Specifications_Volume_2_-_IFC_Reception_Phase_I.PDF

Fort Jackson, South Carolina

Solicitation Number

W912HP-19-R-2000

Reception Complex Volume 2 of 5: Specification Divisions 08 - 23

PN 76149

June 2019

U.S. ARMY ENGINEER DISTRICT, SAVANNAH

CORPS OF ENGINEERS

100 WEST OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

US Army Corps of Engineers Charleston District

Recept i on Compl ex JA76149 Ft . Jackson, SC

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMI NI STRATI VE REQUI REMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 33 29 SUSTAI NABI LI TY REPORTI NG

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00 QUALI TY CONTROL

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

01 45 35 SPECI AL I NSPECTI ONS

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

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 57 19. 37 I NDOOR AI R QUALI TY ( I AQ) MANAGEMENT

01 74 19. 37 CONSTRUCTI ON AND DEMOLI TI ON WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

01 91 00 COMMISSIONING

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

02 83 13 LEAD I N CONSTRUCTI ON

DI VI SI ON 03 - CONCRETE

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

03 15 00 CONCRETE ACCESSORI ES

03 20 00 CONCRETE REI NFORCI NG

03 30 00 CAST- I N- PLACE CONCRETE

03 35 00 CONCRETE FI NI SHI NG

03 39 00 CONCRETE CURI NG

DI VI SI ON 04 - MASONRY

04 20 00 MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD- FORMED METAL FRAMI NG

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 33 METAL LADDERS

05 52 00 METAL RAI LI NGS

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

06 10 00 ROUGH CARPENTRY

06 20 00 FI NI SH CARPENTRY

06 41 16 LAMI NATE CLAD ARCHI TECTURAL CASEWORK

06 61 16 SOLI D POLYMER ( SOLI D SURFACI NG) FABRI CATI ONS

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

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

07 21 13 BOARD AND BLOCK I NSULATI ON

PROJECT TABLE OF CONTENTS Page 1

07 21 16 MI NERAL FI BER BLANKET I NSULATI ON

07 22 00 ROOF AND DECK I NSULATI ON

07 27 10 BUI LDI NG AI R BARRI ER SYSTEM

07 41 00 METAL SOFFI T PANELS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 60 00 FLASHI NG AND SHEET METAL

07 61 14 STEEL STANDI NG SEAM ROOFI NG

07 84 00 FIRESTOPPING

07 92 00 JOI NT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMI NUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLI ES

08 51 13 ALUMI NUM WI NDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 06 00 SCHEDULES FOR FI NI SHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMI C, QUARRY, AND GLASS TI LI NG

09 51 00 ACOUSTI CAL CEI LI NGS

09 65 00 RESI LI ENT FLOORI NG

09 68 00 CARPETING

09 90 00 PAI NTS AND COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 10 00 VI SUAL COMMUNI CATI ONS SPECI ALTI ES

10 14 01 EXTERI OR SI GNAGE

10 14 02 I NTERI OR SI GNAGE

10 21 13 TOI LET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTI ON

10 28 13 TOI LET ACCESSORI ES

10 56 13 STEEL SHELVI NG

DI VI SI ON 11 - EQUI PMENT

11 13 19. 13 LOADI NG DOCK LEVELERS

11 21 73 VERTI CAL CAROUSELS

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WI NDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 50 00 FURNI TURE AND FURNI TURE I NSTALLATI ON

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 METAL BUI LDI NG SYSTEMS

13 48 00 SEI SMI C BRACI NG FOR MI SCELLANEOUS EQUI PMENT

PROJECT TABLE OF CONTENTS Page 2

DI VI SI ON 21 - FI RE SUPPRESSI ON

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

21 30 00 FI RE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBI NG, GENERAL PURPOSE

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

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

23 05 48. 19 SEI SMI C BRACI NG FOR HVAC

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

23 07 00 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS

23 09 00 I NSTRUMENTATI ON AND CONTROL FOR HVAC

23 09 13 I NSTRUMENTATI ON AND CONTROL DEVI CES FOR HVAC

23 09 23. 01 LONWORKS DI RECT DI GI TAL CONTROL FOR HVAC AND OTHER

BUI LDI NG CONTROL SYSTEMS

23 11 25 FACI LI TY GAS PI PI NG

23 23 00 REFRI GERANT PI PI NG

23 25 00 CHEMI CAL TREATMENT OF WATER FOR MECHANI CAL SYSTEMS

23 52 00 HEATI NG BOI LERS

23 57 10 FORCED HOT WATER HEATI NG SYSTEMS USI NG WATER AND STEAM

HEAT EXCHANGERS

23 64 10 WATER CHI LLERS, VAPOR COMPRESSI ON TYPE

23 64 26 CHI LLED, CHI LLED- HOT, AND CONDENSER WATER PI PI NG SYSTEMS

23 81 00 DECENTRALI ZED UNI TARY HVAC EQUI PMENT

23 82 46 ELECTRI C UNI T HEATERS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 CYBERSECURI TY FOR FACI LI TY- RELATED CONTROL SYSTEMS

25 05 12 CYBERSECURI TY FOR FACI LI TY- RELATED CONTROL SYSTEMS

( SPECI AL SYSTEMS)

25 05 13 CYBERSECURI TY FOR FACI LI TY- RELATED CONTROL SYSTEMS

(FA/MNS)

DI VI SI ON 26 - ELECTRI CAL

26 00 00 BASI C ELECTRI CAL MATERI ALS AND METHODS

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

26 08 00 APPARATUS I NSPECTI ON AND TESTI NG

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 23 00 SWITCHBOARDS

26 28 01 COORDI NATED POWER SYSTEM PROTECTI ON

26 29 23 VARI ABLE FREQUENCY DRI VE SYSTEMS UNDER 600 VOLTS

26 41 00 LI GHTNI NG PROTECTI ON SYSTEM

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

26 51 00 I NTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 14 CABLE TELEVI SI ON PREMI SES DI STRI BUTI ON SYSTEM

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

27 51 16 SOUND REI NFORCEMENT SYSTEMS

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

PROJECT TABLE OF CONTENTS Page 3

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

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARI NG AND GRUBBI NG

31 31 16. 13 CHEMI CAL TERMI TE CONTROL

31 32 11 SOI L SURFACE EROSI ON CONTROL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

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

PAVEMENTS

32 05 33 LANDSCAPE ESTABLI SHMENT

32 11 16 BASE COURSE FOR RI GI D PAVI NG

32 11 23 AGGREGATE AND/ OR GRADED- CRUSHED AGGREGATE BASE COURSE

32 12 13 BI TUMI NOUS TACK AND PRI ME COATS

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

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

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SI DEWALKS

32 17 23 PAVEMENT MARKI NGS

32 32 23 SEGMENTAL CONCRETE BLOCK RETAI NI NG WALL

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAI NAGE UTI LI TI ES

33 46 16 SUBDRAI NAGE PI PI NG

33 51 15 NATURAL- GAS / LI QUI D PETROLEUM GAS DI STRI BUTI ON

33 61 13. 13 PREFABRI CATED UNDERGROUND HYDRONI C ENERGY DI STRI BUTI ON

33 61 13. 19 VALVES, PI PI NG, AND EQUI PMENT I N VALVE MANHOLES

33 63 13. 19 CONCRETE TRENCH HYDRONI C AND STEAM ENERGY DI STRI BUTI ON

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

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

APPENDICES

Appendi x A ACM AND HAZMAT REPORTS Appendi x B COMMI SSI ONI NG PLAN Appendi x C SPECI AL I NSPECTI ONS

