2024.08.15_TX-ANG_149TH MISSION TRAINING CENTER_REVISED B3_VOL 2 SPECIFICATIONS.pdf

Type B-3

Specifications (100%)

NGB Contract: W9133L16D0005

Task Order: W912L1-19-F-0014

TX ANG PN: KELL189014

15 AUGUST 2024

PROJECT MANUAL

15 AUGUST 2024

F-16 Mission Training Center

PN: KELL169014

Joint Base San Antonio, Kelly Annex, TX

Civil Structural

Architectural Fire Protection

Mechanical Electrical document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

J.T.

LITTLE JR.

20555

MICHAEL

JAMES

TURNER

a5815 document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436

Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com

JASON

MARK

ELLIOTT

30719

MERRITT

NEAL

OLMSTEAD

19139

NGBJV- TX ANG MI SSI ON TRAI NI NG CENTER PN KELL189014

KELLY FI ELD ANNEX 100% CONTRACT DOCUMENTS, 15 AUGUST 2024

PROJECT TABLE OF CONTENTS

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

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

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRI CTI ONS

01 20 00. 00 20 PRI CE AND PAYMENT PROCEDURES

01 30 00 ADMI NI STRATI VE REQUI REMENTS

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

01 33 00 SUBMI TTAL PROCEDURES

01 33 29 SUSTAI NABI LI TY REQUI REMENTS AND REPORTI NG

01 33 39. 10 ADVANCED MODELI NG ( BI M/ CI M/ GI S/ CAD) REQUI REMENTS

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00 QUALI TY CONTROL

01 45 35 SPECI AL I NSPECTI ONS

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

01 57 19 ENVI RONMENTAL CONTROLS

01 58 00 PROJECT I DENTI FI CATI ON

01 74 19 CONSTRUCTI ON WASTE MANAGEMENT AND DI SPOSAL

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

01 78 24. 00 10 FACI LI TY DATA REQUI REMENTS

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

01 91 19 BUI LDI NG ENCLOSURE COMMI SSI ONI NG

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

02 41 00 DEMOLI TI ON

02 41 19 SELECTI VE DEMOLI TI ON

DI VI SI ON 03 - CONCRETE

03 30 00 CAST- I N- PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNI T MASONRY

DI VI SI ON 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOI ST FRAMI NG

05 30 00 STEEL DECKS

05 40 00 COLD- FORMED METAL FRAMI NG

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 33 METAL LADDERS

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

06 10 00 ROUGH CARPENTRY

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

06 61 16 SOLI D SURFACI NG FABRI CATI ONS

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

DOCUMENT PROJECT Page 1

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

07 13 53 ELASTOMERI C SHEET WATERPROOFI NG

07 17 00 BENTONI TE WATERPROOFI NG

07 21 13 BOARD AND BLOCK I NSULATI ON

07 21 16 MI NERAL FI BER BLANKET I NSULATI ON

07 27 10 BUI LDI NG AI R BARRI ER SYSTEM

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

07 27 36 SPRAY FOAM AI R BARRI ERS

07 42 63 FABRI CATED WALL PANEL ASSEMBLI ES

07 60 00 FLASHI NG AND SHEET METAL

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

07 84 00 FI RESTOPPI NG

07 92 00 JOI NT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLI ES

08 41 13 ALUMI NUM- FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZI NG

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 62 38 STATI C- CONTROL FLOORI NG

09 65 00 RESI LI ENT FLOORI NG

09 67 23. 15 FUEL RESI STI VE RESI NOUS FLOORI NG, 3- COAT SYSTEM

09 68 00 CARPETI NG

09 69 13 RI GI D GRI D ACCESS FLOORI NG

09 90 00 PAI NTS AND COATI NGS

09 96 00 HI GH- PERFORMANCE COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00. 20 I NTERI OR SI GNAGE

10 14 01 EXTERI 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 44 16 FI RE EXTI NGUI SHERS

10 51 13 METAL LOCKERS

10 51 16 CELL PHONE LOCKERS

DI VI SI ON 11 - EQUI PMENT

11 94 10 ROOFTOP FALL PROTECTI ON ANCHORS

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 ROLLER WI NDOW SHADES

12 61 13 UPHOLSTERED AUDI ENCE SEATI NG

DOCUMENT PROJECT Page 2

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 49 21 RADI O FREQUENCY ( RF) SHI ELDI NG

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13. 00 10 WET PI PE SPRI NKLER SYSTEM, FI RE PROTECTI ON

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

EQUI PMENT

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. 02 BACNET 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 52 00 HEATI NG BOI LERS

23 64 10 WATER CHI LLERS, VAPOR COMPRESSI ON TYPE

23 64 26 CHI LLED WATER PI PI NG SYSTEMS

23 81 23. 00 20 COMPUTER ROOM AI R CONDI TI ONI NG UNI TS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11. 01 CYBERSECURI TY FOR LOW I MPACT HVAC CONTROL SYSTEMS

25 05 11. 02 CYBERSECURI TY FOR LOW I MPACT LI GHTI NG CONTROL SYSTEMS

25 05 11. 03 CYBERSECURI TY FOR MODERATE I MPACT ELECTRONI C SECURI TY

SYSTEMS ( ESS)

25 05 11. 04 CYBERSECURI TY FOR MODERATE I MPACT FI RE PROTECTI ON CONTROL

SYSTEMS

25 10 10 UTI LI TY MONI TORI NG AND CONTROL SYSTEM ( UMCS) FRONT END AND

I NTEGRATI ON

DI VI SI ON 26 - ELECTRI CAL

26 05 73 POWER SYSTEM STUDI ES

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 24 13 SWI TCHBOARDS

26 27 13. 10 30 ELECTRI C METERS

26 29 23 ADJUSTABLE SPEED DRI VE ( ASD) SYSTEMS UNDER 600 VOLTS

26 35 34 ELECTROMAGNETI C FI LTERS

26 36 00 MANUAL TRANSFER SWI TCHES

26 41 00 LI GHTNI NG PROTECTI ON SYSTEM

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

26 51 00 I NTERI OR LI GHTI NG

26 56 00 EXTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 14. 00 10 CABLE TELEVI SI ON PREMI SES DI STRI BUTI ON SYSTEM

DOCUMENT PROJECT Page 3

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

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

28 10 05 ELECTRONI C SECURI TY SYSTEMS ( ESS)

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

ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 21 GEOGRI D SOI L REI NFORCEMENT

31 32 19. 13 GEOGRI D SOI L STABI LI ZATI ON

31 63 29 DRI LLED CONCRETE PI ERS AND SHAFTS

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19. 61 SEALI NG OF JOI NTS I N RI GI D PAVEMENT

32 11 20 BASE COURSE FOR SI DEWALK AND SUBBASE FOR FLEXI BLE PAVI NG

32 12 13 BI TUMI NOUS TACK AND PRI ME COATS

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

32 12 16. 16 ROAD- MI X ASPHALT PAVI NG

32 13 14. 13 CONCRETE PAVI NG FOR AI RFI ELDS AND OTHER HEAVY DUTY

PAVEMENTS

32 14 13. 13 I NTERLOCKI NG PRECAST CONCRETE UNI T PAVI NG

32 15 00 AGGREGATE SURFACI NG

32 16 19 CONCRETE CURBS, GUTTERS AND SI DEWALKS

32 17 23 PAVEMENT MARKI NGS

32 31 13 CHAI N LI NK FENCES AND GATES

32 92 19 SEEDI NG

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORMWATER UTI LI TI ES

33 46 16 SUBDRAI NAGE PI PI NG

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

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

DI VI SI ON 46 - WATER AND WASTEWATER EQUI PMENT

46 25 14 COALESCI NG OI L- WATER SEPARATORS

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

DOCUMENT PROJECT Page 4

SECTI ON 21 13 13. 00

WET PI PE SPRI NKLER SYSTEM, FI RE PROTECTI ON

05/ 09

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 SOCI ETY OF SANI TARY ENGI NEERI NG ( ASSE)

