Er r at a 1- 3 2016; Add 1 2015; Add 2 20162006) Di aphr agm Desi gn Manual ; 4t h Edition

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

SDI MOC3 ( 2016) Manual of Const r uct i on wi t h St eel Deck ( 3r d Edi t i on)

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 301- 01 ( 2013; wi t h Change 4, 2018) 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 Nov 2018) UL St andar d f or Saf et y Test s f or Upl i f t Resi st ance of Roof Assemblies

COUNCI L ON ENVI RONMENTAL QUALI TY ( CEQ) ( WHI TE HOUSE)

HPSB Gui di ng Pr i nci pl es ( 2016) Gui di ng Pr i nci pl es f or Sust ai nabl e Feder al Bui l di ngs and Det er mi ni ng Compl i ance wi t h t he Gui di ng Pr i nci pl es f or Sust ai nabl e Feder al Bui l di ngs

1. 2 SUSTAI NABLE STRATEGI ES COMPLI ANCE

Thi s pr oj ect has been desi gned t o be compl i ant wi t h t he Hi gh Per f or mance and Sust ai nabl e Bui l di ng or HPSB Gui di ng Pr i nci pl es. I n addi t i on t o t he sust ai nabl e desi gn r equi r ement s st at ed her ei n, r ef er t o addi t i onal r equi r ement s f ound i n Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG.

SECTI ON 05 30 00 Page 2

1. 3 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 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 eNot 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/ Sust ai nabl e Desi gn Requi r ement s

Accessories

Deck Uni t s

Gal vani z i ng Repai r Pai nt

AM#08...

Mechani cal Fast ener s; G

...AM#08

Touch- Up Pai nt

Wel di ng Equi pment

Wel di ng Rods and Accessor i es

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

Recycl ed Cont ent ; G, S

Sust ai nabl e st r at egi es document at i on r el at i ve t o r ecycl ed cont ent mat er i al s cr edi t i n accor dance wi t h HPSB Gui di ng Pr i nci pl es.

I ncl ude i n Sust ai nabi l i t y eNot ebook.

SD- 05 Desi gn Dat a

Deck Uni t s; G

SD- 07 Cer t i f i cat es

Powder - Act uat ed Tool Oper at or

Wel der Qual i f i cat i ons

Wel di ng Pr ocedur es

Wi nd St or m Resi st ance

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

SECTI ON 05 30 00 Page 3

1. 4 QUALI TY ASSURANCE

1. 4. 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 es at t est i ng t hat t he decki ng mat er i al meet s t he speci f i ed requirements.

1. 4. 2 Cer t i f i cat i on of Powder - Act uat ed Tool Oper at or

Pr ovi de 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. 4. 3 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 , 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. 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. 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. 4. 4 Regul at or y Requi r ement s

1. 4. 4. 1 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 upl i f t pr essur e speci f i ed on dr awi ngs 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. 4. 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, 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. 5 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

SECTI ON 05 30 00 Page 4 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. 6 DESI GN REQUI REMENTS FOR ROOF DECKS

1. 6. 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. 6. 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.

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 .

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 galvanized.

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 span t hr ee or mor e spaci ngs wher e possi bl e.

2. 1. 3 Touch- Up Pai nt

Pr ovi de a hi gh zi 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.

Pr ovi de t ouch- up pai nt f or z i nc- coat ed uni t s of an appr oved gal vani z i ng r epai r pai nt wi t h a hi gh- zi nc dust cont ent . Touch- up wel ds wi t h pai nt conf or mi ng t o SSPC Pai nt 20 i n accor dance wi t h ASTM A780/ A780M. Mai nt ai n f i ni sh of deck uni t s and accessor i es by usi ng t ouch- up pai nt whenever necessar y t o pr event t he f or mat i on of r ust .

2. 2 ACCESSORIES

Pr ovi de accessor i es of same mat er i al as deck, unl ess speci f i ed ot her wi se.

Pr ovi de manuf act ur er ' s st andar d t ype accessor i es, as speci f i ed.

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

Pr ovi de adj ust i ng pl at es, or segment s of deck uni t s, of same t hi ckness and conf i gur at i on as deck uni t s i n l ocat i ons t oo nar r ow t o accommodat e f ul l

SECTI ON 05 30 00 Page 5 si ze uni t s. Pr ovi de f act or y cut pl at es of pr edet er mi ned si ze wher e possible.

2. 2. 2 End Cl osur es

Fabr i cat ed of sheet met al by t he deck manuf act ur er . Pr ovi de end cl osur es mi ni mum 0. 0295 i nch t hi ck t o c l ose open ends at exposed edges of f l oor s, end wal l s, eaves, and openi ngs t hr ough deck.

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

Pr ovi de cl osur es f or c l osi ng voi ds above i nt er i or wal l s and par t i t i ons t hat ar e per pendi cul ar t o t he di r ect i on of t he conf i gur at i ons.

2. 2. 4 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 st eel r oof decki ng.

Conf or mi ng t o ASTM D1056, Gr ade 2A1, wi t h t he f ol l owi ng addi t i onal properties:

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 wi t h 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 h ASTM D1149.

Pr ovi de a el ast omer i c t ype adhesi ve as r ecommended by t he manuf act ur er of t he f l exi bl e c l osur e st r i ps.

2. 2. 5 Sheet Met al Col l ar

Wher e deck i s cut f or passage of pi pes, duct s, col umns, et c. , and deck i s t o r emai n exposed, pr ovi de a neat l y cut sheet met al col l ar t o cover edges of deck. Do not cut deck unt i l af t er i nst al l at i on of suppl ement al supports.

