Specs_13_34_19.pdf

ACA Al er t Ai r cr af t Shel t er s WYTD079031 Tol edo Expr ess Ai r por t , OH

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METAL BUI LDI NG SYSTEMS

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 NSTI TUTE OF STEEL CONSTRUCTI ON ( AI SC)

AI SC 325 ( 2017) St eel Const r uct i on Manual

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

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

AI SC/ AI SI 121 ( 2004) St andar d Def i ni t i ons f or Use i n t he Desi gn of St eel St r uct ur es

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 SOCI ETY OF SAFETY ENGI NEERS ( ASSE/ SAFE)

ASSE/ SAFE Z359. 1 ( 2016) The Fal l Pr ot ect i on Code

ASSE/ SAFE Z359. 2 ( 2017) Mi ni mum Requi r ement s f or a Compr ehensi ve Managed Fal l Pr ot ect i on Program

ASSE/ SAFE Z359. 6 ( 2016) Speci f i cat i ons and Desi gn Requi r ement s f or Act i ve Fal l Pr ot ect i on Systems

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

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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 A1011/ A1011M ( 2017) St andar d Speci f i cat i on f or St eel Sheet and St r i p, Hot - 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 , and Ul t r a- Hi gh St r engt h

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 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 A193/ A193M ( 2016) St andar d Speci f i cat i on f or Al l oy- St eel and St ai nl ess St eel Bol t i ng Mat er i al s f or Hi gh- Temper at ur e Ser vi ce and Ot her Speci al Pur pose Appl i cat i ons

ASTM A307 ( 2014; E 2017) St andar d Speci f i cat i on f or 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 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 A501/ A501M ( 2014) St andar d Speci f i cat i on f or Hot - For med Wel ded and Seaml ess Car bon St eel St r uct ur al Tubi ng

ASTM A529/ A529M ( 2014) St andar d Speci f i cat i on f or Hi gh- St r engt h Car bon- Manganese St eel of St r uct ur al Qual i t y

ASTM A53/ A53M ( 2012) St andar d Speci f i cat i on f or Pi pe, St eel , Bl ack and Hot - Di pped, Zi nc- Coat ed, Wel ded and Seaml ess

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

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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 A572/ A572M ( 2015) St andar d Speci f i cat i on f or Hi gh- St r engt h Low- Al l oy Col umbi um- Vanadi um St r uct ur al St eel

ASTM A606/ A606M ( 2009a) 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 ( 2017) 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 A755/ A755M ( 2016; E 2016) St andar d Speci f i cat i on f or St eel Sheet , Met al l i c Coat ed by t he Hot - Di p Pr ocess and Pr epai nt ed by t he Coi l - Coat i ng Pr ocess f or Ext er i or Exposed Bui l di ng Pr oduct s

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

ASTM B209 ( 2014) St andar d Speci f i cat i on f or Al umi num and Al umi num- Al l oy Sheet and Pl at e

ASTM B221 ( 2014) St andar d Speci f i cat i on f or Al umi num and Al umi num- Al l oy Ext r uded Bar s, Rods, Wi r e, Pr of i l es, and Tubes

ASTM B221M ( 2013) St andar d Speci f i cat i on f or Al umi num and Al umi num- Al l oy Ext r uded Bar s, Rods, Wi r e, Pr of i l es, and Tubes ( Met r i c)

ASTM B695 ( 2004; R 2016) St andar d Speci f i cat i on f or Coat i ngs of Zi nc Mechani cal l y Deposi t ed on I r on and St eel

ASTM C1289 ( 2016a) St andar d Speci f i cat i on f or Faced Ri gi d Cel l ul ar Pol y i socyanur at e Ther mal I nsul at i on Boar d

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 C273/ C273M ( 2016) Shear Pr oper t i es of Sandwi ch Cor e Materials

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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 C553 ( 2013) St andar d Speci f i cat i on f or Mi ner al Fi ber Bl anket Ther mal I nsul at i on f or Commer ci al and I ndust r i al Appl i cat i ons

ASTM C612 ( 2014) Mi ner al Fi ber Bl ock and Boar d Ther mal I nsul at i on

ASTM C665 ( 2012) Mi ner al - Fi ber Bl anket Ther mal I nsul at i on f or Li ght Fr ame Const r uct i on and Manuf act ur ed Housi ng

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 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

ASTM D1621 ( 2016) St andar d Test Met hod f or Compr essi ve Pr oper t i es of Ri gi d Cel l ul ar Plastics

ASTM D1622/ D1622M ( 2014) Appar ent Densi t y of Ri gi d Cel l ul ar Plastics

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 2010) 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 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 D522/ D522M ( 2014) Mandr el Bend Test of At t ached Or gani c Coat i ngs

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ASTM D523 ( 2014) St andar d Test Met hod f or Specul ar Gloss

ASTM D6226 ( 2010) St andar d Test Met hod f or Open Cel l Cont ent of Ri gi d Cel l ul ar Pl ast i cs

ASTM D714 ( 2002; R 2009) 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 ( 2015) Abr asi on Resi st ance of Or gani c Coat i ngs by Fal l i ng Abr asi ve

ASTM DEFONLI NE ( 2008) ASTM Onl i ne Di ct i onar y of Engi neer i ng Sci ence and Technol ogy

ASTM E1592 ( 2005; R 2012) St r uct ur al Per f or mance of 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 E1646 ( 1995; R 2011) St andar d Test Met hod f or Wat er Penet r at i on of Ext er i or Met al Roof Panel Syst ems by Uni f or m Ai r Pr essur e Difference

ASTM E1680 ( 2016) St andar d Test Met hod f or Rat e of Ai r Leakage Thr ough Ext er i or Met al Roof Panel Syst ems

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 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

ASTM E96/ E96M ( 2016) St andar d Test Met hods f or Wat er Vapor Tr ansmi ssi on of Mat er i al s

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

ASTM F436 ( 2011) Har dened St eel Washer s

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

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 ( 2002) 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

NATI ONAL FI RE PROTECTI ON ASSOCI ATI ON ( NFPA)

NFPA 252 ( 2017) St andar d Met hods of Fi r e Test s of Door Assembl i es

NFPA 80 ( 2016; TI A 16- 1) St andar d f or Fi r e Door s and Ot her Openi ng Pr ot ect i ves

NATI ONAL ROOFI NG CONTRACTORS ASSOCI ATI ON ( NRCA)

NRCA Roof Man ( 2011 t hr u 2014) The NRCA Roof i ng 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

SOCI ETY FOR PROTECTI VE COATI NGS ( SSPC)

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

SSPC Pai nt i ng Manual ( 2002) Good Pai nt i ng Pr act i ce, St eel St r uct ur es Pai nt i ng Manual , Vol ume 1

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

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

29 CFR 1926. 502 Fal l Pr ot ect i on Syst ems Cr i t er i a and Practices

1. 2 GENERAL REQUI REMENTS

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

Pr ovi de met al bui l di ng syst ems capabl e of wi t hst andi ng t he ef f ect s of gr avi t y l oads and t he f ol l owi ng l oads and st r esses wi t hi n t he l i mi t s and condi t i ons i ndi cat ed.