ASSE 1015 ( 2011) Per f or mance Requi r ement s f or Doubl e Check Backf l ow Pr event i on Assembl i es and Doubl e Check Fi r e Pr ot ect i on Backf l ow Pr event i on Assembl i es - ( ANSI appr oved 2010)

AMERI CAN WATER WORKS ASSOCI ATI ON ( AWWA)

AWWA C104/ A21. 4 ( 2022) Cement - Mor t ar Li ni ng f or Duct i l e- I r on Pi pe and Fi t t i ngs f or Wat er

AWWA C110/ A21. 10 ( 2021) Duct i l e- I r on and Gr ay- I r on Fi t t i ngs f or Wat er

AWWA C111/ A21. 11 ( 2017) Rubber - Gasket Joi nt s f or Duct i l e- I r on Pr essur e Pi pe and Fi t t i ngs

AWWA C203 ( 2020) Coal - Tar Pr ot ect i ve Coat i ngs and Li ni ngs f or St eel Wat er Pi pel i nes - Enamel and Tape - Hot - Appl i ed

AMERI CAN SOCI ETY OF MECHANI CAL ENGI NEERS ( ASME)

ASME A13. 1 ( 2023) Scheme f or t he I dent i f i cat i on of Pi pi ng Syst ems

ASME B16. 1 ( 2020) Gr ay I r on Pi pe Fl anges and Fl anged Fi t t i ngs Cl asses 25, 125, and 250

ASME B16. 11 ( 2016) For ged Fi t t i ngs, Socket - Wel di ng and Thr eaded

ASME B16. 21 ( 2021) Nonmet al l i c Fl at Gasket s f or Pi pe Fl anges

ASME B16. 3 ( 2021) Mal l eabl e I r on Thr eaded Fi t t i ngs, Cl asses 150 and 300

ASME B16. 4 ( 2021) Gr ay I r on Thr eaded Fi t t i ngs;

Cl asses 125 and 250

ASME B16. 9 ( 2012) St andar d f or Fact or y- Made Wr ought

SECTI ON 21 13 13. 00 10 Page 1

St eel But t wel di ng Fi t t i ngs

ASME B18. 2. 2 ( 2022) Nut s f or Gener al Appl i cat i ons:

Machi ne Scr ew Nut s, and Hex, Squar e, Hex Fl ange, and Coupl i ng Nut s ( I nch Ser i es)

ASTM I NTERNATI ONAL ( ASTM)

ASTM A135/ A135M ( 2021) St andar d Speci f i cat i on f or El ect r i c- Resi st ance- Wel ded St eel Pi pe

ASTM A183 ( 2014) St andar d Speci f i cat i on f or Car bon St eel Tr ack Bol t s and Nut s

ASTM A193/ A193M ( 2023) 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 A449 ( 2023) St andar d Speci f i cat i on f or Hex Cap Scr ews, Bol t s, and St uds, St eel , Heat Tr eat ed, 120/ 105/ 90 ksi Mi ni mum Tensi l e St r engt h, Gener al Use

ASTM A47/ A47M ( 1999; R 2022; E 2022) St andar d Speci f i cat i on f or Fer r i t i c Mal l eabl e I r on Cast i ngs

ASTM A53/ A53M ( 2022) 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 A536 ( 1984; R 2019; E 2019) St andar d Speci f i cat i on f or Duct i l e I r on Cast i ngs

ASTM A563 ( 2021; E 2022a) St andar d Speci f i cat i on f or Car bon and Al l oy St eel Nut s

ASTM A795/ A795M ( 2013) St andar d Speci f i cat i on f or Bl ack and Hot - Di pped Zi nc- Coat ed ( Gal vani zed) Wel ded and Seaml ess St eel Pi pe f or Fi r e Pr ot ect i on Use

ASTM F436 ( 2011) Har dened St eel Washer s

U. S. DEPARTMENT OF DEFENSE ( DOD)

MI L- STD- 101 ( 2014; Rev C) Col or Code f or Pi pel i nes and f or Compr essed Gas Cyl i nder s

FM GLOBAL ( FM)

FM APP GUI DE ( updat ed on- l i ne) Appr oval Gui de ht t p: / / www. appr oval gui de. com/

MANUFACTURERS STANDARDI ZATI ON SOCI ETY OF THE VALVE AND FI TTI NGS

I NDUSTRY ( MSS)

MSS SP- 71 ( 2018) Gr ay I r on Swi ng Check Val ves, SECTI ON 21 13 13. 00 10 Page 2

Fl anged and Thr eaded Ends

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

NFPA 101 ( 2021; TI A 21- 1) Li f e Saf et y Code

NFPA 13 ( 2022) St andar d f or t he I nst al l at i on of Spr i nkl er Syst ems

NFPA 1963 ( 2019) St andar d f or Fi r e Hose Connect i ons

NFPA 24 ( 2022) St andar d f or t he I nst al l at i on of Pr i vat e Fi r e Ser vi ce Mai ns and Thei r Appur t enances

NATI ONAL I NSTI TUTE FOR CERTI FI CATI ON I N ENGI NEERI NG TECHNOLOGI ES

( NI CET)

NI CET 1014- 7 ( 2010) Pr ogr am Det ai l Manual f or Cer t i f i cat i on i n t he Fi el d of Fi r e Pr ot ect i on Engi neer i ng Technol ogy ( Fi el d Code 003) Subf i el d of Aut omat i c Spr i nkl er Syst em Layout

U. S. DEPARTMENT OF DEFENSE ( DOD)

UFC 3- 600- 01 ( 2016; wi t h Change 6, 2021) Fi r e Pr ot ect i on Engi neer i ng f or Faci l i t i es

UNDERWRI TERS LABORATORI ES ( UL)

UL 668 ( 2004; Repr i nt Jul 2016) UL St andar d f or Saf et y Hose Val ves f or Fi r e- Pr ot ect i on Ser vi ce

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

UL Fi r e Pr ot Di r ( 2012) Fi r e Pr ot ect i on Equi pment Di r ect or y

1. 2 SYSTEM DESCRI PTI ON

Fur ni sh pi pi ng, of f set s, f i t t i ngs, and any ot her accessor i es as r equi r ed t o pr ovi de a compl et e i nst al l at i on and t o el i mi nat e i nt er f er ence wi t h ot her const r uct i on. I nst al l spr i nkl er syst em over and under duct s, pi pi ng and pl at f or ms when such equi pment can negat i vel y ef f ect or di sr upt t he spr i nkl er di schar ge pat t er n and cover age. Pr ovi de wet pi pe spr i nkl er syst em i n al l ar eas of t he bui l di ng. The syst em shal l be desi gned and i nst al l ed i n accor dance wi t h UFC 3- 600- 01 and NFPA 13. Pi pe si zes whi ch ar e not i ndi cat ed on dr awi ngs shal l be det er mi ned by hydr aul i c cal cul at i on. Desi gn any por t i ons of t he spr i nkl er syst em t hat ar e not i ndi cat ed on t he dr awi ngs i ncl udi ng l ocat i ng spr i nkl er s, pi pi ng and equi pment , and si ze pi pi ng and equi pment when t hi s i nf or mat i on i s not i ndi cat ed on t he dr awi ngs or i s not speci f i ed her ei n. The desi gn of t he spr i nkl er syst em shal l be based on hydr aul i c cal cul at i ons, UFC 3- 600- 01, and t he ot her pr ovi s i ons speci f i ed her ei n.