2. 2. 6 Cover Pl at es

Sheet met al t o c l ose panel edge and end condi t i ons, and wher e panel s change di r ect i on or but t . Pol yet hyl ene- coat ed, sel f - adhesi ve, 2 i nch wi de j oi nt t ape may be pr ovi ded i n l i eu of cover pl at es on f l at - sur f aced decki ng but t j oi nt s.

Fabr i cat e cover pl at es f or abut t i ng f l oor deck uni t s f r om t he speci f i ed st r uct ur al - qual i t y st eel sheet s not l ess t han nomi nal 18 gaget hi ck bef or e gal vani z i ng. Pr ovi de 6 i nch wi de cover pl at es and f or m t o mat ch t he cont our of t he f l oor deck uni t s.

2. 2. 7 Col umn Cl osur es

Sheet met al , mi ni mum 0. 0358 i nch t hi ck or met al r i b l at h.

SECTI ON 05 30 00 Page 6

2. 2. 8 Access Hol e Cover s

Sheet met al , mi ni mum 0. 0474 i nch t hi ck.

2. 2. 9 Ri dge and Val l ey Pl at es f or Roof Decks

Fabr i cat e pl at es f r om t he speci f i ed st r uct ur al - qual i t y st eel sheet s, not l ess t han nomi nal 0. 0358 i nch t hi ck bef or e gal vani z i ng. Pr ovi de pl at es of mi ni mum 4- 1/ 2 i nch wi de and bent t o pr ovi de t i ght f i t t i ng c l osur es at r i dges and val l eys. Pr ovi de a mi ni mum l engt h of r i dge and val l ey pl at es of 10 f eet .

2. 2. 10 Met al Cl osur e St r i ps f or Roof Decks

Fabr i cat e st r i ps f r om t he speci f i ed commer ci al - qual i t y st eel sheet s not l ess t han nomi nal 0. 0358 i nch t hi ck bef or e gal vani z i ng. Pr ovi de st r i ps f r om 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 st eel r oof decki ng.

2. 2. 11 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, and hot - di p gal vani zed i n accor dance wi t h ASTM A123/ A123M.

AM#08...

2. 2. 12 Mechani cal Fast ener s

Pr ovi de mechani cal f ast ener s, such as powder act uat ed f ast ener s, pneumat i cal l y dr i ven f ast ener s or sel f - dr i l l i ng scr ews, f or anchor i ng t he deck t o st r uct ur al suppor t s and adj oi ni ng uni t s t hat ar e desi gned t o meet t he l oads wher e i ndi cat ed. Wher e l oads ar e not i ndi cat ed, pr ovi de mechani cal f ast ener s t hat meet or exceed wel d at t achment speci f i ed.

...AM#08

2. 2. 13 Mi scel l aneous Accessor i es

Fur ni sh t he manuf act ur er ' s st andar d accessor i es t o compl et e t he deck i nst al l at i on. Fur ni sh met al accessor i es of t he same mat er i al as t he deck and wi t h t he mi ni mum desi gn t hi ckness as f ol l ows: saddl es, 0. 0474 i nch wel di ng washer s, 0. 0598 i nch ot her met al accessor i es, 0. 0358 i nch unl ess ot her wi se i ndi cat ed.

PART 3 EXECUTI ON

3. 1 EXAMINATION

Pr i or t o i nst al l at i on of decki ng uni t s and accessor i es, exami ne wor ksi t e t o ver i f y t hat as- bui l t st r uct ur e wi l l per mi t i nst al l at i on of decki ng syst em wi t hout modi f i cat i on.

3. 2 INSTALLATION

I nst al l st eel deck uni t s i n accor dance wi t h 29 CFR 1926, Subpar t R – St eel Erection, ANSI / SDI QA/ QC, SDI DDM04 and appr oved shop dr awi ngs. Pl ace uni t s on st r uct ur al suppor t s, pr oper l y adj ust ed, l evel ed, and al i gned at r i ght angl es t o suppor t s bef or e per manent l y secur i ng i n pl ace. Damaged

SECTI ON 05 30 00 Page 7 deck and accessor i es i ncl udi ng mat er i al whi ch i s per manent l y st ai ned or cont ami nat ed, def or med, or wi t h bur ned hol es shal l not be i nst al l ed.

Ext end deck uni t s over t hr ee or mor e suppor t s unl ess absol ut el y i mpr act i cal . Repor t i naccur aci es i n al i gnment or l evel i ng t o t he Cont r act i ng Of f i cer and make necessar y cor r ect i ons bef or e per manent l y anchor i ng deck uni t s. Locat e deck ends over suppor t s onl y. Lap 2 i nch deck ends. Do not use unanchor ed deck uni t s as a wor k or st or age pl at f or m. Per manent l y anchor uni t s pl aced by t he end of each wor ki ng day. Do not suppor t suspended cei l i ngs, l i ght f i x t ur es, duct s, ut i l i t i es, or ot her l oads by st eel deck unl ess i ndi cat ed. Di st r i but e l oads by appr opr i at e means t o pr event damage.

3. 2. 1 Attachment

I mmedi at el y af t er pl acement and al i gnment , and af t er cor r ect i ng i naccur aci es, per manent l y f ast en st eel deck uni t s t o st r uct ur al suppor t s and t o adj acent deck uni t s by wel di ng wi t h nor mal 5/ 8 i nchdi amet er puddl e wel ds, as i ndi cat ed on t he desi gn dr awi ngs and i n accor dance wi t h manuf act ur er ' s r ecommended pr ocedur e. Cl amp or wei ght deck uni t s t o pr ovi de f i r m cont act bet ween deck uni t s and st r uct ur al suppor t s whi l e per f or mi ng wel di ng or f ast eni ng. At t achment of adj acent deck uni t s by but t on- punchi ng i s pr ohi bi t ed.