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

PROJECT TABLE OF CONTENTS Page 4

SECTI ON TABLE OF CONTENTS

DI VI SI ON 08 - OPENI NGS

SECTI ON 08 11 13

STEEL DOORS AND FRAMES

02/10

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SUBMI TTALS

1. 3 DELI VERY, STORAGE, AND HANDLI NG

1. 4 PERFORMANCE REQUI REMENTS

1. 4. 1 Mi ni mum Ant i t er r or i sm Per f or mance Cr i t er i a

1. 4. 2 Wi nd Loadi ng Desi gn Pr essur e

1. 5 SUSTAI NABLE DESI GN

PART 2 PRODUCTS

2. 1 STANDARD STEEL DOORS

2. 2 CUSTOM HOLLOW METAL DOORS

2. 3 I NSULATED STEEL DOOR SYSTEMS

2. 4 SOUND RATED STEEL DOORS

2. 5 MOLDI NGS

2. 6 I NSULATI ON CORES

2. 7 STANDARD STEEL FRAMES

2. 7. 1 Wel ded Fr ames

2. 7. 2 Mul l i ons and Tr ansom Bar s

2. 7. 3 St ops and Beads

2. 7. 4 Ter mi nat ed St ops

2. 7. 5 Cased Openi ngs

2. 7. 6 Anchor s

2. 7. 6. 1 Wal l Anchor s

2. 7. 6. 2 Fl oor Anchor s

2. 7. 6. 3 Ther mal Br eak Fr ames

2. 8 FI RE DOORS AND FRAMES

2. 8. 1 Label s

2. 8. 2 Over si zed Door s

2. 8. 3 Fi r e- Rat ed St eel St or ef r ont

2. 9 WEATHERSTRI PPI NG

2. 10 HARDWARE PREPARATI ON

2. 11 FI NI SHES

2. 11. 1 Fact or y- Pr i med Fi ni sh

2. 11. 2 Hot - Di p Zi nc- Coat ed and Fact or y- Pr i med Fi ni sh

2. 11. 3 El ect r ol yt i c Zi nc- Coat ed Anchor s and Accessor i es

2. 12 FABRI CATI ON AND WORKMANSHI P

PART 3 EXECUTI ON

3. 1 I NSTALLATI ON

3. 1. 1 Fr ames

3. 1. 2 Door s

3. 1. 3 Fi r e Door s and Fr ames

SECTI ON 08 11 13 Page 1

3. 2 PROTECTI ON

3. 3 CLEANI NG

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

SECTI ON 08 11 13 Page 2

SECTI ON 08 11 13

STEEL DOORS AND FRAMES

02/10

PART 1 GENERAL

1. 1 REFERENCES

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

AMERI CAN WELDI NG SOCI ETY ( AWS)

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

ASTM I NTERNATI ONAL ( ASTM)

ASTM 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 A879/ A879M ( 2012) St andar d Speci f i cat i on f or St eel Sheet , z i nc Coat ed by t he El ect r ol yt i c Pr ocess f or Appl i cat i ons Requi r i ng Desi gnat i on of t he Coat i ng Mass on Each Surface

ASTM A924/ A924M ( 2017a) St andar d Speci f i cat i on f or Gener al Requi r ement s f or St eel Sheet , Met al l i c- Coat ed by t he Hot - Di p Pr ocess

ASTM C578 ( 2018) St andar d Speci f i cat i on f or Ri gi d, Cel l ul ar Pol yst yr ene Ther mal I nsul at i on

ASTM C591 ( 2017) St andar d Speci f i cat i on f or Unf aced Pr ef or med Ri gi d Cel l ul ar Pol y i socyanur at e Ther mal I nsul at i on

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

ASTM D2863 ( 2017a) St andar d Test Met hod f or Measur i ng t he Mi ni mum Oxygen Concent r at i on t o Suppor t Candl e- Li ke Combust i on of Pl ast i cs ( Oxygen I ndex)

ASTM E1300 ( 2016) St andar d Pr act i ce f or Det er mi ni ng Load Resi st ance of Gl ass i n Bui l di ngs

ASTM F2248 ( 2012) St andar d Pr act i ce f or Speci f y i ng an Equi val ent 3- Second Dur at i on Desi gn Loadi ng f or Bl ast Resi st ant Gl azi ng Fabr i cat ed wi t h Lami nat ed Gl ass

SECTI ON 08 11 13 Page 3

BUI LDERS HARDWARE MANUFACTURERS ASSOCI ATI ON ( BHMA)

ANSI / BHMA A156. 115 ( 2016) Har dwar e Pr epar at i on i n St eel Door s and St eel Fr ames

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

NAAMM HMMA 810 ( 2009) Hol l ow Met al Door s

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

NFPA 251 ( 2006) St andar d Met hods of Test s of Fi r e Resi st ance of Bui l di ng Const r uct i on and Materials

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

STEEL DOOR I NSTI TUTE ( SDI / DOOR)

SDI / DOOR 111 ( 2009) Recommended Sel ect i on and Usage Gui de f or St andar d St eel Door s, Fr ames and Accessories

SDI / DOOR 113 ( 2001; R2006) St andar d Pr act i ce f or Det er mi ni ng t he St eady St at e Ther mal Tr ansmi t t ance of St eel Door and Fr ame Assemblies

SDI / DOOR A250. 11 ( 2001) Recommended Er ect i on I nst r uct i ons f or St eel Fr ames

SDI / DOOR A250. 4 ( 2011) Test Pr ocedur e and Accept ance Cr i t er i a f or Physi cal Endur ance f or St eel Door s and Har dwar e Rei nf or c i ng

SDI / DOOR A250. 6 ( 2003; R2009) Recommended Pr act i ce f or Har dwar e Rei nf or c i ng on St andar d St eel Door s and Fr ames

SDI / DOOR A250. 8 ( 2003; R2008) Recommended Speci f i cat i ons f or St andar d St eel Door s and Fr ames

UNDERWRI TERS LABORATORI ES ( UL)

UL 10C ( 2016) UL St andar d f or Saf et y Posi t i ve Pr essur e Fi r e Test s of Door Assembl i es

1. 2 SUBMI TTALS

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 . The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SECTI ON 08 11 13 Page 4

SD- 03 Pr oduct Dat a

Doors ; G, RO Frames ; G, RO Moldings LEED dat a f or r ecycl ed cont ent , r egi onal mat er i al s

1. 3 DELI VERY, STORAGE, AND HANDLI NG

Del i ver door s, f r ames, and accessor i es undamaged and wi t h pr ot ect i ve wr appi ngs or packagi ng. Pr ovi de t empor ar y st eel spr eader s secur el y f ast ened t o t he bot t om of each wel ded f r ame. St or e door s and f r ames on pl at f or ms under cover i n c l ean, dr y, vent i l at ed, and accessi bl e l ocat i ons, wi t h 1/ 4 inch ai r space bet ween door s. Remove damp or wet packagi ng i mmedi at el y and wi pe af f ect ed sur f aces dr y. Repl ace damaged mat er i al s wi t h new.

1. 4 PERFORMANCE REQUI REMENTS

1. 4. 1 Mi ni mum Ant i t er r or i sm Per f or mance Cr i t er i a

Ext er i or door s and f r ames must meet t he mi ni mum ant i t er r or i sm per f or mance cr i t er i a. Fast en door f r ames t o t he suppor t i ng st r uct ur e wi t h anchor s desi gned t o r esi st f or ces gener at ed by a 3- second dur at i on l oad, act i ng on t he ent i r e door and f r ame assembl y. Gl azi ng shal l be as speci f i ed i n Section 08 81 00 GLAZI NG.