SECTI ON 21 13 13. 00 10 Page 3

1. 2. 1 Hydr aul i c Desi gn

Hydr aul i cal l y desi gn t he syst em t o di schar ge a mi ni mum densi t y over t he hydr aul i cal l y most demandi ng f l oor ar ea, det er mi ned as r equi r ed by UFC 3- 600- 01 and t he dr awi ngs. Li ght Hazar d ar eas shal l be 0. 1 gpm/ sf over 1, 500 sf , K=5. 6 spr i nkl er s. Or di nar y Hazar d shal l be 0. 2 gpm/ sf over 2, 500 sf wi t h K=8 spr i nkl er s. Do not use ar ea r educt i ons bel ow t hose i n UFC 3- 600- 01 Tabl e 9- 3. For ar eas wi t h cei l i ng hei ght s over 30 f eet , ut i l i ze K=11. 2 spr i nkl er s. The mi ni mum pi pe si ze f or br anch l i nes i n gr i dded syst ems shal l be 1- 1/ 4 i nch. Hydr aul i c cal cul at i ons shal l be i n accor dance wi t h t he Ar ea/ Densi t y Met hod of NFPA 13.

1. 2. 1. 1 Hose Demand

Add an al l owance f or ext er i or hose st r eams of 250 gpm t o t he spr i nkl er syst em demand at t he poi nt of connect i on t o t he exi st i ng syst em.

1. 2. 1. 2 Basi s f or Cal cul at i ons

The desi gn of t he syst em shal l be based upon cont r act or per f or med f l ow t est under t he di r ect i on of t he Qual i f i ed Fi r e Pr ot ect i on Engi neer ( QFPE) . Hi st or i c wat er suppl y f r om May 9, 2019 has a st at i c pr essur e of 70 psi , and a f l ow of 1, 150 gpm at a r esi dual pr essur e of 55 psi . Wat er suppl y shal l be pr esumed avai l abl e at t he f l ange of t he pr essur e hydr ant .

Hydr aul i c cal cul at i ons shal l be based upon t he Hazen- Wi l l i ams f or mul a wi t h a " C" val ue of 120 f or st eel pi pi ng, 150 f or PVC and st ai nl ess st eel pi pi ng, and 140 f or new cement - l i ned duct i l e- i r on pi pi ng, and 100 f or exi st i ng under gr ound pi pi ng. Cal cul at i ons shal l i ncl ude a mi ni mum pr essur e dr op of 8 psi acr oss t he backf l ow pr event er and a mi ni mum 10 per cent mar gi n of saf et y.

1. 2. 1. 3 Hydr aul i c Cal cul at i ons

Submi t hydr aul i c cal cul at i ons, i ncl udi ng a dr awi ng showi ng hydr aul i c r ef er ence poi nt s and pi pe segment s and as out l i ned i n NFPA 13, except t hat cal cul at i ons shal l be per f or med by comput er usi ng sof t war e i nt ended speci f i cal l y f or f i r e pr ot ect i on syst em desi gn usi ng t he desi gn dat a shown on t he dr awi ngs and shal l ut i l i ze t he Ar ea/ Densi t y Met hod of NFPA 13.

Sof t war e t hat uses k- f act or s f or t ypi cal br anch l i nes i s not accept abl e.

Cal cul at i ons shal l subst ant i at e t hat t he desi gn ar ea used i n t he cal cul at i ons i s t he most demandi ng hydr aul i cal l y.

Wat er suppl y cur ves and syst em r equi r ement s shal l be pl ot t ed on semi - l ogar i t hmi c gr aph paper so as t o pr esent a summar y of t he compl et e hydr aul i c cal cul at i on. Pr ovi de a summar y sheet l i s t i ng spr i nkl er s i n t he desi gn ar ea and t hei r r espect i ve hydr aul i c r ef er ence poi nt s, el evat i ons, act ual di schar ge pr essur es and act ual f l ows. El evat i ons of hydr aul i c r ef er ence poi nt s ( nodes) shal l be i ndi cat ed. Document at i on shal l i dent i f y each pi pe i ndi v i dual l y and t he nodes connect ed t her et o. I ndi cat e t he di amet er , l engt h, f l ow, vel oci t y, f r i c t i on l oss, number and t ype f i t t i ngs, t ot al f r i c t i on l oss i n t he pi pe, equi val ent pi pe l engt h and Hazen- Wi l l i ams coef f i c i ent f or each pi pe. For gr i dded syst ems, cal cul at i ons shal l show peaki ng of demand ar ea f r i ct i on l oss t o ver i f y t hat t he hydr aul i cal l y most demandi ng ar ea i s bei ng used. Al so f or gr i dded syst ems, a f l ow di agr am i ndi cat i ng t he quant i t y and di r ect i on of f l ows shal l be i ncl uded. A dr awi ng showi ng hydr aul i c r ef er ence poi nt s ( nodes) and pi pe desi gnat i ons used i n t he cal cul at i ons shal l be i ncl uded and shal l be i ndependent of shop dr awi ngs.

SECTI ON 21 13 13. 00 10 Page 4

1. 2. 2 Spr i nkl er Cover age

Spr i nkl er s shal l be uni f or ml y spaced on br anch l i nes. Spr i nkl er s shal l pr ovi de cover age t hr oughout 100 per cent of t he bui l di ng. Thi s i ncl udes, but i s not l i mi t ed t o, t el ephone r ooms, el ect r i cal equi pment r ooms, boi l er r ooms, swi t chgear r ooms, t r ansf or mer r ooms, and ot her el ect r i cal and mechani cal spaces. Cover age per spr i nkl er shal l be i n accor dance wi t h NFPA 13, but shal l not exceed 130 squar e f eet f or or di nar y hazar d occupanci es, and 225 squar e f eet f or l i ght hazar d occupanci es. Except i ons ar e as f ol l ows:

a. Spr i nkl er s may be omi t t ed f r om smal l r ooms whi ch ar e exempt ed f or speci f i c occupanci es i n accor dance wi t h NFPA 101.

1. 3 SUBMI TTALS

Gover nment appr oval i s r equi r ed f or al l submi t t al s. 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

Qual i f i ed Fi r e Pr ot ect i on Engi neer ( QFPE) ; G Spr i nkl er Syst em Desi gner ; G Spr i nkl er Syst em I nst al l er ; G

SD- 02 Shop Dr awi ngs

Shop Dr awi ngs; G As- Bui l t Dr awi ngs; G

SD- 03 Pr oduct Dat a

Fi r e Pr ot ect i on Rel at ed Submi t t al s; G Mat er i al s and Equi pment ; G Spar e Par t s Onsi t e Tr ai ni ng

SD- 05 Desi gn Dat a

Hydr aul i c Cal cul at i ons; G

SD- 06 Test Repor t s

Pr el i mi nar y Test Pr ocedur es; G Pr el i mi nar y Test Repor t ; G Fi nal Accept ance Test Pr ocedur es; G Fi nal Accept ance Test Repor t ; G

SD- 07 Cer t i f i cat es

Cer t i f i cat i on By Qf pe

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

Post ed O&M I nst r uct i ons ; G

SD- 10 Oper at i on and Mai nt enance Dat a

Oper at i ng and Mai nt enance Manual s; G

SECTI ON 21 13 13. 00 10 Page 5

1. 4 QUALI TY ASSURANCE

Compl i ance wi t h r ef er enced NFPA st andar ds i s mandat or y. I n t he event of a conf l i c t bet ween speci f i c pr ovi s i ons of t hi s speci f i cat i on and appl i cabl e NFPA st andar ds, t hi s speci f i cat i on gover ns. I nt er pr et r ef er ence t o " aut hor i t y havi ng j ur i sdi ct i on" t o mean t he Cont r act i ng Of f i cer .