3. 2. 1. 1 Welding

Per f or m wel di ng i n accor dance wi t h AWS D1. 3/ D1. 3M usi ng met hods and el ect r odes r ecommended by t he manuf act ur er s of t he base met al al l oys bei ng used. Ensur e onl y oper at or s pr evi ousl y qual i f i ed by t est s pr escr i bed i n AWS D1. 3/ D1. 3M make wel ds. I mmedi at el y r ecer t i f y, or r epl ace qual i f i ed wel der s, t hat ar e pr oduci ng unsat i sf act or y wel di ng. Conf or m t o t he r ecommendat i ons of t he St eel Deck I nst i t ut e and t he st eel deck manuf act ur er f or l ocat i on, s i ze, and spaci ng of f ast eni ng. Do not use wel di ng washer s at t he connect i ons of t he deck t o suppor t s. Do not use wel di ng washer s at s i del aps. Hol es and si mi l ar def ect s wi l l not be accept abl e. At t ach al l par t i al or segment s of deck uni t s t o st r uct ur al suppor t s i n accor dance wi t h Sect i on 2. 5 of SDI DDM04. I mmedi at el y c l ean wel ds by chi ppi ng and wi r e br ushi ng. Heavi l y coat wel ds, cut edges and damaged por t i ons of coat ed f i ni sh wi t h z i nc- dust pai nt conf or mi ng t o

ASTM A780/ A780M.

AM#08...

3. 2. 1. 2 Mechani cal Fast eni ng

Anchor deck t o st r uct ur al suppor t s and adj oi ni ng uni t s wi t h mechani cal f ast ener s. Dr i ve t he powder - act uat ed f ast ener s wi t h a l ow- vel oci t y pi st on t ool by an oper at or aut hor i zed by t he manuf act ur er of t he powder - act uat ed t ool . Dr i ve pneumat i cal l y f ast ener s wi t h a l ow- vel oci t y f ast eni ng t ool and compl y wi t h t he manuf act ur er ' s r ecommendat i ons. Dr i ve scr ews t o pr oper l y c l amp desk t o suppor t i ng st eel .

...AM#08

3. 2. 1. 3 Si del ap Fast eni ng

Lock si del aps bet ween adj acent f l oor deck uni t s t oget her by wel di ng or scr ews as i ndi cat ed.

SECTI ON 05 30 00 Page 8

3. 2. 2 Openings

Cut or dr i l l al l hol es and openi ngs r equi r ed and be coor di nat ed wi t h t he dr awi ngs, speci f i cat i ons, and ot her t r ades. Fr ame and r ei nf or ce openi ngs t hr ough t he deck i n conf or mance wi t h SDI DDP. Rei nf or ce hol es and openi ngs 6 t o 12 i nch acr oss by 0. 0474 i nch t hi ck st eel sheet at l east 12 i nch wi der and l onger t han t he openi ng and be f ast ened t o t he st eel deck at each cor ner of t he sheet and at a maxi mum of 6 i nch on cent er . Rei nf or ce hol es and openi ngs l ar ger t han 12 i nch by st eel channel s or angl es i nst al l ed per pendi cul ar t o t he st eel j oi st s and suppor t ed by t he adj acent st eel j oi st s. I nst al l st eel channel s or angl es per pendi cul ar t o t he deck r i bs and f ast en t o t he channel s or angl es per pendi cul ar t o t he st eel joists.

3. 2. 3 Deck Damage

SDI MOC3, f or r epai r of deck damage.

3. 2. 4 Touch- Up Pai nt

3. 2. 4. 1 Roof Deck

Af t er r oof decki ng i nst al l at i on, wi r e br ush, c l ean, and t ouchup pai nt t he scar r ed ar eas on t op and bot t om sur f aces of met al r oof decki ng. The scar r ed ar eas i ncl ude wel ds, wel d scar s, br ui ses, and r ust spot s. Touchup gal vani zed sur f aces wi t h gal vani z i ng r epai r pai nt . Touchup pai nt ed sur f aces wi t h r epai r pai nt of pai nt ed sur f aces.

3. 2. 4. 2 Fl oor Deck

For f l oor decki ng i nst al l at i on, wi r e br ush, c l ean, and t ouchup pai nt t he scar r ed ar eas on t he t op and bot t om sur f aces of t he met al f l oor decki ng and on t he sur f ace of suppor t i ng st eel member s. I ncl ude wel ds, wel d scar s, br ui ses, and r ust spot s f or scar r ed ar eas. Touched up t he gal vani zed sur f aces wi t h gal vani z i ng r epai r pai nt . Touch up t he pai nt ed sur f aces wi t h pai nt f or t he r epai r of pai nt ed sur f aces.

3. 2. 5 Accessor y I nst al l at i on

3. 2. 5. 1 Adj ust i ng Pl at es

Pr ovi de i n l ocat i ons t oo nar r ow t o accommodat e f ul l - s i ze deck uni t s and i nst al l as shown on shop dr awi ngs.

3. 2. 5. 2 End Cl osur es

Pr ovi de end cl osur e t o c l ose open ends of cel l s at col umns, wal l s, and openi ngs i n deck.

3. 2. 5. 3 Cl osur es Above Par t i t i ons

Pr ovi de f or c l osi ng voi ds bet ween cel l s over par t i t i ons t hat ar e per pendi cul ar t o di r ect i on of cel l s. Pr ovi de a one- pi ece cl osur e st r i p f or par t i t i ons 4 i nch nomi nal or l ess i n t hi ckness and t wo- pi ece cl osur e st r i ps f or wi der par t i t i ons.