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1. 2. 1. 1 Engineering

Desi gn met al bui l di ng syst ems conf or mi ng t o pr ocedur es descr i bed i n

MBMA MBSM.

1. 2. 1. 2 Desi gn Loads

Conf or m t o t he r equi r ement s of MBMA MBSM, ASCE 7, and t he bui l di ng code appl i cabl e t o t he Pr oj ect geogr aphi cal l ocat i on.

1. 2. 1. 3 Li ve Loads

I ncl ude al l ver t i cal l oads i nduced by t he bui l di ng occupancy i ndi cat ed on t he Dr awi ngs, as wel l as l oads i nduced by mai nt enance wor ker s, mat er i al s and equi pment f or r oof l i ve l oads.

1. 2. 1. 4 Roof Snow Loads

I ncl ude ver t i cal l oads i nduced by t he gr ound snow l oad at t he Pr oj ect Si t e of 20. Al l ow f or unbal anced and dr i f t l oads.

1. 2. 1. 5 Wi nd Loads

I ncl ude hor i zont al l oads i nduced by a basi c wi nd speed Pr oj ect Si t e of 120.

1. 2. 1. 6 Col l at er al Loads

I ncl ude 5 psf addi t i onal dead l oads ot her t han t he wei ght of met al bui l di ng syst em f or per manent i t ems such as spr i nkl er s, mechani cal syst ems, el ect r i cal syst ems, and cei l i ngs.

1. 2. 1. 7 Auxi l i ar y Loads

I ncl ude dynami c l i ve l oads, such as t hose gener at ed by cr anes and mat er i al s- handl i ng equi pment i ndi cat ed on Det ai l Dr awi ngs.

1. 2. 1. 8 Load Combi nat i ons

Desi gn met al bui l di ng syst ems t o wi t hst and t he most cr i t i cal ef f ect s of l oad f act or s and l oad combi nat i ons as r equi r ed by MBMA MBSM, ASCE 7, and t he bui l di ng code appl i cabl e t o t he Pr oj ect l ocat i on.

1. 2. 1. 9 Def l ect i on Li mi t s

Engi neer assembl i es t o wi t hst and desi gn l oads wi t h def l ect i ons no gr eat er t han t he f ol l owi ng:

a. Pur l i ns and Raf t er s; ver t i cal def l ect i on of 1/ 180 of t he span.

b. Gi r t s; hor i zont al def l ect i on of 1/ 180 of t he span.

c. Met al Roof Panel s; ver t i cal def l ect i on of 1/ 180 of t he span.

d. Met al Wal l Panel s; hor i zont al def l ect i on of 1/ 180 of t he span.

Desi gn secondar y f r ami ng syst em t o accommodat e def l ect i on of pr i mar y bui l di ng st r uct ur e and const r uct i on t ol er ances, and t o mai nt ai n c l ear ances at openi ngs. Pr ovi de met al panel assembl i es capabl e of wi t hst andi ng t he

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ASTM E1592.

1. 2. 2 Sei smi c Per f or mance

Desi gn and engi neer met al bui l di ng syst em capabl e of wi t hst andi ng t he ef f ect s of ear t hquake mot i ons det er mi ned accor di ng t o ASCE 7, AI SC 341, and t he appl i cabl e por t i ons of t he bui l di ng code 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. Sei smi c par amet er s S5 = 117, S1 = . 054, Si t e Cl ass D, I = 1. 50, and Sei smi c Desi gn Cat egor y C.

1. 2. 3 Ther mal Movement s

Pr ovi de met al panel syst ems t hat al l ow f or t her mal movement s r esul t i ng f r om t he f ol l owi ng maxi mum change ( r ange) i n ambi ent and sur f ace t emper at ur es by pr event i ng buckl i ng, openi ng of j oi nt s, over st r essi ng of component s, f ai l ur e of j oi nt seal ant s, f ai l ur e of connect i ons, and ot her det r i ment al ef f ect s. Base engi neer i ng cal cul at i on on sur f ace t emper at ur es of mat er i al s due t o bot h sol ar heat gai n and ni ght t i me- sky heat l oss as f ol l ows:

a. Temper at ur e Change ( Range) ; 120 F, ambi ent ; 180 F, mat er i al sur f aces.

1. 2. 4 Ther mal Per f or mance

Pr ovi de i nsul at ed met al panel assembl i es wi t h t he f ol l owi ng maxi mum U- f act or s and mi ni mum R- val ues f or opaque el ement s when t est ed accor di ng t o ASTM C1363 or ASTM C518.

1. 2. 4. 1 Met al Roof Assembl i es

a. R- Val ue: 17.

1. 2. 4. 2 Met al Wal l Panel Assembl i es

a. R- Val ue: 17. 5 mi n.

1. 2. 5 Ai r I nf i l t r at i on f or Met al Roof Panel s

Ai r l eakage t hr ough assembl y must not exceed 0. 004 cf m/ sq. f t . of r oof ar ea when t est ed accor di ng t o ASTM E1680 at negat i ve t est - pr essur e di f f er ence of

1. 57 l b/ sq. f t .

1. 2. 6 Ai r I nf i l t r at i on f or Met al Wal l Panel s

Ai r l eakage t hr ough assembl y of not mor e t han 0. 004 cf m/ sq. f t . of wal l ar ea when t est ed accor di ng t o ASTM E283 at st at i c- ai r - pr essur e di f f er ence of 75 Pa.

1. 2. 7 Wat er Penet r at i on f or Met al Roof Panel s

No wat er penet r at i on when t est ed accor di ng t o ASTM E1646 at t est - pr essur e di f f er ence of 2. 86 l bf / sq. f t .