1. 4. 2 Wi nd Loadi ng Desi gn Pr essur e

Desi gn door and f r ame component s, i ncl udi ng mul l i ons, har dwar e, and anchor s t o wi t hst and t he wi nd- l oadi ng desi gn pr essur e i ndi cat ed.

1. 5 SUSTAI NABLE DESI GN

See Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG f or pr oj ect r egi onal and r ecycl ed cont ent r equi r ement s. Pr oduct s i n t hi s Sect i on t hat cont r i but e t o t hese r equi r ement s may be avai l abl e. Submi t LEED pr oduct dat a f or al l cont r i but i ng mat er i al s.

PART 2 PRODUCTS

2. 1 STANDARD STEEL DOORS

SDI / DOOR A250. 8, physi cal per f or mance Level B, Model 1, wi t h cor e const r uct i on as r equi r ed by t he manuf act ur er f or ext er i or door s, of s i ze( s) and desi gn( s) i ndi cat ed. Pr epar e door s t o r ecei ve door har dwar e as speci f i ed i n Sect i on 08 71 00 DOOR HARDWARE. Under cut wher e i ndi cat ed.

Ext er i or door s shal l have t op edge cl osed f l ush and seal ed t o pr event wat er i nt r usi on. Wher e ver t i cal st i f f ener cor es ar e r equi r ed, t he space bet ween t he st i f f ener s shal l be f i l l ed wi t h mi ner al boar d i nsul at i on. Door s shal l be 1- 3/ 4 i nch t hi ck, unl ess ot her wi se i ndi cat ed. Pr ovi de ext er i or gl azi ng i n accor dance wi t h ASTM F2248 and ASTM E1300. Pr ovi de Level 2, except wher e i ndi cat ed ot her wi se.

2. 2 CUSTOM HOLLOW METAL DOORS

Pr ovi de cust om hol l ow met al door s wher e nonst andar d st eel door s ar e i ndi cat ed. At t he Cont r act or ' s opt i on, cust om hol l ow met al door s may be pr ovi ded i n l i eu of st andar d st eel door s. Door s i ze( s) , desi gn( s) , mat er i al s, const r uct i on, gages, and f i ni sh shal l be as speci f i ed f or

SECTI ON 08 11 13 Page 5 st andar d st eel door s and shal l compl y wi t h t he r equi r ement of NAAMM HMMA 810.

Fi l l al l spaces i n door s wi t h i nsul at i on. Cl ose t op and bot t om edges wi t h st eel channel s not l i ght er t han 16 gage. Cl ose t ops of ext er i or door s f l ush wi t h an addi t i onal channel and seal t o pr event wat er i nt r usi on.

Pr epar e door s t o r ecei ve har dwar e speci f i ed i n Sect i on 08 71 00 DOOR HARDWARE. Under cut door s wher e i ndi cat ed. Door s shal l be 1- 3/ 4 i nch t hi ck, unl ess ot her wi se i ndi cat ed.

Submi t manuf act ur er ' s descr i pt i ve l i t er at ur e, i ncl udi ng dat a and det ai l s on door const r uct i on, panel ( i nt er nal ) r ei nf or cement , i nsul at i on, door edge const r uct i on, and addi t i onal det ai l s and dat a suf f i c i ent f or compar i son t o SDI / DOOR A250. 8 r equi r ement s.

2. 3 I NSULATED STEEL DOOR SYSTEMS

I nsul at ed st eel door s shal l have a cor e of pol yur et hane f oam and an R f act or of 10. 0 or mor e ( based on a k val ue of 0. 16) ; f ace sheet s, edges, and f r ames of gal vani zed st eel not l i ght er t han 23 gage, 16 gage, and 16 gage r espect i vel y; magnet i c weat her st r i ppi ng; nonr emovabl e- pi n hi nges;

t her mal - br eak al umi num t hr eshol d; and vi nyl door bot t om. Door s and f r ames shal l r ecei ve phosphat e t r eat ment , r ust - i nhi bi t i ve pr i mer , and baked acr yl i c enamel f i ni sh. Door s shal l have been t est ed i n accor dance wi t h SDI / DOOR A250. 4 and shal l have met t he r equi r ement s f or Level C. Pr epar e door s t o r ecei ve speci f i ed har dwar e. Door s shal l be 1- 3/ 4 i nch t hi ck.

Pr ovi de i nsul at ed st eel door s and f r ames at al l ext er i or door s ( except at LEB) and wher e shown.

2. 4 SOUND RATED STEEL DOORS

Door s shal l have a Sound Tr ansmi ssi on Cl ass ( STC) as i ndi cat ed on t he drawings.

2. 5 MOLDINGS

Pr ovi de mol di ngs ar ound gl ass of i nt er i or and ext er i or door s. Pr ovi de nonr emovabl e mol di ngs on out s i de of ext er i or door s and on cor r i dor s i de of i nt er i or door s. Ot her mol di ngs may be st at i onar y or r emovabl e. Secur e i nsi de mol di ngs t o st at i onar y mol di ngs, or pr ovi de snap- on mol di ngs.

Munt i ns shal l i nt er l ock at i nt er sect i ons and shal l be f i t t ed and wel ded t o st at i onar y mol di ngs.

2. 6 I NSULATI ON CORES

I nsul at ed cor es shal l be of t ype speci f i ed, and pr ovi de an appar ent U- f act or of . 48 i n accor dance wi t h SDI / DOOR 113 and shal l conf or m t o:

a. Ri gi d Cel l ul ar Pol y i socyanur at e Foam: ASTM C591, Type I or I I , f oamed- i n- pl ace or i n boar d f or m, wi t h oxygen i ndex of not l ess t han 22 per cent when t est ed i n accor dance wi t h ASTM D2863; or

b. Ri gi d Pol yst yr ene Foam Boar d: ASTM C578, Type I or I I ; or

c. Mi ner al boar d: ASTM C612, Type I .

2. 7 STANDARD STEEL FRAMES

SDI / DOOR A250. 8, Level s 1 and 2, except as ot her wi se speci f i ed. For m f r ames t o s i zes and shapes i ndi cat ed, wi t h wel ded cor ner s. Pr ovi de st eel f r ames f or door s, t r ansoms, s i del i ght s, mul l i ons, cased openi ngs, and

SECTI ON 08 11 13 Page 6 i nt er i or gl azed panel s, unl ess ot her wi se i ndi cat ed.

2. 7. 1 Wel ded Fr ames

Cont i nuousl y wel d f r ame f aces at cor ner j oi nt s. Mechani cal l y i nt er l ock or cont i nuousl y wel d st ops and r abbet s. Gr i nd wel ds smoot h.

Wel d f r ames i n accor dance wi t h t he r ecommended pr act i ce of t he St r uct ur al Wel di ng Code Sect i ons 1 t hr ough 6, AWS D1. 1/ D1. 1M and i n accor dance wi t h t he pr act i ce speci f i ed by t he pr oducer of t he met al bei ng wel ded.

2. 7. 2 Mul l i ons and Tr ansom Bar s

Mul l i ons and t r ansom bar s shal l be c l osed or t ubul ar const r uct i on and be a member wi t h heads and j ambs but t - wel ded t her et o. Bot t om of door mul l i ons shal l have adj ust abl e f l oor anchor s and spr eader connect i ons.