3. 2. 5. 4 Col umn Cl osur es

Pr ovi de f or spaces bet ween f l oor decki ng and col umns whi ch penet r at e t he

SECTI ON 05 30 00 Page 9 deck. Fi el d cut c l osur e pl at e t o f i t col umn i n t he f i el d and t ack wel d t o decki ng and col umns.

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

Pr ovi de access whol e cover s t o seal hol es cut i n decki ng t o f aci l i t at e wel di ng of t he deck t o st r uct ur al suppor t s.

3. 3 RI DGE AND VALLEY PLATES FOR ROOF DECKS

Pr ovi de pl at es t o be f usi on wel ded t o t op sur f ace of r oof decki ng. Lap end j oi nt s a mi ni mum 3 i nch. For val l ey pl at es, pr ovi de endl aps t o be i n t he di r ect i on of wat er f l ow.

3. 4 CLOSURE STRI PS FOR ROOF DECKS

Pr ovi de cl osur e st r i ps at open, uncover ed ends and edges of t he r oof decki ng and i n voi ds bet ween r oof decki ng and t op of wal l s and par t i t i ons wher e i ndi cat ed. I nst al l c l osur e st r i ps i n posi t i on i n a manner t o pr ovi de a weat her t i ght i nst al l at i on.

3. 5 ROOF I NSULATI ON SUPPORT FOR ROOF DECKS

Pr ovi de met al c l osur e st r i ps f or suppor t of r oof i nsul at i on wher e r i b openi ngs i n t op sur f ace of met al r oof decki ng occur adj acent t o edges and openi ngs. Wel d met al c l osur e st r i ps i n posi t i on.

3. 6 CLEANI NG AND PROTECTI ON FOR ROOF DECKS

Upon compl et i on of t he deck, sweep sur f aces cl ean and pr epar e f or i nst al l at i on of t he r oof i ng.

3. 7 FI ELD QUALI TY CONTROL

3. 7. 1 Deck Wel d I nspect i on

Vi sual i nspect wel ds i n accor dance wi t h AWS D1. 3/ D1. 3M.

3. 7. 2 Decks Not Recei v i ng Concr et e

I nspect t he decki ng t op sur f ace f or di st or t i on af t er i nst al l at i on. For r oof decks not r ecei v i ng concr et e, ver i f y di st or t i on by pl aci ng a st r ai ght edge acr oss t hr ee adj acent t op f l anges. The maxi mum al l owabl e gap bet ween t he st r ai ght edge and t he t op f l anges shoul d not exceed manuf act ur i ng and const r uct i on t ol er ances of suppor t i ng member s. When gap i s mor e t han t he al l owabl e, pr ovi de cor r ect i ve measur es or r epl acement . Rei nspect decki ng af t er per f or mi ng cor r ect i ve measur es or r epl acement .

- - End of Sect i on - -

SECTI ON 05 30 00 Page 10

SECTI ON 07 42 13

METAL WALL PANELS

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 ARCHI TECTURAL MANUFACTURERS ASSOCI ATI ON ( AAMA)

AAMA 501. 1 ( 2017) St andar d Test Met hod f or Wat er Penet r at i on of Wi ndows, Cur t ai n Wal l s and Door s Usi ng Dynami c Pr essur e

AAMA 800 ( 2016) Vol unt ar y Speci f i cat i ons and Test Met hods f or Seal ant s

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

AI SC 341 ( 2016) Sei smi c Pr ovi s i ons f or St r uct ur al St eel Bui l di ngs

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

AI SI S100 ( 2012) Nor t h Amer i can Speci f i cat i on f or t he Desi gn of Col d- For med St eel St r uct ur al Members

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

AMERI CAN SOCI ETY OF CI VI L ENGI NEERS ( ASCE)

ASCE 7 ( 2017) Mi ni mum Desi gn Loads f or Bui l di ngs and Ot her St r uct ur es

AMERI CAN WELDI NG SOCI ETY ( AWS)

AWS A5. 1/ A5. 1M ( 2012) Speci f i cat i on f or Car bon St eel El ect r odes f or Shi el ded Met al Ar c Wel di ng

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. 2/ D1. 2M ( 2014) St r uct ur al Wel di ng Code - Al umi num

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

ASTM A123/ A123M ( 2017) 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

SECTI ON 07 42 13 Page 1

St eel Pr oduct s

ASTM A606/ A606M ( 2008) St andar d Speci f i cat i on f or St eel Sheet and St r i p, Hi gh- St r engt h, Low- Al l oy, Hot - Rol l ed and Col d- Rol l ed, wi t h I mpr oved At mospher i c Cor r osi on Resi st ance

ASTM A653/ A653M ( 2018) 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 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, 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 denabl e

ASTM B117 ( 2016) St andar d Pr act i ce f or Oper at i ng Sal t Spr ay ( Fog) Appar at us

ASTM C1363 ( 2011) St andar d Test Met hod f or Ther mal Per f or mance of Bui l di ng Mat er i al s and Envel ope Assembl i es by Means of a Hot Box Apparatus

ASTM C518 ( 2015) St eady- St at e Ther mal Tr ansmi ssi on Pr oper t i es by Means of t he Heat Fl ow Met er Apparatus

ASTM C920 ( 2018) St andar d Speci f i cat i on f or El ast omer i c Joi nt Seal ant s

ASTM D522/ D522M ( 2014) Mandr el Bend Test of At t ached Or gani c Coat i ngs

ASTM D523 ( 2014; R 2018) St andar d Test Met hod f or Specul ar Gl oss

ASTM D610 ( 2008; R 2019) St andar d Pr act i ce f or Eval uat i ng Degr ee of Rust i ng on Pai nt ed St eel Sur f aces