1. 4. 1 Qual i f i ed Fi r e Pr ot ect i on Engi neer ( QFPE)

Per f or m wor k speci f i ed i n t hi s sect i on under t he super vi s i on of and cer t i f i ed by t he QFPE who i s an i ndi v i dual r egi st er ed pr of essi onal engi neer who has passed t he f i r e pr ot ect i on engi neer i ng wr i t t en exami nat i on admi ni st er ed by t he Nat i onal Counci l of Exami ner s f or Engi neer i ng and Sur veys ( NCEES) i n f i r e pr ot ect i on, and t hat has a mi ni mum of 5 year s r el evant exper i ence dedi cat ed t o f i r e pr ot ect i on engi neer i ng t hat can be ver i f i ed wi t h document at i on. Submi t t he name and document at i on of cer t i f i cat i on of t he pr oposed QFPE, no l at er t han 14 days af t er t he Not i ce t o Pr oceed and pr i or t o t he submi t t al of t he spr i nkl er syst em dr awi ngs and hydr aul i c cal cul at i ons.

The Qual i f i ed Fi r e Pr ot ect i on Engi neer shal l pr epar e and submi t a l i s t of t he f i r e pr ot ect i on r el at ed submi t t al s, no l at er t han 7 days af t er t he appr oval of t he Fi r e Pr ot ect i on Speci al i st , f r om t he Cont r act Submi t t al Regi st er t hat r el at e t o t he successf ul i nst al l at i on of t he spr i nkl er syst ems( s) .

1. 4. 2 Spr i nkl er Syst em Desi gner

The Spr i nkl er Syst em desi gner shal l be cer t i f i ed as a Level I I I Techni c i an by t he Nat i onal I nst i t ut e f or Cer t i f i cat i on i n Engi neer i ng Technol ogi es ( NI CET) i n t he Wat er - Based Syst ems Layout subf i el d of Fi r e Pr ot ect i on Engi neer i ng Technol ogy i n accor dance wi t h NI CET 1014- 7.

1. 4. 3 Spr i nkl er Syst em I nst al l er

Wor k speci f i ed i n t hi s sect i on shal l be per f or med by t he Spr i nkl er Syst em I nst al l er who i s r egul ar l y engaged i n t he i nst al l at i on of t he t ype and compl exi t y of syst em speci f i ed i n t he cont r act document s, and who has ser ved i n a s i mi l ar capaci t y f or at l east t hr ee syst ems t hat have per f or med i n t he manner i nt ended f or a per i od of not l ess t han 6 mont hs.

Submi t t he name and document at i on of cer t i f i cat i on of t he pr oposed Spr i nkl er Syst em I nst al l er , concur r ent wi t h submi t t al of t he Fi r e Pr ot ect i on Speci al i st Qual i f i cat i ons.

1. 4. 4 Shop Dr awi ngs

Shop Dr awi ngs shal l conf or m t o t he r equi r ement s est abl i shed f or wor ki ng pl ans as pr escr i bed i n NFPA 13. Submi t t he Spr i nkl er Syst em shop dr awi ngs, no l at er t han 30 days pr i or t o t he st ar t of spr i nkl er syst em i nst al l at i on. Dr awi ngs shal l i ncl ude pl an and el evat i on v i ews demonst r at i ng t hat t he equi pment wi l l f i t t he al l ot t ed spaces wi t h c l ear ance f or i nst al l at i on and mai nt enance. Each set of dr awi ngs shal l i ncl ude t he f ol l owi ng:

a. Descr i pt i ve i ndex of dr awi ngs i n t he submi t t al wi t h dr awi ngs l i s t ed i n sequence by dr awi ng number . A l egend i dent i f y i ng devi ce symbol s, nomencl at ur e, and convent i ons used.

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b. Fl oor pl ans dr awn t o a scal e not l ess t han 1/ 8" = 1' - 0" whi ch c l ear l y show l ocat i ons of spr i nkl er s, r i ser s, pi pe hanger s, i nspect or ' s t est connect i ons, dr ai ns, and ot her appl i cabl e det ai l s necessar y t o c l ear l y descr i be t he pr oposed ar r angement . Each t ype of f i t t i ng used and t he l ocat i ons of r educi ng coupl i ngs ( wher e appr oved) and wel ded j oi nt s shal l be i ndi cat ed.

c. Act ual cent er - t o- cent er di mensi ons bet ween spr i nkl er s on br anch l i nes and bet ween br anch l i nes; f r om end spr i nkl er s t o adj acent wal l s; f r om wal l s t o br anch l i nes; f r om spr i nkl er f eed mai ns, cr oss- mai ns and br anch l i nes t o f i ni shed f l oor and r oof or cei l i ng. A det ai l shal l show t he di mensi on f r om t he spr i nkl er and spr i nkl er def l ect or t o t he cei l i ng i n f i ni shed ar eas.

d. Longi t udi nal and t r ansver se bui l di ng sect i ons showi ng t ypi cal br anch l i ne and cr oss- mai n pi pe r out i ng as wel l as el evat i on of each t ypi cal spr i nkl er above f i ni shed f l oor .

e. Det ai l s of each t ype of r i ser assembl y; pi pe hanger ; r est r ai nt of under gr ound wat er mai n at poi nt - of - ent r y i nt o t he bui l di ng, and el ect r i cal devi ces and i nt er connect i ng wi r i ng.

f . Shop dr awi ngs and hydr aul i c cal cul at i ons shal l be pr epar ed by a NI CET I I I or I V t echni c i an and r evi ewed and st amped by t he Fi r e Pr ot ect i on Speci al i st bef or e submi t t i ng f or r evi ew.

1. 5 DELI VERY, STORAGE, AND HANDLI NG

Al l equi pment del i ver ed and pl aced i n st or age shal l be housed i n a manner t o pr ecl ude any damage f r om t he weat her , humi di t y and t emper at ur e var i at i ons, di r t and dust , or ot her cont ami nant s. Addi t i onal l y, al l pi pes shal l ei t her be capped or pl ugged unt i l i nst al l ed.

1. 6 SPARE PARTS ( EXTRA MATERI ALS)

Submi t spar e par t s dat a f or each di f f er ent i t em of mat er i al and equi pment speci f i ed. The dat a shal l i ncl ude a compl et e l i s t of par t s and suppl i es, wi t h cur r ent uni t pr i ces and sour ce of suppl y, and a l i s t of par t s r ecommended by t he manuf act ur er t o be r epl aced af t er 1 year and 3 year s of ser vi ce. I ncl ude a l i s t of speci al t ool s and t est equi pment r equi r ed f or mai nt enance and t est i ng of t he pr oduct s suppl i ed.

PART 2 PRODUCTS

2. 1 STANDARD PRODUCTS

Pr ovi de mat er i al s and equi pment whi ch ar e st andar d pr oduct s of a manuf act ur er r egul ar l y engaged i n t he manuf act ur e of such pr oduct s and t hat essent i al l y dupl i cat e i t ems t hat have been i n sat i sf act or y use f or at l east 2 year s pr i or t o bi d openi ng.

2. 2 NAMEPLATES

Al l equi pment shal l have a namepl at e t hat i dent i f i es t he manuf act ur er ' s name, addr ess, t ype or st y l e, model or ser i al number , and cat al og number .