1. 2. 8 Wat er Penet r at i on f or Met al Wal l Panel s

No wat er penet r at i on when t est ed accor di ng t o ASTM E331 at a mi ni mum di f f er ent i al pr essur e of 20 per cent of i nwar d- act i ng, wi nd- l oad desi gn pr essur e of not l ess t han 6. 24 l bf / sq. f t . and not mor e t han 12 l bf / sq. f t .

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1. 2. 9 Wi nd- Upl i f t Resi st ance

Pr ovi de met al r oof panel assembl i es t hat compl y wi t h ASCE 7 and t he bui l di ng code 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. 3 DEFINITIONS

ASTM DEFONLI NE appl i es t o t hi s def i ni t i on par agr aph.

a. Bay: Di mensi on bet ween mai n f r ames measur ed nor mal t o f r ame ( at cent er l i ne of f r ame) f or i nt er i or bays, and di mensi on f r om cent er l i ne of f i r st i nt er i or mai n f r ame measur ed nor mal t o end wal l ( out s i de f ace of end- wal l gi r t ) f or end bays.

b. Bui l di ng Lengt h: Di mensi on of t he bui l di ng measur ed per pendi cul ar t o mai n f r ami ng f r om end wal l t o end wal l ( out s i de f ace of gi r t t o out s i de f ace of gi r t ) .

c. Bui l di ng Wi dt h: Di mensi on of t he bui l di ng measur ed par al l el t o mai n f r ami ng f r om si dewal l t o s i dewal l ( out s i de f ace of gi r t t o out s i de f ace of gi r t ) .

d. Cl ear Span: Di st ance bet ween suppor t s of beams, gi r der s, or t r usses ( measur ed f r om l owest l evel of connect i ng ar ea of a col umn and a r af t er f r ame or knee) .

e. Eave Hei ght : Ver t i cal di mensi on f r om f i ni shed f l oor t o eave ( t he l i ne al ong t he s i dewal l f or med by i nt er sect i on of t he pl anes of t he r oof and wall).

f . Cl ear Hei ght under St r uct ur e: Ver t i cal di mensi on f r om f i ni shed f l oor t o l owest poi nt of any par t of pr i mar y or secondar y st r uct ur e, not i ncl udi ng cr ane suppor t s, l ocat ed wi t hi n c l ear span.

g. Ter mi nol ogy St andar d: Ref er t o MBMA " Met al Bui l di ng Syst ems Manual " f or def i ni t i ons of t er ms f or met al bui l di ng syst em const r uct i on not ot her wi se def i ned i n t hi s Sect i on or i n r ef er enced st andar ds.

1. 4 SYSTEM DESCRI PTI ON

Gener al : Pr ovi de a compl et e, i nt egr at ed set of met al bui l di ng syst em manuf act ur er ' s st andar d mut ual l y dependent component s and assembl i es t hat f or m a met al bui l di ng syst em capabl e of wi t hst andi ng st r uct ur al and ot her l oads, t her mal l y i nduced movement , and exposur e t o weat her wi t hout f ai l ur e or i nf i l t r at i on of wat er i nt o bui l di ng i nt er i or . I ncl ude pr i mar y and secondar y f r ami ng, met al r oof panel s, met al wal l panel s, and accessor i es compl yi ng wi t h r equi r ement s i ndi cat ed.

Pr ovi de met al bui l di ng syst em of s i ze and wi t h spaci ng, s l opes, and spans indicated.

1. 4. 1 Pr i mar y Fr ame Type

a. Ri gi d Modul ar : Sol i d- member , st r uct ur al - f r ami ng syst em wi t h i nt er i or col umns. Al l col umns t o be pi nned base.

1. 4. 2 Fi xed End- Wal l Fr ami ng

Pr ovi de manuf act ur er ' s st andar d f i xed end wal l , f or bui l di ngs not r equi r ed

SECTI ON 13 34 19 Page 9 t o be expandabl e, consi st i ng of pr i mar y f r ame, capabl e of suppor t i ng one- hal f of a bay desi gn l oad, and end- wal l col umns.

1. 4. 3 Secondar y Fr ame Type

Pr ovi de manuf act ur er ' s st andar d pur l i ns and j oi st s and ext er i or - f r amed ( bypass) gi r t s.

1. 4. 4 Eave Hei ght

Eave hei ght as i ndi cat ed on Dr awi ngs.

1. 4. 5 Bay Spaci ng

Bay Spaci ng as i ndi cat ed on Dr awi ngs.

1. 4. 6 Roof Sl ope

Roof s l ope as i ndi cat ed on Dr awi ngs.

**AM002**

1. 4. 7 Roof Syst em

Pr ovi de manuf act ur er ' s st andar d ver t i cal - r i b, st andi ng- seam met al r oof panel s wi t h R- 30 bat t i nsul at i on suspended under st andi ng seam panel s i n syst em t hat i ncl udes st r aps, membr ane, and bat t i nsul at i on.

**AM002**

1. 4. 8 Ext er i or Wal l Syst em

Pr ovi de manuf act ur er ' s st andar d f act or y- assembl ed, i nsul at ed met al wal l panel s compl et e wi t h vapor bar r i er conf or mi ng t o ASTM E96/ E96M.

**AM002**

1. 4. 9 I nt er i or Li ner Panel s

Pr ovi de manuf act ur er ' s st andar d l i ner panel s of manuf act ur er ' s st andar d whi t e col or on i nt er i or f ace of wal l gi r t s as i ndi cat ed on t he Dr awi ngs.