ASTM D714 ( 2002; R 2017) St andar d Test Met hod f or Eval uat i ng Degr ee of Bl i st er i ng of Pai nt s

ASTM D822 ( 2013) Fi l t er ed Open- Fl ame Car bon- Ar c Exposur es of Pai nt and Rel at ed Coat i ngs

ASTM D968 ( 2017) St andar d Test Met hods f or Abr asi on Resi st ance of Or gani c Coat i ngs by Fal l i ng Abrasive

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 D1308 ( 2013) Ef f ect of Househol d Chemi cal s on Cl ear and Pi gment ed Or gani c Fi ni shes

SECTI ON 07 42 13 Page 2

ASTM D1654 ( 2008; R 2016; E 2017) St andar d Test Met hod f or Eval uat i on of Pai nt ed or Coat ed Speci mens Subj ect ed t o Cor r osi ve Environments

ASTM D1667 ( 2017) St andar d Speci f i cat i on f or Fl exi bl e Cel l ul ar Mat er i al s - Pol y ( Vi nyl Chl or i de) Foam ( Cl osed- Cel l )

ASTM D2244 ( 2016) St andar d Pr act i ce f or Cal cul at i on of Col or Tol er ances and Col or Di f f er ences f r om I nst r ument al l y Measur ed Col or Coordinates

ASTM D2247 ( 2015) Test i ng Wat er Resi st ance of Coat i ngs i n 100% Rel at i ve Humi di t y

ASTM D2794 ( 1993; R 2019) St andar d Test Met hod f or Resi st ance of Or gani c Coat i ngs t o t he Ef f ect s of Rapi d Def or mat i on ( I mpact )

ASTM D3359 ( 2017) St andar d Test Met hods f or Rat i ng Adhesi on by Tape Test

ASTM D3363 ( 2005; E 2011; R 2011; E 2012) Fi l m Har dness by Penci l Test

ASTM D4214 ( 2007; R 2015) St andar d Test Met hod f or Eval uat i ng t he Degr ee of Chal k i ng of Ext er i or Pai nt Fi l ms

ASTM D4587 ( 2011) St andar d Pr act i ce f or Fl uor escent UV- Condensat i on Exposur es of Pai nt and Rel at ed Coat i ngs

ASTM D5894 ( 2016) St andar d Pr act i ce f or Cycl i c Sal t Fog/ UV Exposur e of Pai nt ed Met al , ( Al t er nat i ng Exposur es i n a Fog/ Dr y Cabi net and a UV/ Condensat i on Cabi net )

ASTM E72 ( 2015) Conduct i ng St r engt h Test s of Panel s f or Bui l di ng Const r uct i on

ASTM E84 ( 2018a) 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

ASTM E283 ( 2004; R 2012) Det er mi ni ng t he Rat e of Ai r Leakage Thr ough Ext er i or Wi ndows, Cur t ai n Wal l s, and Door s Under Speci f i ed Pr essur e Di f f er ences Acr oss t he Speci men

ASTM E331 ( 2000; R 2016) St andar d Test Met hod f or Wat er Penet r at i on of Ext er i or Wi ndows, Skyl i ght s, Door s, and Cur t ai n Wal l s by Uni f or m St at i c Ai r Pr essur e Di f f er ence

ASTM E1592 ( 2005; R 2012) St r uct ur al Per f or mance of

SECTI ON 07 42 13 Page 3

Sheet Met al Roof and Si di ng Syst ems by Uni f or m St at i c Ai r Pr essur e Di f f er ence

ASTM G152 ( 2013) Oper at i ng Open Fl ame Car bon Ar c Li ght Appar at us f or Exposur e of Nonmet al l i c Mat er i al s

ASTM G153 ( 2013) Oper at i ng Encl osed Car bon Ar c Li ght Appar at us f or Exposur e of Nonmet al l i c Materials

METAL BUI LDI NG MANUFACTURERS ASSOCI ATI ON ( MBMA)

MBMA MBSM ( 2012) Met al Bui l di ng Syst ems Manual

NATI ONAL ASSOCI ATI ON OF ARCHI TECTURAL METAL MANUFACTURERS ( NAAMM)

NAAMM AMP 500 ( 2006) Met al Fi ni shes Manual

SHEET METAL AND AI R CONDI TI ONI NG CONTRACTORS' NATI ONAL ASSOCI ATI ON

(SMACNA)

SMACNA 1793 ( 2012) Ar chi t ect ur al Sheet Met al Manual , 7t h Edi t i on

UNDERWRI TERS LABORATORI ES ( UL)

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 SUSTAI NABLE STRATEGI ES COMPLI ANCE

Thi s pr oj ect has been desi gned t o be compl i ant wi t h t he Hi gh Per f or mance and Sust ai nabl e Bui l di ng or HPSB Gui di ng Pr i nci pl es. I n addi t i on t o t he sust ai nabl e desi gn r equi r ement s st at ed her ei n, r ef er t o addi t i onal r equi r ement s f ound i n Di v i s i on 01- Sect i on 01 33 29.

1. 3 DEFINITIONS

Met al Wal l Panel : Met al wal l panel s, at t achment syst em component s and accessor i es necessar y f or a compl et e weat her - t i ght wal l syst em.

1. 4 DESCRI PTI ON OF WALL PANEL SYSTEM

Fact or y- f oamed hor i zont al and ver t i cal wal l panel syst em consi st i ng of ext er i or met al sheet wi t h i nt er i or met al l i ner panel , bonded t o f act or y f oamed- i n- pl ace cor e i n t her mal l y- separ at ed pr of i l e, wi t h f act or y seal ed t ongue- and- gr oove and r ai nscr een- desi gn pr essur e- equal i zed- chamber hor i zont al j oi nt , and at t ached t o suppor t s usi ng conceal ed f ast ener s.