2. 3 REQUI REMENTS FOR FI RE PROTECTI ON SERVI CE

Pr ovi de Mat er i al s and Equi pment t hat have been t est ed by Under wr i t er s

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Labor at or i es, I nc. and ar e l i s t ed i n UL Fi r e Pr ot Di r or appr oved by Fact or y Mut ual and l i s t ed i n FM APP GUI DE. Wher e t he t er ms " l i s t ed" or " appr oved" appear i n t hi s speci f i cat i on, such shal l mean l i s t ed i n UL Fi r e Pr ot Di r or FM APP GUI DE. Submi t manuf act ur er ' s cat al og dat a i ncl uded wi t h t he Spr i nkl er Syst em Dr awi ngs f or al l i t ems speci f i ed her ei n. The dat a shal l be hi ghl i ght ed t o show model , s i ze, opt i ons, et c. , t hat ar e i nt ended f or consi der at i on. Dat a shal l be adequat e t o demonst r at e compl i ance wi t h al l cont r act r equi r ement s. I n addi t i on, pr ovi de a compl et e equi pment l i s t t hat i ncl udes equi pment descr i pt i on, model number and quant i t y.

2. 4 UNDERGROUND PI PI NG COMPONENTS

2. 4. 1 Pi pe

Pi pi ng f r om a poi nt 6 i nches above t he f l oor t o 5 f eet out si de t he bui l di ng wal l shal l be a wel ded, cont i nuous st ai nl ess st eel l ead- i n t er mi nat i ng wi t h a f l ange at 12" above t he f l oor . Pi pi ng mor e t han 5 f eet out si de t he bui l di ng wal l s shal l compl y wi t h SAWS Requi r ement s and Ci vi l Dr awi ngs.

2. 4. 2 Fi t t i ngs and Gasket s

Fi t t i ngs shal l be duct i l e i r on conf or mi ng t o AWWA C110/ A21. 10 wi t h cement mor t ar l i ni ng conf or mi ng t o AWWA C104/ A21. 4. Gasket s shal l be sui t abl e i n desi gn and si ze f or t he pi pe wi t h whi ch such gasket s ar e t o be used.

Gasket s f or duct i l e i r on pi pe j oi nt s shal l conf or m t o AWWA C111/ A21. 11.

2. 4. 3 Gat e Val ve and I ndi cat or Post s

Gat e val ves f or under gr ound i nst al l at i on shal l be of t he i nsi de scr ew t ype wi t h count er - c l ockwi se r ot at i on t o open. Wher e i ndi cat i ng t ype val ves ar e shown or r equi r ed, i ndi cat i ng val ves shal l be gat e val ves wi t h an appr oved i ndi cat or post of a l engt h t o per mi t t he t op of t he post t o be l ocat ed 3 f eet above f i ni shed gr ade. Gat e val ves and i ndi cat or post s shal l be l i s t ed i n UL Fi r e Pr ot Di r or FM APP GUI DE and shal l be pr ovi ded wi t h a t amper swi t ch moni t or ed by t he f i r e al ar m syst em. .

2. 5 ABOVEGROUND PI PI NG COMPONENTS

Abovegr ound pi pi ng shal l be st eel .

2. 5. 1 St eel Pi pi ng Component s

2. 5. 1. 1 St eel Pi pe

Except as modi f i ed her ei n, pi pe shal l be bl ack st eel as per mi t t ed by NFPA 13 and shal l conf or m t o appl i cabl e pr ovi s i ons of ASTM A795/ A795M, ASTM A53/ A53M, or ASTM A135/ A135M. Pi pi ng shal l be Schedul e 40. Pi pe shal l be mar ked wi t h t he name of t he manuf act ur er , k i nd of pi pe, and ASTM desi gnat i on.

2. 5. 1. 2 Fi t t i ngs f or Non- Gr ooved St eel Pi pe

Fi t t i ngs shal l be cast i r on conf or mi ng t o ASME B16. 4, st eel conf or mi ng t o ASME B16. 9 or ASME B16. 11, or mal l eabl e i r on conf or mi ng t o ASME B16. 3.

St eel pr ess f i t t i ngs shal l not be used. Fi t t i ngs i nt o whi ch spr i nkl er s, dr op ni ppl es or r i ser ni ppl es ( spr i gs) ar e scr ewed shal l be t hr eaded t ype. Pl ai n- end f i t t i ngs wi t h mechani cal coupl i ngs, pr ess f i t t i ngs, SECTI ON 21 13 13. 00 10 Page 8 saddl e t ees, f i t t i ngs t hat use st eel gr i ppi ng devi ces t o bi t e i nt o t he pi pe and segment ed wel ded f i t t i ngs shal l not be used.

2. 5. 1. 3 Gr ooved Mechani cal Joi nt s and Fi t t i ngs

Joi nt s and f i t t i ngs shal l be desi gned f or not l ess t han 175 psi ser vi ce and shal l be t he pr oduct of t he same manuf act ur er ; segment ed wel ded f i t t i ngs shal l not be used. Fi t t i ng and coupl i ng houses shal l be mal l eabl e i r on conf or mi ng t o ASTM A47/ A47M, Gr ade 32510; duct i l e i r on conf or mi ng t o ASTM A536, Gr ade 65- 45- 12. Gasket shal l be t he f l ush t ype t hat f i l l s t he ent i r e cavi t y bet ween t he f i t t i ng and t he pi pe. Nut s and bol t s shal l be heat - t r eat ed st eel conf or mi ng t o ASTM A183 and shal l be cadmi um pl at ed or z i nc el ect r opl at ed.

2. 5. 1. 4 Fl anges

Fl anges shal l conf or m t o NFPA 13 and ASME B16. 1. Gasket s shal l be non- asbest os compr essed mat er i al i n accor dance wi t h ASME B16. 21, 1/ 16 i nch t hi ck, and f ul l f ace or sel f - cent er i ng f l at r i ng t ype.

2. 5. 1. 5 Bol t s, Nut , and Washer s

Bol t s shal l conf or m t o ASTM A449, Type 1 and shal l ext end no l ess t han t hr ee f ul l t hr eads beyond t he nut wi t h bol t s t i ght ened t o t he r equi r ed t or que. Nut s shal l be hexagon t ype conf or mi ng t o ASME B18. 2. 2, ASTM A193/ A193M, Gr ade 5 or ASTM A563, Gr ade C3. Washer s shal l meet t he r equi r ement s of ASTM F436. Fl at c i r cul ar washer s shal l be pr ovi ded under al l bol t heads and nut s.

2. 5. 1. 6 Fl exi bl e Spr i nkl er Hose Fi t t i ngs

Fl exi bl e Spr i nkl er f i t t i ngs shal l not be used.

2. 5. 2 Pi pe Hanger s

Hanger s shal l be l i s t ed i n UL Fi r e Pr ot Di r or FM APP GUI DE and of t he t ype sui t abl e f or t he appl i cat i on, const r uct i on, and pi pe t ype and si zed t o be suppor t ed.

2. 5. 3 Val ves

2. 5. 3. 1 Cont r ol Val ve and Gat e Val ve

Manual l y oper at ed spr i nkl er cont r ol val ve and gat e val ve shal l be out si de st em and yoke ( OS&Y) t ype and shal l be l i s t ed i n UL Bl d Mat Di r or

FM APP GUI DE.

2. 5. 3. 2 Check Val ve

Check val ve 2 i nches and l ar ger shal l be l i s t ed i n UL Bl d Mat Di r or FM APP GUI DE. Check val ves 4 i nches and l ar ger shal l be of t he swi ng t ype wi t h f l anged cast i r on body and f l anged i nspect i on pl at e, shal l have a c l ear wat er way and shal l meet t he r equi r ement s of MSS SP- 71, f or Type 3 or 4.

2. 5. 3. 3 Hose Val ve

Val ve shal l compl y wi t h UL 668 and shal l have a mi ni mum r at i ng of 300 psi .