2. 7. 3 St ops and Beads

For m st ops and beads f r om 20 gage st eel . Pr ovi de f or gl azed and ot her openi ngs i n st andar d st eel f r ames. Secur e beads t o f r ames wi t h oval - head, count er sunk Phi l l i ps sel f - t appi ng sheet met al scr ews or conceal ed c l i ps and f ast ener s. Space f ast ener s appr oxi mat el y 12 t o 16 i nch on cent er . Mi t er mol ded shapes at cor ner s. But t or mi t er squar e or r ect angul ar beads at corners.

2. 7. 4 Ter mi nat ed St ops

Wher e i ndi cat ed, t er mi nat e i nt er i or door f r ame st ops 6 i nch above f l oor .

2. 7. 5 Cased Openi ngs

Fabr i cat e f r ames f or cased openi ngs of same mat er i al , gage, and assembl y as speci f i ed f or met al door f r ames, except omi t door st ops and pr epar at i on f or hardware.

2. 7. 6 Anchor s

Pr ovi de anchor s t o secur e t he f r ame t o adj oi ni ng const r uct i on. Pr ovi de st eel anchor s, z i nc- coat ed or pai nt ed wi t h r ust - i nhi bi t i ve pai nt , not l i ght er t han 18 gage.

2. 7. 6. 1 Wal l Anchor s

Pr ovi de at l east t hr ee anchor s f or each j amb. For f r ames whi ch ar e mor e than 7. 5 f eet i n hei ght , pr ovi de one addi t i onal anchor f or each j amb f or each addi t i onal 2. 5 f eet or f r act i on t her eof .

a. Masonr y: Pr ovi de anchor s of cor r ugat ed or per f or at ed st eel st r aps or 3/ 16 i nch di amet er st eel wi r e, adj ust abl e or T- shaped;

b. St ud par t i t i ons: Wel d or ot her wi se secur el y f ast en anchor s t o backs of f r ames. Desi gn anchor s t o be f ast ened t o c l osed st eel st uds wi t h sheet met al scr ews, and t o open st eel s t uds by wi r i ng or wel di ng;

c. Compl et ed openi ngs: Secur e f r ames t o pr evi ousl y pl aced concr et e or masonr y wi t h expansi on bol t s i n accor dance wi t h SDI / DOOR 111.

SECTI ON 08 11 13 Page 7

2. 7. 6. 2 Fl oor Anchor s

Pr ovi de f l oor anchor s dr i l l ed f or 3/ 8 i nch anchor bol t s at bot t om of each j amb member . Wher e f l oor f i l l occur s, t er mi nat e bot t om of f r ames at t he i ndi cat ed f i ni shed f l oor l evel s and suppor t by adj ust abl e ext ensi on c l i ps r est i ng on and anchor ed t o t he st r uct ur al s l abs.

2. 7. 6. 3 Ther mal Br eak Fr ames

Pr ovi de ASTM C1363 t her mal br eak f r ames wher e shown on pl ans. Ther mal br eak shal l consi st of a 3/ 8" t hi ck posi t i ve t her mal bar r i er wi t h v i nyl compr essi on t ype weat her st r i ppi ng gasket . Pr ovi de appr opr i at e j amb anchor s adequat e f or t her mal br ake f r ame pr of i l e.

2. 8 FI RE DOORS AND FRAMES

NFPA 80 and t hi s speci f i cat i on. The r equi r ement s of NFPA 80 shal l t ake pr ecedence over det ai l s i ndi cat ed or speci f i ed.

2. 8. 1 Label s

Fi r e door s and f r ames shal l bear t he l abel of Under wr i t er s Labor at or i es ( UL) , Fact or y Mut ual Engi neer i ng and Resear ch ( FM) , or War nock Her sey I nt er nat i onal ( WHI ) at t est i ng t o t he r at i ng r equi r ed. Test i ng shal l be i n accor dance wi t h NFPA 252 or UL 10C. Label s shal l be met al wi t h r ai sed l et t er s, and shal l bear t he name or f i l e number of t he door and f r ame manuf act ur er . Label s shal l be per manent l y af f i xed at t he f act or y t o f r ames and t o t he hi nge edge of t he door . Door l abel s shal l not be pai nt ed.

2. 8. 2 Over si zed Door s

For f i r e door s and f r ames whi ch exceed t he s i ze f or whi ch t est i ng and l abel i ng ar e avai l abl e, f ur ni sh cer t i f i cat es st at i ng t hat t he door s and f r ames ar e i dent i cal i n desi gn, mat er i al s, and const r uct i on t o a door whi ch has been t est ed and meet s t he r equi r ement s f or t he c l ass i ndi cat ed.

*6

2. 8. 3 Fi r e- Rat ed St eel St or ef r ont

Fi r e- r at ed door and gl azed i nt er i or par t i t i on f r ami ng syst em, NFPA 80 and NFPA 251. Thi r t y mi nut e f i r e- r at ed wal l assembl y wi t h 20 mi nut e f i r e- r at ed door assembl i es. CLear f ul l v i s i on f i r e/ saf et y- r at ed gl ass.

2. 9 WEATHERSTRI PPI NG

As speci f i ed i n Sect i on 08 71 00 DOOR HARDWARE.

2. 10 HARDWARE PREPARATI ON

Pr ovi de mi ni mum har dwar e r ei nf or c i ng gages as speci f i ed i n SDI / DOOR A250. 6.

Dr i l l and t ap door s and f r ames t o r ecei ve f i ni sh har dwar e. Pr epar e door s and f r ames f or har dwar e i n accor dance wi t h t he appl i cabl e r equi r ement s of SDI / DOOR A250. 8 and SDI / DOOR A250. 6. For addi t i onal r equi r ement s r ef er t o ANSI / BHMA A156. 115. Dr i l l and t ap f or sur f ace- appl i ed har dwar e at t he pr oj ect s i t e. Bui l d addi t i onal r ei nf or c i ng f or sur f ace- appl i ed har dwar e i nt o t he door at t he f act or y. Locat e har dwar e i n accor dance wi t h t he r equi r ement s of SDI / DOOR A250. 8, as appl i cabl e. Punch door f r ames , wi t h t he except i on of f r ames t hat wi l l have weat her st r i ppi ng gasket i ng, t o r ecei ve a mi ni mum of t wo r ubber or v i nyl door s i l encer s on l ock s i de of s i ngl e door s and one si l encer f or each l eaf at heads of doubl e door s. Set

SECTI ON 08 11 13 Page 8 l ock st r i kes out t o pr ovi de c l ear ance f or s i l encer s.

2. 11 FI NI SHES

2. 11. 1 Fact or y- Pr i med Fi ni sh

Al l sur f aces of door s and f r ames shal l be t hor oughl y c l eaned, chemi cal l y t r eat ed and f act or y pr i med wi t h a r ust i nhi bi t i ng coat i ng as speci f i ed i n

SDI / DOOR A250. 8.

2. 11. 2 Hot - Di p Zi nc- Coat ed and Fact or y- Pr i med Fi ni sh

Fabr i cat e door s and f r ames f r om hot di pped zi nc coat ed st eel , al l oyed t ype, t hat compl i es wi t h ASTM A924/ A924Mand ASTM A653/ A653M. The coat i ng wei ght shal l meet or exceed t he mi ni mum r equi r ement s f or coat i ngs havi ng 0.4 ounces per squar e f oot , t ot al bot h s i des, i . e. , A40. Repai r damaged zi nc- coat ed sur f aces by t he appl i cat i on of z i nc dust pai nt . Thor oughl y c l ean and chemi cal l y t r eat t o ensur e maxi mum pai nt adhesi on. Fact or y pr i me as speci f i ed i n SDI / DOOR A250. 8. Pr ovi de f or ext er i or door s.