Basi s of desi gn: Cent r i a FWDS 3" - T, 24" modul e.

1. 4. 1 Met al Wal l Panel Gener al Per f or mance

Compl y wi t h per f or mance r equi r ement s, conf or mi ng t o AI SI S100, wi t hout f ai l ur e due t o def ect i ve manuf act ur e, f abr i cat i on, i nst al l at i on, or ot her def ect s i n const r uct i on. Wal l panel s and accessor y component s must conf or m t o t he f ol l owi ng st andar ds:

ASTM A1008/ A1008M

SECTI ON 07 42 13 Page 4

ASTM A123/ A123M

ASTM A36/ A36M

ASTM A653/ A653M

ASTM A606/ A606M

ASTM D522/ D522M f or appl i ed coat i ngs UL Bl d Mat Di r

1. 4. 2 St r uct ur al Per f or mance

Maxi mum cal cul at ed f i ber st r ess must not exceed t he al l owabl e val ue i n t he AI SI or AA manual s; a one t hi r d over st r ess f or wi nd i s al l owed. Mi dspan def l ect i on under maxi mum desi gn l oads i s l i mi t ed t o L/ 180. Cont r act dr awi ngs show t he desi gn wi nd l oads and t he ext ent and gener al assembl y det ai l s of t he met al s i di ng. Cont r act or must pr ovi de desi gn f or member s and connect i ons not shown on t he dr awi ngs. Si di ng panel s and accessor i es must be t he pr oduct s of t he same manuf act ur er .

Pr ovi de met al wal l panel assembl i es compl yi ng wi t h t he l oad and st r ess r equi r ement s i n accor dance wi t h ASTM E1592. Wi nd Load f or ce due t o wi nd act i on gover ns t he desi gn f or panel s.

Wal l syst ems and at t achment s ar e t o r esi st t he wi nd l oads as det er mi ned by ASTM E72 and ASCE 7 i n t he geogr aphi c ar ea wher e t he const r uct i on wi l l t ake pl ace, i n pounds per squar e f oot . Submi t f i ve copi es of wi nd l oad t est s and sei smi c t est s t o t he Cont r act i ng Of f i cer .

Pr ovi de met al wal l panel assembl y f or sei smi c condi t i ons compl yi ng wi t h t he appl i cabl e r equi r ement s of AI SC 341.

1. 4. 3 Ai r I nf i l t r at i on

Ai r l eakage must conf or m t o t he l i mi t s t hr ough t he wal l assembl y ar ea when t est ed accor di ng t o ASTM E283.

1. 4. 4 Wat er Penet r at i on Under St at i c Pr essur e

No wat er penet r at i on when t est ed accor di ng t o ASTM E331.

1. 4. 5 Wat er Penet r at i on Under Dynami c Pr essur e

No evi dence of wat er l eakage when t est ed accor di ng t o AAMA 501. 1.

1. 4. 6 Ther mal Per f or mance

Ther mal - r esi st ance ( R) val ue 20, based on ASTM C1363 and mai nt ai ned ASTM C518 t est i ng and f i ni t e el ement model i ng. R val ue shal l be maxi mum of 5 per i nch when cal cul at ed.

1. 5 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 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 eNot 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

SECTI ON 07 42 13 Page 5

Submi t Document at i on f or t he f ol l owi ng i t ems:

Qual i f i cat i on of Manuf act ur er Qual i f i cat i on of I nst al l at i on Cont r act or Qual i f i cat i on of Wel der s; G Sampl e War r ant y

SD- 02 Shop Dr awi ngs

I nst al l at i on Dr awi ngs ; G

SD- 03 Pr oduct Dat a

Recycl ed Cont ent ;

Submi t Manuf act ur er ' s dat a i ndi cat i ng per cent age of r ecycl e mat er i al i n wal l panel s t o ver i f y sust ai nabl e acqui s i t i on compliance.

Submi t Manuf act ur er ' s cat al og dat a f or t he f ol l owi ng i t ems:

Wal l Panel s; G Fact or y Col or Fi ni sh; G Cl osur e Mat er i al s Pr essur e Sensi t i ve Tape Seal ant s and Caul ki ng Gal vani z i ng Repai r Pai nt ; G Enamel Repai r Pai nt ; G Accessories

SD- 04 Sampl es

Submi t as r equi r ed each of t he f ol l owi ng sampl es:

Col or char t and chi ps ; G

Submi t manuf act ur er ' s col or char t s and chi ps, appr oxi mat el y 4 by 4 i nches, showi ng f ul l r ange of col or s, t ext ur es and pat t er ns avai l abl e f or wal l panel s wi t h f act or y appl i ed f i ni shes.

SD- 05 Desi gn Dat a

Wi nd l oad desi gn anal ysi s ; G

As appl i cabl e, submi t t he f ol l owi ng wi nd l oad desi gn anal ysi s dat a, t o i ncl ude, but not l i mi t ed t o:

wi nd speed exposur e cat egor y, co- ef f i c i ent , i mpor t ance f act or t ype of f aci l i t y negat i ve pr essur es f or each zone met hods and r equi r ement s of at t achment

SD- 06 Test Repor t s

Submi t t est r epor t s f or t he f ol l owi ng i n accor dance wi t h t he r ef er enced ar t i c l es i n t hi s sect i on.