**AM002**

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 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

Manuf act ur er ' s Qual i f i cat i ons; G

SD- 02 Shop Dr awi ngs

Det ai l Dr awi ngs; G

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SD- 03 Pr oduct Dat a

Manuf act ur er ' s dat a i ndi cat i ng per cent age of r ecycl e mat er i al of t he f ol l owi ng t o ver i f y sust ai nabl e acqui s i t i on compl i ance; G

Manuf act ur er ' s cat al og dat a; G

SD- 04 Sampl es

Coi l St ock, 12 i nches l ong by t he act ual panel wi dt h; G

Roof Panel s, 12 i nches l ong by act ual panel wi dt h; G, A

Wal l Panel s, 12 i nches l ong by act ual panel wi dt h; G, A

Fast ener s; G

Manuf act ur er ' s Col or Char t s and Chi ps, 4 by 4 i nches; G, A

SD- 05 Desi gn Dat a

Manuf act ur er ' s Descr i pt i ve and Techni cal Li t er at ur e; G

Manuf act ur er ' s Bui l di ng Desi gn Anal ysi s and Seal ed Cal cul at i ons; G

SD- 06 Test Repor t s

Test Repor t s; G

Coat i ngs and Base Met al s; G

Fact or y Col or Fi ni sh Per f or mance Requi r ement s; G

SD- 07 Cer t i f i cat es

Syst em Component s ; G

Coi l St ock Cer t i f i cat i on; G

Al umi ni zed St eel Repai r Pai nt ; G

Gal vani z i ng Repai r Pai nt ; G

Enamel Repai r Pai nt ; G

Qual i f i cat i on of Manuf act ur er ; G

Qual i f i cat i on of Er ect or ; G

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

I nst al l at i on of Roof and Wal l Panel s; G

Shi ppi ng, Handl i ng, and St or age; G

SD- 11 Cl oseout Submi t t al s

Manuf act ur er ' s War r ant y; G

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Cont r act or ' s War r ant y f or I nst al l at i on; G

1. 6 QUALI TY ASSURANCE

1. 6. 1 Pr e- Er ect i on Conf er ence

Af t er submi t t al s ar e r ecei ved and appr oved but bef or e met al bui l di ng syst em wor k, i ncl udi ng associ at ed wor k, i s per f or med, t he Cont r act i ng Of f i cer wi l l hol d a pr e- er ect i on conf er ence t o r evi ew t he f ol l owi ng:

a. The Det ai l Dr awi ngs, Speci f i cat i ons, and manuf act ur er ' s descr i pt i ve and t echni cal l i t er at ur e.

b. Fi nal i ze const r uct i on schedul e and ver i f y avai l abi l i t y of mat er i al s, er ect or ' s per sonnel , equi pment , and f aci l i t i es needed t o make pr ogr ess and avoi d del ays.

c. Met hods and pr ocedur es r el at ed t o met al bui l di ng syst em er ect i on, i ncl udi ng, but not l i mi t ed t o: Qual i f i cat i on of manuf act ur er , qual i f i cat i on of er ect or , manuf act ur er ' s cat al og dat a, bui l di ng desi gn anal ysi s, wr i t t en i nst r uct i ons and t est r epor t s.

d. 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 er ect i on of st r uct ur al member s.

e. Fl ashi ng, speci al r oof i ng and si di ng det ai l s , r oof and 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 bui l di ng syst em, i nc l udi ng coat i ngs and base met al s, f act or y col or f i ni sh per f or mance r equi r ement s, syst em component s, and cer t i f i cat es f or coi l s t ock.

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

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

h. Sampl es of al umi ni zed st eel r epai r pai nt , gal vani z i ng r epai r pai nt , and enamel r epai r pai nt .

1. 6. 1. 1 Pr e- Roof i ng and Si di ng I nst al l at i on Conf er ence

Af t er st r uct ur al f r ami ng syst em er ect i on and appr oval but bef or e r oof i ng, s i di ng wor k, i nc l udi ng associ at ed wor k, i s per f or med; t he Cont r act i ng Of f i cer wi l l hol d a pr e- r oof i ng and si di ng conf er ence t o r evi ew t he following:

a. Exami ne pur l i ns, sub- gi r t s and f or med shapes condi t i ons f or compl i ance wi t h r equi r ement s, i ncl udi ng f l at ness and at t achment t o st r uct ur al members.

b. Revi ew st r uct ur al l i mi t at i ons of pur l i ns, sub- gi r t s and f or med shapes dur i ng and af t er r oof i ng and si di ng.

c. Revi ew f l ashi ngs, speci al r oof and wal l det ai l s , r oof dr ai nage, r oof and wal l penet r at i ons, r oof equi pment cur bs, and condi t i on of ot her const r uct i on t hat wi l l af f ect t he met al bui l di ng syst em.

SECTI ON 13 34 19 Page 12

d. Revi ew t empor ar y pr ot ect i on r equi r ement s f or met al r oof and wal l panel s ' assembl y dur i ng and af t er i nst al l at i on.

e. Revi ew r oof and wal l obser vat i on and r epai r pr ocedur es af t er met al bui l di ng syst em er ect i on.

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, er ect i on of st r uct ur al f r ami ng and i nst al l at i on of r oof and wal l panel s 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 Manuf act ur er ' s Qual i f i cat i ons

Met al bui l di ng syst em manuf act ur er must have a mi ni mum of f i ve ( 5) year s exper i ence as a qual i f i ed manuf act ur er of met al bui l di ng syst ems and accessor y pr oduct s.

Pr ovi de engi neer i ng ser vi ces by an aut hor i zed cur r ent l y l i censed engi neer 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 year s exper i ence as an engi neer knowl edgeabl e i n bui l di ng desi gn anal ysi s, pr ot ocol s and pr ocedur es f or t he " Met al Bui l di ng Syst ems Manual " ( MBMA MBSM); ASCE 7, t he bui l di ng code 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, and ASTM E1592.

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 :

a. Roof and Wal l Wi nd Loads wi t h basi c wi nd speed, exposur e cat egor y, co- ef f i c i ent , i mpor t ance f act or , desi gnat e 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 .

b. Roof Dead and Li ve Loads.

c. Col l at er al Loads.

d. Foundat i on Loads.

e. Roof Snow Load.

f . Sei smi c Loads.

1. 6. 4 Qual i f i cat i on of Er ect i on Cont r act or

An exper i enced er ect or who has speci al i zed i n er ect i ng and i nst al l i ng wor k s i mi l ar i n mat er i al , desi gn, and ext ent t o t hat i ndi cat ed f or t hi s Pr oj ect and must be appr oved and cer t i f i ed by t he met al bui l di ng syst em manufacturer.

1. 6. 5 Si ngl e Sour ce

Obt ai n pr i mar y and secondar y component s and st r uct ur al f r ami ng member s, each t ype of met al r oof , wal l and l i ner panel assembl i es, c l i ps, c l osur es 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 s i 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 Welding

Qual i f y pr ocedur es and per sonnel accor di ng t o AWS A5. 1/ A5. 1M, AWS D1. 1/ D1. 1M, SECTI ON 13 34 19 Page 13 and AWS D1. 3/ D1. 3M.