2. 11. 3 El ect r ol yt i c Zi nc- Coat ed Anchor s and Accessor i es

Pr ovi de el ect r ol yt i cal l y deposi t ed z i nc- coat ed st eel i n accor dance wi t h ASTM A879/ A879M, Commer ci al Qual i t y, Coat i ng Cl ass A. Phosphat e t r eat and f act or y pr i me zi nc- coat ed sur f aces as speci f i ed i n SDI / DOOR A250. 8.

2. 12 FABRI CATI ON AND WORKMANSHI P

Fi ni shed door s and f r ames shal l be st r ong and r i gi d, neat i n appear ance, and f r ee f r om def ect s, waves, scr at ches, cut s, dent s, r i dges, hol es, war p, and buckl e. Mol ded member s shal l be c l ean cut , st r ai ght , and t r ue, wi t h j oi nt s coped or mi t er ed, wel l f or med, and i n t r ue al i gnment . Dr ess exposed wel ded and sol der ed j oi nt s smoot h. Desi gn door f r ame sect i ons f or use wi t h t he wal l const r uct i on i ndi cat ed. Cor ner j oi nt s shal l be wel l f or med and i n t r ue al i gnment . Conceal f ast eni ngs wher e pr act i cabl e. Fr ames f or use i n sol i d pl ast er par t i t i ons shal l be wel ded const r uct i on. On wr apar ound f r ames f or masonr y par t i t i ons, pr ovi de a t hr oat openi ng 1/ 8 i nch l ar ger t han t he act ual masonr y t hi ckness. Desi gn ot her f r ames i n exposed masonr y wal l s or par t i t i ons t o al l ow suf f i c i ent space bet ween t he i nsi de back of t r i m and masonr y t o r ecei ve caul k i ng compound.

For f r ames i nst al l ed i n ext er i or wal l s and f i l l ed wi t h mor t ar or gr out , f i l l t he st ops wi t h st r i ps of r i gi d i nsul at i on t o keep t he gr out out of t he st ops and t o f ac i l i t at e i nst al l at i on of st op- appl i ed head and j amb seal s.

PART 3 EXECUTI ON

3. 1 I NSTALLATI ON

3. 1. 1 Fr ames

Set f r ames i n accor dance wi t h SDI / DOOR A250. 11. Pl umb, al i gn, and br ace secur el y unt i l per manent anchor s ar e set . Anchor bot t oms of f r ames wi t h expansi on bol t s or powder - act uat ed f ast ener s. Bui l d i n or secur e wal l anchor s t o adj oi ni ng const r uct i on. Wher e f r ames r equi r e cei l i ng st r ut s or over head br aci ng, anchor f r ames t o t he st r ut s or br aci ng. Backf i l l f r ames wi t h mor t ar . Coat i nsi de of f r ames wi t h cor r osi on- i nhi bi t i ng bi t umi nous mat er i al . For f r ames i n ext er i or wal l s, ensur e t hat st ops ar e f i l l ed wi t h r i gi d i nsul at i on bef or e gr out i s pl aced.

SECTI ON 08 11 13 Page 9

3. 1. 2 Door s

Hang door s i n accor dance wi t h c l ear ances speci f i ed i n SDI / DOOR A250. 8.

Af t er er ect i on and gl azi ng, c l ean and adj ust har dwar e.

3. 1. 3 Fi r e Door s and Fr ames

I nst al l f i r e door s and f r ames, i ncl udi ng har dwar e, i n accor dance wi t h

NFPA 80.

3. 2 PROTECTI ON

Pr ot ect door s and f r ames f r om damage. Repai r damaged door s and f r ames pr i or t o compl et i on and accept ance of t he pr oj ect or r epl ace wi t h new, as di r ect ed. Wi r e br ush r ust ed f r ames unt i l r ust i s r emoved. Cl ean t hor oughl y. Appl y an al l - over coat of r ust - i nhi bi t i ve pai nt of t he same t ype used f or shop coat .

3. 3 CLEANI NG

Upon compl et i on, c l ean exposed sur f aces of door s and f r ames t hor oughl y.

Remove mast i c smear s and ot her unsi ght l y mar ks.

- - End of Sect i on - -

SECTI ON 08 11 13 Page 10

SECTI ON TABLE OF CONTENTS

DI VI SI ON 08 - OPENI NGS

SECTI ON 08 11 16

ALUMI NUM DOORS AND FRAMES

08/08

PART 1 GENERAL

1. 1 REFERENCES

1. 2 PERFORMANCE REQUI REMENTS

1. 2. 1 St r uct ur al

1. 2. 2 Ai r I nf i l t r at i on

1. 2. 3 Wat er Penet r at i on

1. 2. 4 Ther mal Per f or mance

1. 2. 5 Mi ni mum Ant i t er r or i sm Per f or mance

1. 2. 5. 1 Comput at i onal Desi gn Anal ysi s Met hod

1. 2. 5. 2 Al t er nat e Dynami c Desi gn Anal ysi s Met hod

1. 2. 5. 3 St andar d Ai r bl ast Test Met hod

1. 3 SUBMI TTALS

1. 4 DELI VERY, STORAGE, AND HANDLI NG

1. 5 QUALI TY CONTROL

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

1. 5. 2 Fi ni sh Sampl e Requi r ement s

1. 5. 3 Desi gn Dat a Requi r ement s

1. 5. 4 Test Repor t Requi r ement s

1. 6 SUSTAI NABLE DESI GN

PART 2 PRODUCTS

2. 1 DOORS AND FRAMES

2. 2 MATERI ALS

2. 2. 1 Anchor s

2. 2. 2 Weat her st r i ppi ng

2. 2. 3 Al umi num Al l oy f or Door s and Fr ames

2. 2. 4 Fast ener s

2. 2. 5 St r uct ur al St eel

2. 2. 6 Al umi num Pai nt

2. 3 FABRI CATI ON

2. 3. 1 Al umi num Fr ames

2. 3. 2 Al umi num Door s

2. 3. 3 Wel di ng and Fast eni ng

2. 3. 4 Weat her st r i ppi ng

2. 3. 5 Anchor s

2. 3. 6 Pr ovi s i ons f or Har dwar e

2. 3. 7 Pr ovi s i ons f or Gl azi ng

2. 3. 8 Fi ni shes

2. 3. 8. 1 Anodi c Coat i ng

2. 3. 8. 2 Or gani c Coat i ng

2. 3. 9 Sol ar Shade ( Hor i zont al )

PART 3 EXECUTI ON

SECTI ON 08 11 16 Page 1

3. 1 I NSTALLATI ON

3. 2 PROTECTI ON FROM DI SSI MI LAR MATERI ALS

3. 2. 1 Di ss i mi l ar Met al s

3. 2. 2 Dr ai nage f r om Di ssi mi l ar Met al s

3. 2. 3 Masonr y and Concr et e

3. 2. 4 Wood or Ot her Absor pt i ve Mat er i al s

3. 3 CLEANI NG

3. 4 PROTECTI ON

SECTI ON 08 11 16 Page 2

SECTI ON 08 11 16

ALUMI NUM DOORS AND FRAMES

08/08

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.