Val ve shal l be non- r i s i ng st em, al l br onze, 90 degr ee angl e t ype, wi t h

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2- 1/ 2 i nch Amer i can Nat i onal St andar d Fi r e Hose Scr ew Thr ead ( NH) mal e out l et i n accor dance wi t h NFPA 1963. Hose val ve shal l be pr ovi ded wi t h 2- 1/ 2 t o 1- 1/ 2 i nch r educer . Hose val ves shal l be equi pped wi t h l ugged cap wi t h dr i p dr ai n, cap gasket and chai n. Val ve f i ni sh shal l be pol i shed chr ome pl at ed.

2. 6 RI SER CHECK VALVE ASSEMBLY

Assembl y shal l i ncl ude a r i ser check val ve, st andar d t r i m pi pi ng, pr essur e gauges, t est i ng val ves, mai n dr ai n, and ot her component s as r equi r ed f or a f ul l y oper at i onal syst em.

2. 7 WATERFLOW ALARM

El ect r i cal l y oper at ed, ext er i or - mount ed, wat er f l ow al ar m shal l be as pr ovi ded i n Sect i on 28 31 76 I NTERI OR FI RE ALARM AND MASS NOTI FI CATI ON

SYSTEM.

2. 8 ALARM I NI TI ATI NG AND SUPERVI SORY DEVI CES

2. 8. 1 Spr i nkl er Wat er f l ow I ndi cat or Swi t ch, Vane Type

Swi t ch shal l be vane t ype wi t h a pi pe saddl e and cast al umi num housi ng.

The el ect r o- mechani cal devi ce shal l i ncl ude a f l exi bl e, l ow- densi t y pol yet hyl ene paddl e conf or mi ng t o t he i nsi de di amet er of t he f i r e pr ot ect i on pi pe. The devi ce shal l sense wat er movement s and be capabl e of det ect i ng a sust ai ned f l ow of 10 gpm or gr eat er . The devi ce shal l cont ai n a r et ar d devi ce adj ust abl e f r om 0 t o 90 seconds t o r educe t he possi bi l i t y of f al se al ar ms caused by t r ansi ent f l ow sur ges. The swi t ch shal l be t amper r esi st ant and cont ai n t wo SPDT ( For m C) cont act s ar r anged t o t r ansf er upon r emoval of t he housi ng cover , and shal l be equi pped wi t h a s i l i cone r ubber gasket t o assur e posi t i ve wat er seal and a dust pr oof cover and gasket t o seal t he mechani sm f r om di r t and moi st ur e.

2. 8. 2 Val ve Super vi sor y ( Tamper ) Swi t ch

Swi t ch shal l be sui t abl e f or mount i ng t o t he t ype of cont r ol val ve t o be super vi sed open. The swi t ch shal l be t amper r esi st ant and cont ai n one set of SPDT ( For m C) cont act s ar r anged t o t r ansf er upon r emoval of t he housi ng cover or c l osur e of t he val ve of mor e t han t wo r ot at i ons of t he val ve st em.

2. 9 DOUBLE- CHECK VALVE BACKFLOW PREVENTI ON ASSEMBLY

Doubl e- check backf l ow pr event i on assembl y shal l compl y wi t h ASSE 1015.

The assembl y shal l have a br onze, cast - i r on or st ai nl ess st eel body wi t h f l anged ends. The assembl y shal l i ncl ude pr essur e gauge t est por t s and OS&Y shut of f val ves on t he i nl et and out l et , 2- posi t i ve- seat i ng check val ve s f or cont i nuous pr essur e appl i cat i on, and f our t est cocks. Assembl i es shal l be r at ed f or wor ki ng pr essur e of 175 psi The maxi mum pr essur e l oss shal l be 6 psi at a f l ow r at e equal t o t he spr i nkl er wat er demand, at t he l ocat i on of t he assembl y. A t est por t f or a pr essur e gauge shal l be pr ovi ded bot h upst r eam and downst r eam of t he doubl e check backf l ow pr event i on assembl y val ves.

2. 10 BACKFLOW PREVENTER TEST CONNECTI ON

Connect i on shal l be f l ush t ype wi t h cast br ass body, mat chi ng wal l escut cheon and si gnage l et t er ed " TEST" wi t h a chr omi um pl at ed f i ni sh. The connect i on shal l have t hr ee out l et s, ( max 250 gpm/ out l et ) , hose val ves, SECTI ON 21 13 13. 00 10 Page 10 caps wi t h dr i p dr ai ns and chai ns. Pr ovi de 2- 1/ 2 i nch di amet er Amer i can Nat i onal Fi r e Hose Connect i on Scr ew Thr eads ( NH) per NFPA 1963. Dr ai n val ve and di schar ge pi pi ng shal l s l ope t o ext er i or wal l and di schar ge ont o spl ash bl ock 12" t o 18" above gr ade.

2. 11 FI RE DEPARTMENT CONNECTI ON

Fi r e depar t ment connect i on shal l be f l ush t ype wi t h cast br ass body, mat chi ng wal l escut cheon l et t er ed " Aut o Spkr " wi t h a pol i shed chr omi um pl at ed f i ni sh. t he connect i on shal l have a t hr ee i nl et s ( maxi mum 250 gpm/ i nl et ) wi t h i ndi v i dual sel f - c l osi ng cl apper s, caps wi t h dr i p dr ai ns and chai ns. Femal e i nl et s shal l have 2- 1/ 2 i nch di amet er Amer i can Nat i onal Fi r e Hose Connect i on Scr ew Thr eads ( NH) per NFPA 1963.

2. 12 SPRI NKLERS

Spr i nkl er s wi t h i nt er nal O- r i ngs shal l not be used. Spr i nkl er s shal l be used i n accor dance wi t h t hei r l i s t ed cover age l i mi t at i ons. Temper at ur e c l assi f i cat i on shal l be or di nar y. Spr i nkl er s i n hi gh heat ar eas i ncl udi ng at t i c spaces or i n c l ose pr oxi mi t y t o uni t heat er s shal l have t emper at ur e c l assi f i cat i on i n accor dance wi t h NFPA 13. Ext ended cover age spr i nkl er s shal l not be used. Spr i nkl er s f or ser ver r ooms shal l be st andar d r esponse, i nt er medi at e t emper at ur e c l assi f i cat i on, and shal l be pr ovi ded wi t h a cont r ol val ve and t amper swi t ch, moni t or ed by t he f i r e al ar m syst em.

2. 12. 1 Conceal ed Spr i nkl er

Conceal ed spr i nkl er shal l be chr ome- pl at ed or whi t e pol yest er qui ck- r esponse t ype and shal l have a nomi nal 1/ 2 i nch or 17/ 32 i nch or i f i ce.

2. 12. 2 Recessed Spr i nkl er

Recessed spr i nkl er shal l be chr ome- pl at ed or whi t e pol yest er qui ck- r esponse t ype and shal l have a nomi nal 1/ 2 i nch or 17/ 32 i nch or i f i ce.

2. 12. 3 Pendent Spr i nkl er

Pendent spr i nkl er shal l be of t he f usi bl e st r ut or gl ass bul b t ype, r ecessed qui ck- r esponse t ype wi t h nomi nal 1/ 2 i nch or 17/ 32 i nch or i f i ce.

Pendent spr i nkl er s shal l have a pol i shed chr ome or whi t e pol yest er f i ni sh.

2. 12. 4 Upr i ght Spr i nkl er

Upr i ght spr i nkl er shal l be br ass, chr ome- pl at ed, st ai nl ess st eel or whi t e pol yest er qui ck- r esponse t ype and shal l have a nomi nal 1/ 2 i nch or 17/ 32 i nch or i f i ce.