SECTI ON 07 42 13 Page 6

Leakage Test s Wi nd Load Test s Coat i ng Test s Chal ki ng Test s Sei smi c Test s

SD- 07 Cer t i f i cat es

Submi t cer t i f i cat es f or t he f ol l owi ng i t ems showi ng conf or mance wi t h r ef er enced st andar ds cont ai ned i n t hi s sect i on:

Coi l St ock Fasteners Gal vani z i ng Repai r Pai nt Enamel Repai r Pai nt

SD- 08 Manuf act ur er ' s I nst r uct i ons

I ncl ude det ai l ed appl i cat i on i nst r uct i ons and st andar d manuf act ur er dr awi ngs al t er ed as r equi r ed by t hese speci f i cat i ons.

I nst al l at i on of Wal l panel s

SD- 09 Manuf act ur er ' s Fi el d Repor t s

Submi t 5 bound copi es of t he Manuf act ur er ' s Fi el d Repor t s; G

SD- 11 Cl oseout Submi t t al s

War r ant y; G Mai nt enance I nst r uct i ons; G

20 year " No Dol l ar Li mi t " war r ant y f or l abor and mat er i al

1. 6 QUALI TY ASSURANCE

1. 6. 1 Pr e- I nst al l at i on Conf er ence

Upon not i f i cat i on of submi t t al r ecei pt and appr oval by t he Cont r act i ng Of f i cer ; and pr i or t o t he commencement of t he wor k, t he Cont r act or must at t end a pr e- i nst al l at i on conf er ence t o r evi ew t he f ol l owi ng:

a. Dr awi ngs and Speci f i cat i ons.

b. Qual i f i cat i on of I nst al l er .

c. Sust ai nabl e acqui s i t i on

d. Appr oved War r ant y

e. Sampl e wal l panel s, 12 i nches l ong by act ual panel wi dt h f . Sampl e met al c l osur e st r i ps, 10 i nches l ong of each t ype

g. Col or char t s and chi ps

h. Coat i ngs and base met al t est s, chal k i ng t est s i . Const r uct i on schedul e, avai l abi l i t y of mat er i al s, I nst al l er ' s

SECTI ON 07 42 13 Page 7 per sonnel , equi pment and f aci l i t i es r equi r ed t o pr ogr ess wi t h t he wor k wi t hout del ay.

j . Met hods and pr ocedur es r el at ed t o i nst al l at i on of wal l panel s, i ncl udi ng manuf act ur er ' s wr i t t en i nst r uct i ons. Expl i c i t l y i dent i f y i n wr i t i ng, di f f er ences bet ween manuf act ur er ' s i nst r uct i ons and t he speci f i ed r equi r ement s.

k. Suppor t condi t i ons f or compl i ance wi t h r equi r ement s, i ncl udi ng al i gnment bet ween and at t achment t o st r uct ur al member s.

l . Fl ashi ng, speci al s i di ng det ai l s, wal l penet r at i ons, openi ngs, and condi t i on of ot her const r uct i on t hat wi l l af f ect met al wal l panel s.

m. Gover ni ng r egul at i ons and r equi r ement s f or i nsur ance, cer t i f i cat es, and t est s and i nspect i ons i f appl i cabl e.

n. Tempor ar y pr ot ect i on r equi r ement s f or met al wal l panel assembl y dur i ng and af t er i nst al l at i on.

o. Wal l panel obser vat i on and r epai r pr ocedur es af t er met al wal l panel i nst al l at i on. Pr ovi de det ai l ed wr i t t en i nst r uct i ons i ncl udi ng copi es of Saf et y Dat a Sheet s f or mai nt enance and r epai r mat er i al s, and manuf act ur er ' s mai nt enance i nst r uct i ons.

1. 6. 1. 1 I nst al l at i on Dr awi ngs

I nst al l at i on shop dr awi ngs f or wal l panel s, f l ashi ng, accessor i es, and anchor age syst ems must i ndi cat e compl et el y di mensi oned st r uct ur al f r ame and er ect i on l ayout s, openi ngs i n t he wal l , speci al f r ami ng det ai l s, and const r uct i on det ai l s at cor ner s, bui l di ng i nt er sect i ons and f l ashi ng, l ocat i on and t ype of mast i c and met al f i l l er st r i ps.

1. 6. 1. 2 Wi nd Load Desi gn Anal ysi s

Wi nd desi gn anal ysi s must i ncl ude wal l pl an del i neat i ng di mensi ons and at t achment pat t er ns f or each zone. Wi nd desi gn anal ysi s must be pr epar ed and seal ed by Li censed Pr oj ect Engi neer i n t he geogr aphi c ar ea wher e t he const r uct i on wi l l t ake pl ace.

1. 6. 2 Manuf act ur er ' s Techni cal Repr esent at i ve

The r epr esent at i ve must have aut hor i zat i on f r om manuf act ur er t o appr ove f i el d changes and be t hor oughl y f ami l i ar wi t h t he pr oduct s and i nst al l at i ons i n t he geogr aphi cal ar ea wher e const r uct i on wi l l t ake pl ace.

1. 6. 3 Qual i f i cat i on of Manuf act ur er

Cer t i f y t hat met al wal l panel syst em manuf act ur er has a mi ni mum of f i ve ( 5) year s exper i ence i n manuf act ur i ng met al wal l syst em and accessor y products.

Manuf act ur er must al so pr ovi de engi neer i ng ser vi ces by an aut hor i zed engi neer ; cur r ent l y l i censed i n t he geogr aphi cal ar ea wher e const r uct i on wi l l t ake pl ace, havi ng a mi ni mum of f our ( 4) year s exper i ence as an engi neer knowl edgeabl e i n wi nd l oad desi gn anal ysi s, pr ot ocol s and pr ocedur es per MBMA MBSM, " Met al Bui l di ng Syst ems Manual " ; ASCE 7, and ASTM E1592 and sei smi c desi gn conf or mi ng t o AI SC 341.