ALUMI NUM ASSOCI ATI ON ( AA)

AA DAF45 ( 2003; Reaf f i r med 2009) Desi gnat i on Syst em f or Al umi num Fi ni shes

AMERI CAN ARCHI TECTURAL MANUFACTURERS ASSOCI ATI ON ( AAMA)

AAMA 2604 ( 2017a) Vol unt ar y Speci f i cat i on, Per f or mance Requi r ement s and Test Pr ocedur es f or Hi gh Per f or mance Or gani c Coat i ngs on Al umi num Ext r usi ons and Panel s

AAMA/ WDMA/ CSA 101/ I . S. 2/ A440 ( 2011; Updat e 1 2014) Nor t h Amer i can Fenest r at i on St andar d/ Speci f i cat i on f or Wi ndows, Door s, and Skyl i ght s

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 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 E1300 ( 2016) St andar d Pr act i ce f or Det er mi ni ng Load Resi st ance of Gl ass i n Bui l di ngs

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 F1642/ F1642M ( 2017) St andar d Test Met hod f or Gl azi ng and Gl azi ng Syst ems Subj ect t o Ai r bl ast Loadings

SECTI ON 08 11 16 Page 3

ASTM F2248 ( 2012) St andar d Pr act i ce f or Speci f y i ng an Equi val ent 3- Second Dur at i on Desi gn Loadi ng f or Bl ast Resi st ant Gl azi ng Fabr i cat ed wi t h Lami nat ed Gl ass

NATI ONAL FENESTRATI ON RATI NG COUNCI L ( NFRC)

NFRC 100 ( 2014) Pr ocedur e f or Det er mi ni ng Fenest r at i on Pr oduct U- Fact or s

NFRC 200 ( 2014) Pr ocedur e f or Det er mi ni ng Fenest r at i on Pr oduct Sol ar Heat Gai n Coef f i c i ent and Vi s i bl e Tr ansmi t t ance at Nor mal I nci dence

1. 2 PERFORMANCE REQUI REMENTS

1. 2. 1 St r uct ur al

Ext er i or door s, st or ef r ont , f r ames and har dwar e shal l be desi gned t o r esi st equi val ent st at i c desi gn l oads i n accor dance wi t h ASTM F1642/ F1642M. Fr ame def l ect i ons shal l not exceed L/ 160 of t he unsuppor t ed member l engt hs.

Equi val ent st at i c desi gn l oads f or connect i ons of wi ndow or door f r ame t o t he sur r oundi ng wal l s or har dwar e and associ at ed connect i ons, and gl azi ng st op connect i ons shal l be i n accor dance wi t h ASTM F2248 and ASTM E1300.

Desi gn suppor t i ng el ement s and t hei r connect i ons based on t hei r ul t i mat e capaci t i es. Pr ovi de calculations of a Pr of essi onal Engi neer t hat subst ant i at es compl i ance wi t h t hese r equi r ement s. Use f r ames t hat pr ovi de an equi val ent l evel of per f or mance. Shapes and t hi cknesses of f r ami ng member s shal l be suf f i c i ent t o wi t hst and a desi gn wi nd l oad of not l ess t han 30 pounds per squar e f oot of suppor t ed ar ea wi t h a def l ect i on of not mor e t han 1/ 175 t i mes t he l engt h of t he member and a saf et y f act or of not l ess t han 1. 65. Pr ovi de gl azi ng beads, mol di ngs, and t r i m of not l ess t han

0. 050 i nch nomi nal t hi ckness.

1. 2. 2 Ai r I nf i l t r at i on

When t est ed i n accor dance wi t h ASTM E283, ai r i nf i l t r at i on shal l not exceed

0. 06 cubi c f eet per mi nut e per squar e f oot of f i xed ar ea at a t est pr essur e of 6. 24 pounds per squar e f oot ( 50 mi l e per hour wi nd) .

1. 2. 3 Wat er Penet r at i on

When t est ed i n accor dance wi t h ASTM E331, t her e shal l be no wat er penet r at i on at a pr essur e of 8 pounds per squar e f oot of f i xed ar ea.

1. 2. 4 Ther mal Per f or mance

Non- r esi dent i al al umi num wi ndows ( i ncl udi ng f r ames and gl ass) shal l be cer t i f i ed by t he Nat i onal Fenest r at i on Rat i ng Counci l wi t h a whol e- wi ndow Sol ar Heat Gai n Coef f i c i ent ( SHGC) maxi mum of 0. 25 det er mi ned accor di ng t o

NFRC 200 pr ocedur es and a U- f act or maxi mum of 0. 55 Bt u/ hr - f t 2-F i n accor dance wi t h NFRC 100.

1. 2. 5 Mi ni mum Ant i t er r or i sm Per f or mance

Uni t s shal l meet t he mi ni mum ant i t er r or i sm per f or mance as speci f i ed i n t he par agr aphs bel ow. Conf or mance t o t he per f or mance r equi r ement s shal l be val i dat ed by one of t he f ol l owi ng met hods.

SECTI ON 08 11 16 Page 4

1. 2. 5. 1 Comput at i onal Desi gn Anal ysi s Met hod

Fr ames, mul l i ons, and sashes shal l be desi gned t o t he cr i t er i a l i s t ed her ei n. Comput at i onal desi gn anal ysi s shal l i ncl ude cal cul at i ons ver i f y i ng t he st r uct ur al per f or mance of each wi ndow pr oposed f or use, under t he gi ven st at i c equi val ent l oads.

Al umi num f r ami ng member s shal l r est r i c t def l ect i ons of t he edges of gl azi ng t hey suppor t t o L/ 60 under 2 t i mes t he gl azi ng r esi st ance per t he r equi r ement s of ASTM F2248 and ASTM E1300. Gl azi ng r esi st ance shal l be gr eat er t han equi val ent 3- second dur at i on l oadi ng of 50 pounds per squar e f oot ( psf ) . L denot es t he l engt h of t he gl azi ng suppor t ed edge. ( L i s t o be based on edge l engt h of gl azi ng i n f r ame and not on t he di st ance bet ween anchor s t hat f ast en f r ame t o t he st r uct ur e. )

The gl azi ng f r ame bi t e f or t he f r ames shal l be i n accor dance wi t h ASTM F2248.

Fr ames shal l be anchor ed t o t he suppor t i ng st r uct ur e wi t h anchor s desi gned t o r esi st t wo t i mes ( 2X) t he gl azi ng r esi st ance i n accor dance wi t h ASTM F2248 and ASTM E1300.

1. 2. 5. 2 Al t er nat e Dynami c Desi gn Anal ysi s Met hod

As an al t er nat i ve t o t he st at i c equi val ent l oad desi gn appr oach descr i bed above, r ami ng member s, anchor s, and gl azi ng may be desi gned usi ng a dynami c anal ysi s t o pr ove t he syst em wi l l pr ovi de per f or mance equi val ent t o or bet t er t han a ver y l ow hazar d r at i ng i n accor dance wi t h ASTM F1642/ F1642M associ at ed wi t h t he appl i cabl e l ow l evel of pr ot ect i on f or t he pr oj ect .

1. 2. 5. 3 St andar d Ai r bl ast Test Met hod

As an al t er nat i ve t o ei t her of t he Comput at i onal Desi gn Anal ysi s Met hods, each Mi ni mum Ant i t er r or i sm uni t t ype shal l be t est ed f or eval uat i on of hazar ds gener at ed f r om ai r bl ast l oadi ng i n accor dance wi t h ASTM F1642/ F1642M by an i ndependent t est i ng agency r egul ar l y engaged i n bl ast t est i ng. For pr oposed syst ems t hat ar e of t he same t ype as t he t est ed syst em but of di f f er ent s i ze, t he t est r esul t s may be accept ed pr ovi ded t he pr oposed si ze i s wi t hi n t he r ange f r om 25 per cent smal l er t o 10 per cent l ar ger i n ar ea, t han t he t est ed uni t . Pr oposed uni t s of a s i ze out s i de t hi s r ange shal l r equi r e t est i ng t o eval uat e t hei r hazar d r at i ng. Test i ng may be by shockt ube or ar ena t est . The t est shal l be per f or med on t he ent i r e pr oposed st or ef r ont syst em, whi ch shal l i ncl ude, but not be l i mi t ed t o, t he gl azi ng, i t s f r ami ng syst em, oper at i ng devi ces, and al l anchor age devi ces.