2. 12. 5 Si dewal l Spr i nkl er

Si dewal l spr i nkl er shal l have a nomi nal 1/ 2 i nch or i f i ce. Si dewal l spr i nkl er shal l have a pol i shed chr ome or whi t e pol yest er f i ni sh.

Si dewal l spr i nkl er shal l be t he qui ck- r esponse t ype.

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2. 13 ACCESSORI ES

2. 13. 1 Spr i nkl er Cabi net

Spar e spr i nkl er s shal l be pr ovi ded i n accor dance wi t h NFPA 13 and shal l be packed i n sui t abl e met al or pl ast i c cabi net s. Spar e spr i nkl er s shal l be r epr esent at i ve of , and i n pr opor t i on t o, t he number of each t ype and t emper at ur e r at i ng of t he spr i nkl er s i nst al l ed. At l east one wr ench of each t ype r equi r ed shal l be pr ovi ded.

2. 13. 2 Pendent Spr i nkl er Escut cheon

Escut cheon shal l be one- pi ece met al l i c t ype wi t h a dept h of l ess t han 3/ 4 i nch and sui t abl e f or i nst al l at i on on pendent spr i nkl er s. The escut cheon shal l have a f act or y f i ni sh t hat mat ches t he pendent spr i nkl er heads.

2. 13. 3 Pi pe Escut cheon

Escut cheon shal l be pol i shed chr omi um- pl at ed zi nc al l oy, or pol i shed chr omi um- pl at ed copper al l oy. Escut cheons shal l be ei t her one- pi ece or spl i t - pat t er n, hel d i n pl ace by i nt er nal spr i ng t ensi on or set scr ew.

2. 13. 4 Spr i nkl er Guar d

Guar d shal l be a st eel wi r e cage desi gned t o encase t he spr i nkl er and pr ot ect i t f r om mechani cal damage. Guar ds shal l be pr ovi ded on spr i nkl er s l ocat ed bel ow 7' above t he f l oor and as i ndi cat ed.

2. 13. 5 I dent i f i cat i on Si gn

Val ve i dent i f i cat i on s i gn shal l be mi ni mum 6 i nches wi de by 2 i nches hi gh wi t h enamel baked f i ni sh on mi ni mum 18 gauge st eel or 0. 024 i nch al umi num wi t h r ed l et t er s on a whi t e backgr ound or whi t e l et t er s on r ed backgr ound. Wor di ng of s i gn shal l i ncl ude, but not be l i mi t ed t o " mai n dr ai n, " " auxi l i ar y dr ai n, " " i nspect or ' s t est , " " al ar m t est , " " al ar m l i ne, " and si mi l ar wor di ng as r equi r ed t o i dent i f y oper at i onal component s. Al l cont r ol val ves shal l be i dent i f i ed wi t h per manent s i gns st at i ng " NORMALLY OPEN" or " NORMALLY CLOSED" . Pr ovi de per manent engr aved hydr aul i c s i gn.

Post ed O&M I nst r uct i ons

Pr ovi de post ed O&M i nst r uct i ons, weat her pr oof , f r amed i n heavy gauge ext r uded met al f r ames, mount ed under gl ass. I nst r uct i ons shal l be per manent l y mount ed, compl et e wi t h pr of essi onal l y pr epar ed gr aphi cs, pr i nt ed i n col or on f ul l s i zed sheet s. Pr epar e i nst r uct i ons f or al l syst ems and i ncl ude al l component s.

PART 3 EXECUTI ON

3. 1 FI ELD MEASUREMENTS

Af t er becomi ng f ami l i ar wi t h al l det ai l s of t he wor k, ver i f y al l di mensi ons i n t he f i el d, and advi se t he Cont r act i ng Of f i cer of any di scr epancy bef or e per f or mi ng t he wor k.

3. 2 I NSTALLATI ON REQUI REMENTS

The i nst al l at i on shal l be i n accor dance wi t h t he appl i cabl e pr ovi s i ons of

SECTI ON 21 13 13. 00 10 Page 12

NFPA 13, NFPA 24, UFC 3- 600- 01 and publ i cat i ons r ef er enced t her ei n. Br ace equi pment over 31 pounds per f or ce pr ot ect i on r equi r ement s.

3. 3 CERTI FI CATI ON BY QFPE

Pr i or t o cei l i ng i nst al l at i on and concur r ent wi t h t he Fi nal Accept ance Test Repor t , cer t i f i cat i on by t he QFPE t hat t he spr i nkl er syst em i s i nst al l ed i n accor dance wi t h t he cont r act r equi r ement s, i ncl udi ng si gned appr oval of t he Pr el i mi nar y and Fi nal Accept ance Test Repor t s. The QFPE shal l :

1) I nspect t he spr i nkl er syst em per i odi cal l y dur i ng t he i nst al l at i on t o assur e t hat t he spr i nkl er syst em i s bei ng pr ovi ded and i nst al l ed i n accor dance wi t h t he cont r act r equi r ement s.

2) Wi t ness t he pr el i mi nar y and f i nal t est s, and si gn t he t est r esul t s.

3) Af t er compl et i on of t he syst em i nspect i ons and a successf ul f i nal t est , cer t i f y i n wr i t i ng t hat t he syst em has been i nst al l ed i n accor dance wi t h t he cont r act r equi r ement s. Any di scr epancy shal l be br ought t o t he at t ent i on of t he Cont r act i ng Of f i cer i n wr i t i ng, no l at er t han t hr ee wor ki ng days af t er t he di scr epancy i s di scover ed.

3. 4 ABOVEGROUND PI PI NG I NSTALLATI ON

3. 4. 1 Pi pi ng i n Exposed Ar eas

I nst al l exposed pi pi ng i n ar eas wi t hout cei l i ngs wi t hout di mi ni shi ng exi t access wi dt hs, cor r i dor s or equi pment access. Exposed hor i zont al pi pi ng, i ncl udi ng dr ai n pi pi ng, shal l be i nst al l ed t o pr ovi de maxi mum headr oom.

3. 4. 2 Pi pi ng i n Fi ni shed Ar eas

I n ar eas wi t h suspended or dr opped cei l i ngs and i n ar eas wi t h conceal ed spaces above t he cei l i ng, pi pi ng shal l be conceal ed above cei l i ngs.

Pi pi ng shal l be i nspect ed, t est ed and appr oved bef or e bei ng conceal ed.

Ri ser s and si mi l ar ver t i cal r uns of pi pi ng i n f i ni shed ar eas shal l be conceal ed.

3. 4. 3 Pendent Spr i nkl er s

Conceal ed or r ecessed spr i nkl er s shal l be pr ovi ded i n al l ar eas wi t h suspended cei l i ngs. Dr op ni ppl es t o pendent spr i nkl er s shal l consi st of mi ni mum 1 i nch pi pe wi t h a r educi ng coupl i ng i nt o whi ch t he spr i nkl er shal l be t hr eaded. Hanger s shal l be pr ovi ded on ar m- over s t o dr op ni ppl es suppl y i ng pendent spr i nkl er s when t he ar m- over exceeds 12 i nches f or st eel pi pe. Spr i nkl er s shal l not be i nst al l ed bel ow suspended or dr opped cei l i ngs. Recessed pendent spr i nkl er s shal l be i nst al l ed such t hat t he di st ance f r om t he spr i nkl er def l ect or t o t he under si de of t he cei l i ng shal l not exceed t he manuf act ur er ' s l i s t ed r ange and shal l be of uni f or m dept h t hr oughout t he f i ni shed ar ea. Pendent spr i nkl er s i n suspended cei l i ngs shal l be a mi ni mum of 6 i nches f r om cei l i ng gr i d.