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Pr ovi de cer t i f i ed engi neer i ng cal cul at i ons, usi ng t he pr oduct s submi t t ed, f or Wi nd l oad r equi r ement s i n accor dance wi t h ASCE 7.

1. 6. 3. 1 Manuf act ur er ' s Cer t i f i cat es

Al so pr ovi de t he f ol l owi ng cer t i f i cat i ons f r om t he manuf act ur er :

Coi l St ock Fasteners Gal vani z i ng Repai r Pai nt Enamel Repai r Pai nt

Submi t cer t i f i cat i on f r om coi l st ock manuf act ur er or suppl i er t hat t he machi ner y used wi l l f or m t he pr ovi ded coi l st ock wi t hout war pi ng, wavi ness, or r i ppl i ng t hat i s not a par t of t he panel pr of i l e, and wi t hout damage, abr asi on or mar r i ng of t he f i ni sh coat i ng.

Pr ovi de evi dence t hat pr oduct s used wi t hi n t hi s speci f i cat i on ar e manuf act ur ed i n t he Uni t ed St at es.

1. 6. 4 Cer t i f i ed Qual i f i cat i on of I nst al l at i on Cont r act or

The i nst al l at i on cont r act or must be appr oved and cer t i f i ed by t he met al wal l panel manuf act ur er pr i or t o begi nni ng t he i nst al l at i on of t he met al wal l panel syst em. Subcont r act i ng by Cer t i f i ed Cont r act or f or t he met al wal l panel wor k i s not per mi t t ed.

1. 6. 4. 1 Qual i f i cat i ons f or Wel di ng Wor k

Qual i f i cat i on of wel der s and wel di ng must conf or m t o AWS A5. 1/ A5. 1M, AWS D1. 1/ D1. 1Mf or st eel or AWS D1. 2/ D1. 2M f or al umi num.

1. 6. 5 Si ngl e Sour ce

Obt ai n each t ype of met al wal l panel s, c l i ps, c l osur e mat er i al s and ot her accessor i es f r om t he st andar d pr oduct s of t he s i ngl e sour ce f r om a si ngl e manuf act ur er t o oper at e as a compl et e syst em f or t he i nt ended use.

1. 6. 6 Manuf act ur er ' s Mai nt enance I nst r uct i ons

Pr ovi de manuf act ur er ' s det ai l ed wr i t t en i nst r uct i ons i ncl udi ng copi es of Saf et y Dat a Sheet s f or mai nt enance and r epai r mat er i al s.

1. 7 DELI VERY, HANDLI NG, AND STORAGE

Del i ver and pr ot ect package component s, sheet s, met al wal l panel s, and ot her manuf act ur ed i t ems t o pr event damage or def or mat i on dur i ng t r anspor t at i on and handl i ng.

Unl oad, st or e, and er ect met al wal l panel s i n a manner t o pr event bendi ng, war pi ng, t wi st i ng, and sur f ace damage.

St ack and st or e met al wal l panel s hor i zont al l y on pl at f or ms or pal l et s, cover ed wi t h sui t abl e weat her - t i ght and vent i l at ed cover i ng t o ensur e dr yness, wi t h posi t i ve s l ope f or dr ai nage of wat er . Do not st or e met al wal l panel s i n cont act wi t h ot her mat er i al s t hat mi ght cause st ai ni ng, dent i ng, or ot her sur f ace damage.

Ret ai n st r i ppabl e pr ot ect i ve cover i ng on met al wal l panel unt i l act ual

SECTI ON 07 42 13 Page 9 installation.

1. 8 PROJECT CONDI TI ONS

1. 8. 1 Fi el d Measur ement s

Ver i f y l ocat i ons of wal l f r ami ng and openi ng di mensi ons by f i el d measur ement s bef or e met al wal l panel f abr i cat i on and i ndi cat e measur ement s on Shop Dr awi ngs.

1. 8. 2 Weat her Li mi t at i ons

Pr oceed wi t h i nst al l at i on pr epar at i on onl y when exi st i ng and f or ecast ed weat her condi t i ons per mi t Wor k t o pr oceed wi t hout wat er ent er i ng i nt o wal l syst em or bui l di ng.

1. 9 WARRANTY

War r ant y must conf or m t o t he Sampl e War r ant y as r evi ewed and appr oved by t he Cont r act i ng Of f i cer .

1. 9. 1 20 Year " No Dol l ar Li mi t " War r ant y f or Labor and Mat er i al

Fur ni sh manuf act ur er ' s no- dol l ar - l i mi t war r ant y f or t he met al wal l panel syst em. The war r ant y per i od i s t o be no l ess t han t went y ( 20) year s f r om t he dat e of Gover nment accept ance of t he wor k. The war r ant y i s t o be i ssued di r ect l y t o t he Gover nment . The war r ant y i s t o pr ovi de t hat i f wi t hi n t he war r ant y per i od t he met al wal l panel syst em shows evi dence of cor r osi on, per f or at i on, r upt ur e or excess weat her i ng due t o det er i or at i on of t he wal l panel syst em r esul t i ng f r om def ect i ve mat er i al s and cor r ect i on of t he def ect i ve wor kmanshi p i s t o be t he r esponsi bi l i t y of t he met al wal l panel syst em manuf act ur er . Repai r s t hat become necessar y because of def ect i ve mat er i al s and wor kmanshi p whi l e met al wal l panel syst em i s under war r ant y ar e t o be per f or med wi t hi n 24 hour s af t er not i f i cat i on, unl ess addi t i onal t i me i s appr oved by t he Cont r act i ng Of f i cer .