Anchor age of t he f r ame or subf r ame shal l r epl i cat e t he met hod of i nst al l at i on t o be used f or t he pr oj ect . The mi ni mum ai r bl ast l oadi ng par amet er s f or t he t est shal l be as f ol l ows: Peak posi t i ve pr essur e of 40 kPa and posi t i ve phase i mpul se of 285 kPa- msec. The hazar d r at i ng f or t he pr oposed st or ef r ont syst ems, as det er mi ned by t he r at i ng cr i t er i a of ASTM F1642/ F1642M, shal l not exceed t he " Ver y Low Hazar d" r at i ng ( i . e. t he " No Br eak" , " No Hazar d" , " Mi ni mal Hazar d" and " Ver y Low Hazar d" r at i ngs ar e accept abl e. " Low Hazar d" and " Hi gh Hazar d" r at i ngs ar e unaccept abl e) .

Resul t s of syst ems pr evi ousl y t est ed by t est pr ot ocol s ot her t han ASTM F1642/ F1642M may be accept ed pr ovi ded t he r equi r ed l oadi ng, hazar d l evel r at i ng, and si ze l i mi t at i ons st at ed her ei n ar e met .

1. 3 SUBMI TTALS

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

SECTI ON 08 11 16 Page 5 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 . The f ol l owi ng shal l be submi t t ed i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 02 Shop Dr awi ngs

Door s, wi ndows and f r ames; G, RO

SD- 03 Pr oduct Dat a

LEED dat a f or r ecycl ed cont ent , r egi onal mat er i al s.

SD- 04 Sampl es

Fi ni sh sampl e

SD- 05 Desi gn Dat a

Calculations Desi gn Anal ysi s; G, RO

SD- 06 Test Repor t s

Mi ni mum Condensat i on Resi st ance Fact or St andar d Ai r bl ast Test ; G, RO

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

Door s and f r ames

1. 4 DELI VERY, STORAGE, AND HANDLI NG

I nspect mat er i al s del i ver ed t o t he s i t e f or damage. Unl oad and st or e wi t h mi ni mum handl i ng. Pr ovi de st or age space i n dr y l ocat i on wi t h adequat e vent i l at i on, f r ee f r om dust or wat er , and easi l y accessi bl e f or i nspect i on and handl i ng. St ack mat er i al s on nonabsor pt i ve st r i ps or wood pl at f or ms.

Do not cover door s and f r ames wi t h t ar ps, pol yet hyl ene f i l m, or s i mi l ar cover i ngs. Pr ot ect f i ni shed sur f aces dur i ng shi ppi ng and handl i ng usi ng manuf act ur er ' s st andar d met hod, except t hat no coat i ngs or l acquer s shal l be appl i ed t o sur f aces t o whi ch cal k i ng and gl azi ng compounds must adher e.

1. 5 QUALI TY CONTROL

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

Dr awi ngs shal l i ndi cat e el evat i ons of door s, wi ndows and f r ames, f ul l - s i ze sect i ons, t hi ckness and gages of met al , f ast eni ngs, pr oposed met hod of anchor i ng, s i ze and spaci ng of anchor s, det ai l s of const r uct i on, met hod of gl azi ng, det ai l s of oper at i ng har dwar e, mul l i on det ai l s , met hod and mat er i al s f or weat her st r i ppi ng, mat er i al and met hod of at t achi ng subf r ames, at t achment of sol ar shade, t r i m, i nst al l at i on det ai l s , and ot her r el at ed items.

1. 5. 2 Fi ni sh Sampl e Requi r ement s

Submi t col or char t of st andar d f act or y- f i ni sh col or coat i ngs.

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1. 5. 3 Desi gn Dat a Requi r ement s

Submi t cal cul at i ons t o subst ant i at e compl i ance wi t h def l ect i on r equi r ement s and Mi ni mum Ant i t er r or i sm Per f or mance cr i t er i a. A r egi st er ed Pr of essi onal Engi neer shal l pr ovi de cal cul at i ons.

Submit desi gn anal ysi s wi t h cal cul at i ons showi ng t hat t he desi gn of each di f f er ent s i ze and t ype of al umi num wi ndow uni t and i t s anchor age t o t he st r uct ur e meet s t he r equi r ement s of Par agr aph " Mi ni mum Ant i t er r or i sm Per f or mance Cr i t er i a" . Cal cul at i ons ver i f y i ng t he st r uct ur al per f or mance of each wi ndow pr oposed f or use, under t he gi ven l oads, shal l be pr epar ed and si gned by a r egi st er ed pr of essi onal engi neer . Ref l ect t he wi ndow component s and anchor age devi ces t o t he st r uct ur e, as det er mi ned by t he desi gn anal ysi s, i n t he shop dr awi ngs.

1. 5. 4 Test Repor t Requi r ement s

Submi t t est r epor t s f or each t ype of wi ndow at t est i ng t hat i dent i cal wi ndows have been t est ed and meet t he r equi r ement s speci f i ed her ei n f or conf or mance t o AAMA/ WDMA/ CSA 101/ I . S. 2/ A440 i ncl udi ng t est s i ze, minimum condensat i on r esi st ance f act or ( CRF) , and, f or Mi ni mum Ant i t er r or i sm wi ndows, i n l i eu of a Desi gn Anal ysi s, r esul t s of a St andar d Ai r bl ast Test .

1. 6 SUSTAI NABLE DESI GN

See Sect i on 01 33 29 SUSTAI NABI LI TY REPORTI NG f or pr oj ect r egi onal and r ecycl ed cont ent r equi r ement s. Pr oduct s i n t hi s sect i on t hat cont r i but e t o t hese r equi r ement s may be avai l abl e. Submi t LEED pr oduct dat a f or al l cont r i but i ng mat er i al s.

PART 2 PRODUCTS

2. 1 DOORS AND FRAMES

Swi ng- t ype al umi num door s and f r ames of s i ze, desi gn, and l ocat i on i ndi cat ed. Pr ovi de door s compl et e wi t h f r ames, f r ami ng member s, subf r ames, t r ansoms, adj oi ni ng s i del i ght s, adj oi ni ng ( st or ef r ont ) wi ndow wal l , t r i m, and accessor i es. Pr ovi de St or ef r ont compl et e wi t h f r ames, f r ami ng member s, subf r ames, sol ar shades, t r i m and accessor i es.

2. 2 MATERI ALS

2. 2. 1 Anchor s

St ai nl ess st eel or st eel wi t h hot - di pped gal vani zed f i ni sh.

2. 2. 2 Weat her st r i ppi ng

Cont i nuous wool pi l e, s i l i cone t r eat ed, or t ype r ecommended by door manufacturer.

2. 2. 3 Al umi num Al l oy f or Door s and Fr ames

ASTM B221, Al l oy 6063- T5 f or ext r usi ons. ASTM B209, al l oy and t emper best sui t ed f or al umi num sheet s and st r i ps.

2. 2. 4 Fast ener s

Har d al umi num or st ai nl ess st eel .

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2. 2. 5 St r uct ur al St eel

ASTM A36/ A36M.

2. 2. 6 Al umi num Pai nt

Al umi num door manuf act ur er ' s st andar d al umi num pai nt .