1. 6. 7 St r uct ur al St eel

Compl y wi t h AI SC 325, AI SC 341 f or sei smi c i mpact ed desi gns, AI SC 360, f or desi gn r equi r ement s and al l owabl e st r esses.

1. 6. 8 Col d- For med St eel

Compl y wi t h AI SC/ AI SI 121 and AI SI SG03- 3 f or desi gn r equi r ement s and al l owabl e st r esses.

1. 6. 9 Sur f ace- Bur ni ng Char act er i st i cs

Pr ovi de met al panel s havi ng i nsul at i on cor e, i nsul at i on and vapor bar r i er mat er i al wi t h t he f ol l owi ng sur f ace- bur ni ng char act er i st i cs as det er mi ned by t est i ng i dent i cal pr oduct s accor di ng t o ASTM E84 by a qual i f i ed t est i ng agency. I dent i f y pr oduct s wi t h appr opr i at e mar ki ngs of appl i cabl e t est i ng agency showi ng:

a. Fl ame- Spr ead I ndex: 25 or l ess.

b. Smoke- Devel oped I ndex: 450 or l ess.

1. 6. 10 Fabrication

Fabr i cat e and f i ni sh met al panel s and accessor i es at t he f act or y t o gr eat est ext ent possi bl e, by manuf act ur er ' s st andar d pr ocedur es and pr ocesses and as necessar y t o f ul f i l l i ndi cat ed per f or mance r equi r ement s.

Compl y wi t h i ndi cat ed pr of i l es wi t h di mensi onal and st r uct ur al r equi r ement s.

Pr ovi de met al panel pr of i l e, i ncl udi ng maj or r i bs and i nt er medi at e st i f f eni ng r i bs, i f any, f or f ul l l engt h of panel . Al umi num and al umi num- al l oy sheet and pl at e must conf or m t o ASTM B209.

Fabr i cat e met al panel s i de l aps wi t h f act or y- i nst al l ed capt i ve gasket s or separ at or st r i ps t hat pr ovi de a t i ght seal and pr event met al - t o- met al cont act , i n a manner t hat wi l l seal weat her - t i ght and mi ni mi ze noi se f r om movement s wi t hi n panel assembl y.

Sheet Met al Accessor i es: Fabr i cat e f l ashi ng and t r i m t o compl y wi t h r ecommendat i ons i n SMACNA 1793 t hat appl y t o t he desi gn, di mensi ons, met al , and ot her char act er i st i cs of i t em i ndi cat ed:

a. For m exposed sheet met al accessor i es t hat ar e wi t hout excessi ve oi l canni ng, buckl i ng, and t ool mar ks and t hat ar e t r ue t o l i ne and l evel s i ndi cat ed, wi t h exposed edges f ol ded back t o f or m hems.

b. End Seams: Fabr i cat e nonmovi ng seams wi t h f l at - l ock seams. For m seams and seal wi t h epoxy seam seal er . Ri vet j oi nt s f or addi t i onal st r engt h.

c. Seal ed Joi nt s: For m non- expansi on but movabl e j oi nt s i n met al t o accommodat e el ast omer i c seal ant t o compl y wi t h SMACNA st andar ds.

d. Conceal f ast ener s and expansi on pr ovi s i ons wher e possi bl e. Exposed f ast ener s ar e not al l owed on f aces of accessor i es exposed t o v i ew.

e. Fabr i cat e c l eat s and at t achment devi ces of s i ze and met al t hi ckness r ecommended by SMACNA or by met al bui l di ng syst em manuf act ur er f or

SECTI ON 13 34 19 Page 14 appl i cat i on, but not l ess t han t hi ckness of met al bei ng secur ed.

1. 6. 11 Finishes

Compl y wi t h NAAMM AMP 500 f or r ecommendat i ons f or appl y i ng and desi gnat i ng finishes.

Appear ance of Fi ni shed Wor k: Not i ceabl e var i at i ons i n same pi ece ar e not accept abl e. Var i at i ons i n appear ance of adj oi ni ng component s ar e accept abl e i f t hey ar e wi t hi n t he r ange of appr oved Sampl es and ar e assembl ed or i nst al l ed t o mi ni mi ze cont r ast .

1. 7 SHI PPI NG, HANDLI NG AND STORAGE

1. 7. 1 Delivery

Package and del i ver component s, sheet s, met al panel s, and ot her manuf act ur ed i t ems so as not t o be damaged or def or med and pr ot ect ed dur i ng t r anspor t at i on and handl i ng.

St ack and st or e met al 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 . St or e i n a manner t o pr event bendi ng, war pi ng, t wi st i ng, and sur f ace damage. 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 panel f or ent i r e per i od up t o met al panel i nst al l at i on.

Pr ot ect f oam- pl ast i c i nsul at i on as f ol l ows:

a. Do not expose t o sunl i ght , except t o ext ent necessar y f or per i od of i nst al l at i on and conceal ment .

b. Pr ot ect agai nst i gni t i on at al l t i mes. Do not del i ver f oam- pl ast i c i nsul at i on mat er i al s t o Pr oj ect Si t e bef or e i nst al l at i on t i me.

Compl et e i nst al l at i on and conceal ment of pl ast i c mat er i al s as r api dl y as possi bl e i n each ar ea of const r uct i on t o mi ni mi ze ul t r avi ol et exposur e.

1. 8 PROJECT CONDI TI ONS

1. 8. 1 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 exi st i ng panel syst em or bui l di ng.

1. 8. 2 Fi el d Measur ement s

1. 8. 2. 1 Est abl i shed Di mensi ons f or Foundat i ons

Compl y wi t h est abl i shed di mensi ons on appr oved Anchor - Bol t Pl ans, est abl i shed f oundat i on di mensi ons, and pr oceed wi t h f abr i cat i ng st r uct ur al f r ami ng. Do not pr oceed wi t hout ver i f y i ng f i el d measur ement s. Coor di nat e anchor - bol t i nst al l at i on t o ensur e t hat act ual anchor age di mensi ons cor r espond t o est abl i shed di mensi ons.

SECTI ON 13 34 19 Page 15

1. 8. 2. 2 Est abl i shed Di mensi ons f or Met al Panel s

Wher e f i el d measur ement s cannot be made wi t hout del ayi ng t he Wor k, ei t her est abl i sh f r ami ng and openi ng di mensi ons and pr oceed wi t h f abr i cat i ng met al panel s wi t hout f i el d measur ement s, or al l ow f or f i el d t r i mmi ng met al panel s. Coor di nat e const r uct i on t o ensur e t hat act ual bui l di ng di mensi ons, l ocat i ons of st r uct ur al member s, and openi ngs cor r espond t o est abl i shed dimensions.