3. 4. 4 Upr i ght Spr i nkl er s

Ri ser ni ppl es or " spr i gs" t o upr i ght spr i nkl er s shal l cont ai n no f i t t i ngs bet ween t he br anch l i ne t ee and t he r educi ng coupl i ng at t he spr i nkl er .

Ri ser ni ppl es exceedi ng 30 i nches i n l engt h shal l be i ndi v i dual l y suppor t ed.

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3. 4. 5 Pi pe Joi nt s

Pi pe j oi nt s shal l conf or m t o NFPA 13, and t o t he r equi r ement s her ei n. Not mor e t han f our t hr eads shal l show af t er j oi nt i s made up. Wel ded j oi nt s wi l l be per mi t t ed, onl y i f wel di ng oper at i ons ar e per f or med as r equi r ed by NFPA 13 at t he Cont r act or ' s f abr i cat i on shop, not at t he pr oj ect const r uct i on s i t e. Fl anged j oi nt s shal l be pr ovi ded wher e i ndi cat ed or r equi r ed by NFPA 13. Gr ooved pi pe and f i t t i ngs shal l be pr epar ed i n accor dance wi t h t he manuf act ur er ' s l at est publ i shed speci f i cat i on accor di ng t o pi pe mat er i al , wal l t hi ckness and si ze. Gr ooved coupl i ngs, f i t t i ngs and gr oovi ng t ool s shal l be pr oduct s of t he same manuf act ur er .

The di amet er of gr ooves made i n t he f i el d shal l be measur ed usi ng a " go/ no- go" gauge, ver ni er or di al cal i per , nar r ow- l and mi cr omet er , or ot her met hod speci f i cal l y appr oved by t he coupl i ng manuf act ur er f or t he i nt ended appl i cat i on. Gr oove wi dt h and di mensi on of gr oove f r om end of pi pe shal l be measur ed and r ecor ded f or each change i n gr oovi ng t ool set up t o ver i f y compl i ance wi t h coupl i ng manuf act ur er ' s t ol er ances. Gr ooved j oi nt s shal l not be used i n conceal ed l ocat i ons, such as behi nd sol i d wal l s or cei l i ngs, unl ess an access panel i s pr ovi ded and shown on t he dr awi ngs f or ser vi c i ng or adj ust i ng t he j oi nt .

3. 4. 6 Reducer s

Reduct i ons i n pi pe si zes shal l be made wi t h one- pi ece t aper ed r educi ng f i t t i ngs. The use of gr ooved- end or r ubber - gasket ed r educi ng coupl i ngs or bushi ngs wi l l not be per mi t t ed.

3. 4. 7 Pi pe Penet r at i ons

Cut t i ng st r uct ur al member s f or passage of pi pes or f or pi pe- hanger f ast eni ngs wi l l not be per mi t t ed. Pi pes t hat must penet r at e concr et e or masonr y wal l s or concr et e f l oor s shal l be cor e- dr i l l ed and pr ovi ded wi t h pi pe sl eeves. Each sl eeve shal l be Schedul e 40 gal vani zed st eel , duct i l e i r on or cast i r on pi pe and shal l ext end t hr ough i t s r espect i ve wal l or f l oor and be cut f l ush wi t h each wal l sur f ace. Sl eeves shal l pr ovi de r equi r ed cl ear ance bet ween t he pi pe and t he sl eeve per NFPA 13. The space bet ween t he sl eeve and t he pi pe shal l be f i r ml y packed wi t h mi ner al wool i nsul at i on. Wher e pi pes penet r at e f i r e bar r i er s, pi pes shal l be f i r est opped i n accor dance wi t h Sect i on 07 84 00 FI RESTOPPI NG by t he appr oved f i r est op i nst al l er . I n penet r at i ons t hat ar e not f i r e- r at ed or not a f l oor penet r at i on, t he space bet ween t he sl eeve and t he pi pe shal l be seal ed at bot h ends wi t h pl ast i c wat er pr oof cement t hat wi l l dr y t o a f i r m but pl i abl e mass or wi t h a mechani cal l y adj ust abl e segment ed el ast omer seal . Penet r at i ons t hr ough t he secur e per i met er shal l be gr ounded wi t hi n 6" of t he i nsi de of t he wal l . Penet r at i ons t hr u STC r at ed wal l s shal l be gr ounded on bot h s i des of t he wal l , wi t hi n 6" of t he wal l .

Gr oundi ng shal l be wi t h #4 copper wi r e t o ear t h.

3. 4. 8 Escut cheons

Escut cheons shal l be pr ovi ded f or pi pe penet r at i on of cei l i ngs and wal l s.

Escut cheons shal l be secur el y f ast ened t o t he pi pe at sur f aces t hr ough whi ch pi pi ng passes.

3. 4. 9 Aut omat i c Ai r Vent s

Pr ovi de aut omat i c ai r vent s at hi gh poi nt s i n t he syst em t o vent at l east 95% of t he vol umet r i c capaci t y of t he syst em. Reduce t he quant i t y of ai r

SECTI ON 21 13 13. 00 10 Page 14 vent s by connect i ng br anch l i nes or pr ovi di ng cr oss mai n at t he peak.

3. 4. 10 I nspect or ' s Test Connect i on

Unl ess ot her wi se i ndi cat ed, t est connect i on shal l consi st of 1 i nch pi pe connect ed at t he r i ser as a combi nat i on t est and dr ai n val ve or a t est val ve l ocat ed appr oxi mat el y 7 f eet above t he f l oor ; shal l be a smoot h bor e br ass out l et equi val ent t o t he smal l est or i f i ce spr i nkl er used i n t he syst em; and a pai nt ed met al i dent i f i cat i on s i gn af f i xed t o t he val ve wi t h t he wor ds " I nspect or ' s Test . " The di schar ge or i f i ce shal l be l ocat ed out si de t he bui l di ng wal l di r ect ed ont o a concr et e spl ash bl ock and so as not t o cr oss pedest r i an t r af f i c or cause damage t o adj acent const r uct i on or l andscapi ng dur i ng f ul l f l ow di schar ge.

3. 4. 11 Dr ai ns

Mai n dr ai n pi pi ng shal l be pr ovi ded t o di schar ge at a saf e poi nt ont o a concr et e spl ash bl ock out si de t he bui l di ng. Auxi l i ar y dr ai ns shal l be pr ovi ded as r equi r ed by NFPA 13. Dr ai n val ves shal l be f ul l y accessi bl e and no hi gher t han 7 f eet above f i ni sh f l oor .

3. 4. 12 I nst al l at i on of Backf l ow Pr event er Test Connect i on

Connect i on shal l be mount ed on t he ext er i or wal l appr oxi mat el y 3 f eet above f i ni shed gr ade. Pr ovi de sl eeves, seal s and escut cheons at wal l penet r at i ons.

3. 4. 13 I dent i f i cat i on Si gns

Si gns shal l be af f i xed t o each cont r ol val ve, i nspect or t est val ve, mai n dr ai n, auxi l i ar y dr ai n, t est val ve, and si mi l ar val ves as appr opr i at e or as r equi r ed by NFPA 13. Hydr aul i c desi gn dat a namepl at es shal l be engr aved and per manent l y af f i xed t o each spr i nkl er r i ser as speci f i ed i n NFPA 13. Pr ovi de si gn at FDC and at backf l ow pr event er t est connect i on.

3. 5 UNDERGROUND PI PI NG I NSTALLATI ON

The f i r e pr ot ect i on wat er mai n shal l be l ai d, and j oi nt s anchor ed, i n accor dance wi t h NFPA 24. Mi ni mum dept h of cover shal l be 3 f eet .