2. 3 FABRI CATI ON

2. 3. 1 Al umi num Fr ames

Ext r uded al umi num shapes wi t h cont our s appr oxi mat el y as i ndi cat ed. Pr ovi de r emovabl e gl ass st ops and gl azi ng beads f or f r ames accommodat i ng f i xed gl ass. Use count er sunk st ai nl ess st eel Phi l l i ps scr ews f or exposed f ast eni ngs, and space not mor e t han 12 i nches on cent er . Mi l l j oi nt s i n f r ame member s t o a hai r l i ne f i t , r ei nf or ce, and secur e mechani cal l y .

2. 3. 2 Al umi num Door s

Of t ype, s i ze, and desi gn i ndi cat ed and not l ess t han 1- 3/ 4 i nch t hi ck.

Mi ni mum wal l t hi ckness, 0. 125 i nch, except beads and t r i m, 0. 050 i nch. Door s i zes shown ar e nomi nal and shal l i ncl ude st andar d c l ear ances as f ol l ows:

0. 093 i nch at hi nge and l ock st i l es, 0. 125 i nch bet ween meet i ng st i l es,

0. 125 i nch at t op r ai l s , 0. 187 i nch bet ween bot t om and t hr eshol d, and 0. 687 inch bet ween bot t om and f l oor . Bevel s i ngl e- act i ng door s 0. 063 or 0. 125 inch at l ock, hi nge, and meet i ng st i l e edges. Doubl e- act i ng door s shal l have r ounded edges at hi nge st i l e, l ock st i l e, and meet i ng st i l e edges.

Ful l gl azed st i l e and r ai l door s shal l have wi de st i l es and r ai l s as i ndi cat ed. Fabr i cat e f r om ext r uded al umi num hol l ow seaml ess t ubes or f r om a combi nat i on of open- shaped member s i nt er l ocked or wel ded t oget her . Fast en t op and bot t om r ai l t oget her by means of wel di ng or by 3/ 8 or 1/ 2 i nch di amet er cadmi um- pl at ed t ensi oned st eel t i e r ods. Pr ovi de an adj ust abl e mechani sm of j ack scr ews or ot her met hods i n t he t op r ai l t o al l ow f or mi nor c l ear ance adj ust ment s af t er i nst al l at i on.

2. 3. 3 Wel di ng and Fast eni ng

Wher e possi bl e, l ocat e wel ds on unexposed sur f aces. Dr ess wel ds on exposed sur f aces smoot hl y. Sel ect wel di ng r ods, f i l l er wi r e, and f l ux t o pr oduce a uni f or m t ext ur e and col or i n f i ni shed wor k. Remove f l ux and spat t er f r om sur f aces i mmedi at el y af t er wel di ng. Exposed scr ews or bol t s wi l l be per mi t t ed onl y i n i nconspi cuous l ocat i ons, and shal l have count er sunk heads. Wel d conceal ed r ei nf or cement s f or har dwar e i n pl ace.

2. 3. 4 Weat her st r i ppi ng

Pr ovi de on st i l es and r ai l s of ext er i or door s. Fi t i nt o s l ot s whi ch ar e i nt egr al wi t h door s or f r ames. Weat her st r i ppi ng shal l be r epl aceabl e wi t hout speci al t ool s, and adj ust abl e at meet i ng r ai l s of pai r s of door s.

I nst al l at i on shal l al l ow door s t o swi ng f r eel y and cl ose posi t i vel y. Ai r l eakage of a s i ngl e l eaf weat her st r i pped door shal l not exceed 1. 25 cubi c f eet per mi nut e of ai r per squar e f oot of door ar ea when t est ed i n accor dance wi t h ASTM E283.

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2. 3. 5 Anchor s

On t he backs of subf r ames, pr ovi de anchor s of t he s i zes and shapes i ndi cat ed f or secur i ng subf r ames t o adj acent const r uct i on. Anchor t r ansom bar s at ends and mul l i ons at head and si l l . Rei nf or ce ver t i cal mul l i ons wi t h st r uct ur al st eel member s of suf f i c i ent l engt h t o ext end up t o t he over head st r uct ur al s l ab or f r ami ng and secur e t her et o as needed t o meet per f or mance r equi r ement s. Rei nf or ce and anchor f r eest andi ng door f r ames t o f l oor const r uct i on as i ndi cat ed on appr oved shop dr awi ngs and i n accor dance wi t h manuf act ur er ' s r ecommendat i on. Pl ace anchor s near t op and bot t om of each j amb and at i nt er medi at e poi nt s not mor e t han 25 i nch apar t .

2. 3. 6 Pr ovi s i ons f or Har dwar e

Coor di nat e wi t h Sect i on 08 71 00 DOOR HARDWARE. Del i ver har dwar e t empl at es and har dwar e ( except f i el d- appl i ed har dwar e) t o t he door manuf act ur er f or use i n f abr i cat i on of al umi num door s and f r ames. Cut , r ei nf or ce, dr i l l , and t ap door s and f r ames at t he f act or y t o r ecei ve t empl at e har dwar e.

Pr ovi de door s t o r ecei ve sur f ace- appl i ed har dwar e, except push pl at es, k i ck pl at es, and mop pl at es, wi t h r ei nf or c i ng onl y; dr i l l and t ap i n t he f i el d.

Pr ovi de har dwar e r ei nf or cement s of st ai nl ess st eel or st eel wi t h hot - di pped gal vani zed f i ni sh, and secur e wi t h st ai nl ess st eel scr ews.

2. 3. 7 Pr ovi s i ons f or Gl azi ng

Pr ovi de ext r uded al umi num snap- i n gl azi ng beads on i nt er i or s i de of door s.

Pr ovi de ext r uded al umi num, t hef t - pr oof , snap- i n gl azi ng beads or f i xed gl azi ng beads on ext er i or or secur i t y s i de of door s. Gl azi ng beads shal l have v i nyl i nser t gl azi ng gasket s. Desi gn gl azi ng beads t o r ecei ve gl ass of t hi ckness i ndi cat ed or speci f i ed.

2. 3. 8 Fi ni shes

Pr ovi de exposed al umi num sur f aces wi t h f act or y f i ni sh of anodi c or or gani c coating.

2. 3. 8. 1 Anodi c Coat i ng

Cl ean exposed al umi num sur f aces and pr ovi de an anodi zed f i ni sh conf or mi ng to AA DAF45. Fi ni sh shal l be i nt egr al col or - anodi zed, desi gnat i on AA- M10- C22- A42, Ar chi t ect ur al Cl ass I 0. 7 mi l or t hi cker . Col or shal l be as i ndi cat ed i n Sect i on 09 06 00 SCHEDULES FOR FI NI SHES.

2. 3. 8. 2 Or gani c Coat i ng

Cl ean and pr i me exposed al umi num sur f aces. Pr ovi de a hi gh- per f or mance f i ni sh i n accor dance wi t h AAMA 2604 wi t h t ot al dr y f i l m t hi ckness of not l ess t han 1. 2 mi l s . The f i ni sh col or shal l be as i ndi cat ed i n Sect i on

09 06 00 SCHEDULES FOR FI NI SHES.

2. 3. 9 Sol ar Shade ( Hor i zont al )

Pr ovi de Al umi num Door and Fr ame Manuf act ur er s st andar d Sol ar Shade t hat i s an i nt egr al assembl y at t ached t o and suppor t ed by t he st or ef r ont f r ami ng.

The Manuf act ur er shal l war r ant t he desi gn t he same as t he door and st or ef r ont uni t s .