1. 8. 2. 3 Ver i f i cat i on Recor d

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

1. 9 COORDINATION

Coor di nat e s i ze and l ocat i on of concr et e f oundat i ons and cast i ng of anchor - bol t i nser t s i nt o f oundat i on wal l s and f oot i ngs. Concr et e, r ei nf or cement , and f or mwor k r equi r ement s ar e speci f i ed i n Sect i on

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

Coor di nat e i nst al l at i on of f i r e suppr essi on syst em, equi pment suppor t s, pi pi ng and suppor t s, and accessor i es, whi ch ar e speci f i ed i n DI VI SI ON 21 -

FI RE SUPPRESSI ON.

Coor di nat e i nst al l at i on of pl umbi ng syst em, equi pment suppor t s, pi pi ng and suppor t s, and accessor i es, whi ch ar e speci f i ed i n DI VI SI ON 22 - PLUMBI NG.

Coor di nat e i nst al l at i on of HVAC syst em, equi pment suppor t s, duct wor k and suppor t s, pi pi ng and suppor t s, and accessor i es, whi ch ar e speci f i ed i n

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

Coor di nat e i nst al l at i on of r oof cur bs, equi pment suppor t s, and r oof penet r at i ons, whi ch ar e speci f i ed i n DI VI SI ON 07 - THERMAL AND MOI STURE

PROTECTION.

Coor di nat e met al panel assembl i es wi t h r ai n dr ai nage wor k, f l ashi ng, t r i m, and const r uct i on of suppor t s and ot her adj oi ni ng wor k t o pr ovi de a l eak- pr oof , secur e, and non- cor r osi ve i nst al l at i on.

1. 10 WARRANTY

1. 10. 1 Bui l di ng Syst em War r ant y

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 bui l di ng syst em. The war r ant y per i od i s t o be no l ess t han 20 year s f r om t he dat e of accept ance of t he wor k and be i ssued di r ect l y t o t he Gover nment . The war r ant y must pr ovi de t hat i f wi t hi n t he war r ant y per i od, t he met al bui l di ng syst em shows evi dence of det er i or at i on r esul t i ng f r om def ect i ve mat er i al s and/ or wor kmanshi p, cor r ect i ng of any def ect s i s t he r esponsi bi l i t y of t he met al bui l di ng 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 bui l di ng syst em i s under war r ant y ar e t o be per f or med wi t hi n 32 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 . Fai l ur e t o per f or m r epai r s wi t hi n 32 hour s of not i f i cat i on wi l l const i t ut e gr ounds f or havi ng emer gency r epai r s per f or med by ot her s and wi l l not voi d t he war r ant y.

SECTI ON 13 34 19 Page 16

1. 10. 2 Roof Syst em Weat her - Ti ght ness War r ant y

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 panel syst em. The war r ant y per i od i s t o be no l ess t han 20 year s f r om t he dat e of accept ance of t he wor k and 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 r oof panel syst em shows evi dence of cor r osi on, per f or at i on, r upt ur e, l ost of weat her - t i ght ness or excess weat her i ng due t o det er i or at i on of t he 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 bui l di ng syst em manufacturer.

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 r oof 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 . Fai l ur e t o per f or m r epai r s wi t hi n 24 hour s of not i f i cat i on wi l l const i t ut e gr ounds f or havi ng emer gency r epai r s per f or med by ot her s and not voi d t he war r ant y. I mmedi at e f ol l ow- up and compl et i on of per manent r epai r s must be per f or med wi t hi n 7 days f r om dat e of not i f i cat i on.

1. 10. 3 Roof and Wal l Panel Fi ni sh War r ant y

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 panel syst em. The war r ant y per i od i s t o be no l ess t han 20 year s f r om t he dat e of accept ance of t he wor k and 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 panel syst em shows evi dence of checki ng, del ami nat i ng cr acki ng, peel i ng, chal k i n excess of a numer i cal r at i ng of ei ght , as det er mi ned by ASTM D4214 t est pr ocedur es; or change col or s i n excess of f i ve CI E or Hunt er uni t s i n accor dance wi t h ASTM D2244 or excess weat her i ng due t o det er i or at i on of t he panel syst em r esul t i ng f r om def ect i ve mat er i al s and f i ni sh or 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 bui l di ng syst em manuf act ur er .

Li abi l i t y under t hi s war r ant y i s excl usi vel y l i mi t ed t o r epl aci ng t he def ect i ve coat ed mat er i al s.

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 r oof and 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 32 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 . Fai l ur e t o per f or m r epai r s wi t hi n 32 hour s of not i f i cat i on wi l l const i t ut e gr ounds f or havi ng emer gency r epai r s per f or med by ot her s and not voi d t he war r ant y.

PART 2 PRODUCTS

2. 1 STRUCTURAL FRAMI NG MATERI ALS

2. 1. 1 W-Shapes

ASTM A992/ A992M, ASTM A572/ A572M, or ASTM A529/ A529M.

2. 1. 2 Channel , Angl es, M- Shapes and S- Shapes

ASTM A36/ A36M, ASTM A572/ A572M, or ASTM A529/ A529M.

SECTI ON 13 34 19 Page 17

2. 1. 3 Pl at e and Bar

ASTM A36/ A36M, ASTM A572/ A572M, or ASTM A529/ A529M.

2. 1. 4 St eel Pi pe

ASTM A36/ A36M, ASTM A53/ A53M, ASTM A572/ A572M, or ASTM A529/ A529M.

2. 1. 5 Col d- For med and Hot For med Hol l ow St r uct ur al Sect i ons

Col d f or med: ASTM A500/ A500M or ASTM B221, ASTM B221M. Hot - f or med:

ASTM A501/ A501M.

2. 1. 6 St r uct ur al - St eel Sheet

Hot-rolled, ASTM A1011/ A1011M or col d- r ol l ed, ASTM A1008/ A1008M.

2. 1. 7 Met al l i c- Coat ed St eel Sheet

ASTM A653/ A653M, ASTM A606/ A606M.

2. 1. 8 Met al l i c- Coat ed St eel Sheet Pr e- pai nt ed wi t h Coi l St ock Coat i ng

St eel sheet met al l i c coat ed by t he hot - di p pr ocess and pr e- pai nt ed by t he coi l - coat i ng pr ocess t o compl y wi t h ASTM A755/ A755M.

a. Zi nc- Coat ed ( Gal vani zed) St eel Sheet : ASTM A653/ A653M, and

ASTM A123/ A123M.

2. 1. 9 Hi gh- St r engt h Bol t s, Nut s, and Washer s

ASTM A325, heavy hex st eel st r uct ur al bol t s; ASTM A563 heavy hex car bon- st eel nut s; and ASTM F436 har dened car bon- st eel washer s.

a. Fi ni sh: Hot - di p z i nc coat i ng, ASTM A153/ A153M or Mechani cal l y deposi t ed z i nc coat i ng, ASTM B695.

b. Tensi on- Cont r ol , Hi gh- St r engt h Bol t - Nut - Washer Assembl i es: ASTM F1852, heavy- hex- head st eel st r uct ur al bol t s wi t h spl i ne.

c. Fi ni sh: Mechani cal l y deposi t ed z i nc coat i ng, ASTM B695 or Mechani cal l y deposi t ed z i nc coat i ng, ASTM B695 baked epoxy coat ed.

2. 1. 10 Non- Hi gh- St r engt h Bol t s, Nut s, and Washer s

ASTM A307, ASTM A563, and ASTM F844.

Fi ni sh: ASTM A153/ A153M.

2. 1. 11 Anchor Rods

ASTM F1554.

a. Conf i gur at i on: St r ai ght .

b. Nut s: ASTM A563 heavy hex car bon st eel .

c. Pl at e Washer s: ASTM A36/ A36M car bon st eel .

SECTI ON 13 34 19 Page 18

d. Washer s: ASTM F436 har dened car bon st eel .

e. Fi ni sh: Hot - di p z i nc coat i ng, ASTM A153/ A153M or Mechani cal l y deposi t ed z i nc coat i ng, ASTM B695.

2. 1. 12 Thr eaded Rods

ASTM A193/ A193M, ASTM A572/ A572M, ASTM A36/ A36M, or ASTM A307.

a. Nut s: ASTM A563 heavy hex car bon st eel .

b. Washer s: ASTM F436 har dened or ASTM A36/ A36M car bon st eel .

c. Fi ni sh: Hot - di p z i nc coat i ng, ASTM A153/ A153M or Mechani cal l y deposi t ed z i nc coat i ng, ASTM B695.

2. 1. 13 Primer

SSPC Pai nt 15, Type I , r ed oxi de.

2. 2 FABRICATION

2. 2. 1 General

Compl y wi t h MBMA MBSM - " Met al Bui l di ng Syst ems Manual " : Chapt er I V, Sect i on 9, " Fabr i cat i on and Er ect i on Tol er ances. "

2. 3 STRUCTURAL FRAMI NG

2. 3. 1 General

Cl ean al l f r ami ng member s t o r emove l oose r ust and mi l l scal e. Pr ovi de 1 shop coat of pr i mer t o an aver age dr y f i l m t hi ckness of 1 mi l accor di ng t o SSPC SP 2. Bal ance of pai nt i ng and coat i ng pr ocedur es must conf or m t o SSPC Pai nt 15 and SSPC Pai nt i ng Manual .

2. 3. 2 Pr i mar y Fr ami ng

Manuf act ur er ' s st andar d st r uct ur al pr i mar y f r ami ng syst em i ncl udes t r ansver se and l ean- t o f r ames; r af t er , r akes, and canopy beams; s i dewal l , i nt er medi at e, end- wal l , and cor ner col umns; and wi nd br aci ng desi gned t o wi t hst and r equi r ed l oads and speci f i ed r equi r ement s. Pr ovi de f r ames wi t h at t achment pl at es, bear i ng pl at es, and spl i ce member s. Pr ovi de f r ame span and spaci ng i ndi cat ed.

Shop f abr i cat e f r ami ng component s by wel di ng or by usi ng hi gh- st r engt h bol t s t o t he i ndi cat ed s i ze and sect i on wi t h base- pl at es, bear i ng pl at es, st i f f ener s, and ot her i t ems r equi r ed. Cut , f or m, punch, dr i l l , and wel d f r ami ng f or bol t ed f i el d er ect i on.

a. Ri gi d Modul ar Fr ames: I - shaped f r ame sect i ons f abr i cat ed f r om shop- wel ded, bui l t - up st eel pl at es or st r uct ur al - s t eel shapes. Pr ovi de i nt er i or col umns f abr i cat ed f r om st eel r ound pi pe, st eel t ube, or shop- wel ded, bui l t - up st eel pl at es.

b. Fr ame Conf i gur at i on: Si ngl e gabl e.

c. Ext er i or Col umn Type: As shown on Dr awi ngs.

SECTI ON 13 34 19 Page 19

d. Raf t er Type: Uni f or m dept h.

2. 3. 3 Secondar y Fr ami ng

Manuf act ur er ' s st andar d secondar y f r ami ng member s, i ncl udi ng pur l i ns, gi r t s, eave st r ut s, f l ange br aci ng, base member s, gabl e angl es, c l i ps, header s, j ambs, and ot her mi scel l aneous st r uct ur al member s. Fabr i cat e f r ami ng f r om col d- f or med, st r uct ur al - st eel sheet or r ol l - f or med, met al l i c- coat ed st eel sheet pr e- pai nt ed wi t h coi l coat i ng, unl ess ot her wi se indicated.

Shop f abr i cat e f r ami ng component s by r ol l - f or mi ng or br eak- f or mi ng t o t he i ndi cat ed s i ze and sect i on wi t h base- pl at es, bear i ng pl at es, st i f f ener s, and ot her pl at es r equi r ed f or er ect i on. Cut , f or m, punch, dr i l l , and wel d secondar y f r ami ng f or bol t ed f i el d connect i ons t o pr i mar y f r ami ng.

a. Pur l i ns: C or Z- shaped sect i ons; f abr i cat ed f r om st eel sheet , bui l t - up st eel pl at es, or st r uct ur al - st eel shapes; mi ni mum dept h as r equi r ed t o compl y wi t h syst em per f or mance r equi r ement s.

b. Gi r t s: C or Z- shaped sect i ons; f abr i cat ed f r om st eel sheet , bui l t - up st eel pl at es, or st r uct ur al - st eel shapes. For m ends of Z- sect i ons wi t h st i f f eni ng l i ps angl ed 40 t o 50 degr ees t o f l ange mi ni mum dept h as r equi r ed t o compl y wi t h syst em per f or mance r equi r ement s.

c. Eave St r ut s: Unequal - f l ange, C- shaped sect i ons; f abr i cat ed f r om st eel sheet , bui l t - up st eel pl at es, or st r uct ur al - st eel shapes; t o pr ovi de adequat e backup f or met al panel s.

d. Fl ange Br aci ng: St r uct ur al - st eel angl es or col d- f or med st r uct ur al t ubi ng t o st i f f en pr i mar y f r ame f l anges.

e. Sag Br aci ng: St r uct ur al - st eel angl es.

f . Base or Si l l Angl es: Zi nc- coat ed ( gal vani zed) st eel sheet .

g. Pur l i n and Gi r t Cl i ps: St eel sheet . Pr ovi de gal vani zed c l i ps wher e c l i ps ar e connect ed t o gal vani zed f r ami ng member s.

h. Secondar y End- Wal l Fr ami ng: Manuf act ur er ' s st andar d sect i ons f abr i cat ed f r om zi nc- coat ed ( gal vani zed) st eel sheet .

i . Fr ami ng f or Openi ngs: Channel shapes; f abr i cat ed col d- f or med, st r uct ur al - st eel sheet or st r uct ur al - st eel shapes. Fr ame head and j amb of door openi ngs, and head, j amb, and si l l of ot her openi ngs.

j . Mi scel l aneous St r uct ur al Member s: Manuf act ur er ' s st andar d sect i ons f abr i cat ed f r om col d- f or med, st r uct ur al - st eel sheet ; bui l t - up st eel pl at es; or z i nc- coat ed ( gal vani zed) st eel sheet ; desi gned t o wi t hst and r equi r ed l oads.

2. 3. 4 Bracing

Pr ovi de adj ust abl e wi nd br aci ng as f ol l ows:

a. Rods: ASTM A36/ A36M; ASTM A572/ A572M; or ASTM A529/ A529M t hr eaded a mi ni mum of 8 i nches at each end.

b. Angl es: Fabr i cat ed f r om st r uct ur al - st eel shapes t o mat ch pr i mar y

SECTI ON 13 34 19 Page 20 f r ami ng, of s i ze r equi r ed t o wi t hst and desi gn l oads.

c. Ri gi d Por t al Fr ames: Fabr i cat e f r om shop- wel ded, bui l t - up st eel pl at es or st r uct ur al - st eel shapes t o mat ch pr i mar y f r ami ng; of s i ze r equi r ed t o wi t hst and desi gn l oads.

d. Br aci ng: Pr ovi de wi nd br aci ng usi ng any met hod speci f i ed above, at manuf act ur er ' s opt i on.

2. 4 PANEL MATERI ALS

2. 4. 1 St eel Sheet

Rol l - f or m st eel r oof panel s t o t he speci f i ed pr of i l e, wi t h 26 or 24 gauge and dept h as i ndi cat ed. Mat er i al must be pl umb and t r ue, and wi t hi n t he t ol er ances l i s t ed:

a. Gal vani zed St eel Sheet conf or mi ng t o ASTM A653/ A653M and AI SI SG03- 3.

b. I ndi v i dual panel s t o have cont i nuous l engt h t o cover t he ent i r e l engt h of any unbr oken r oof s l ope wi t h no j oi nt s or seams and f or med wi t hout war pi ng, wavi ness, or r i ppl es t hat ar e not par t of t he panel pr of i l e and f r ee of damage t o t he f i ni sh coat i ng syst em.

c. Pr ovi de panel s wi t h t her mal expansi on and cont r act i on consi st ent wi t h t he t ype of syst em speci f i ed;

( 1) Pr of i l e and cover age t o be a mi ni mum hei ght and wi dt h f r om manuf act ur er ' s st andar d f or t he i ndi cat ed r oof s l ope.

( 2) Pr of i l e t o be a 1- 1/ 2 i nch hi gh r i b at 12 i nches o. c. wi t h smal l st i f f eni ng r i bs, 38 i nch over al l wi dt h wi t h 36 i nch cover age and exposed f ast ener s.

( 3) Smoot h, f l at sur f ace t ext ur e.

2. 4. 2 Foam- I nsul at i on Cor e Wal l Panel

Pr ovi de f act or y- f or med st eel wal l panel assembl y f abr i cat ed f r om t wo sheet s of met al wi t h modi f i ed pol y i socyanur at e or pol yur et hane f oam i nsul at i on cor e dur i ng f abr i cat i on wi t h j oi nt s bet ween panel s desi gned t o f or m weat her - t i ght seal s. I ncl ude accessor i es r equi r ed f or weat her - t i ght installation.

a. Cl osed- Cel l Cont ent : 90 per cent when t est ed accor di ng t o ASTM D6226, ASTM C1289.

b. Densi t y: 2. 0 t o 2. 6 l b/ cu. f t . when t est ed accor di ng t o

ASTM D1622/ D1622M.

c. Compr essi ve St r engt h: Mi ni mum 20 psi when t est ed accor di ng t o

ASTM D1621.

d. Shear St r engt h: 26 psi when t est ed accor di ng t o ASTM C273/ C273M.

2. 4. 3 I nsul at ed Panel Const r uct i on

Shop f abr i cat e or f i el d assembl e i nsul at ed panel const r uct i on wi t h speci f i ed ext er i or and i nt er i or s t eel sheet i n accor dance wi t h

SECTI ON 13 34 19 Page 21 manuf act ur er ' s pr i nt ed i nst r uct i ons.

I nsul at i on t o be pol y i socyanur at e conf or mi ng t o ASTM C553 and ASTM C612 of t hi ckness and densi t y as r equi r ed f or t he geogr aphi cal ar ea wher e const r uct i on wi l l t ake pl ace.

I nsul at i on f ast ener s t o be adhesi vel y at t ached, pl at e wel ded t o pr oj ect i ng spi ndl e anchor s; capabl e of hol di ng i nsul at i on of t hi ckness i ndi cat ed, secur ed i n posi t i on wi t h sel f - l ocki ng washer and compl yi ng wi t h t he f ol l owi ng r equi r ement s:

a. Pl at e: Per f or at ed gal vani zed…