19B3001vol2.PDF

Hunter AAF, Georgia

Solicitation Number

W912HN-19-R-3001

Aircraft Test Engine Facility Volume 2 of 2: Specification Divisions 21 - 33

PN 89128

November 2018

U.S. ARMY ENGINEER DISTRICT, SAVANNAH

CORPS OF ENGINEERS

100 WEST OGLETHORPE AVENUE

SAVANNAH, GEORGIA 31401-3640

US Army Corps of Engineers Savannah District

Ai r cr af t Test Engi ne Faci l i t y 19B3001 Hunt er AAF, GA

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMI TTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUI REMENTS

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00. 00 10 QUALI TY CONTROL

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

01 45 35 SPECI AL I NSPECTI ONS

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

01 57 19 TEMPORARY ENVI RONMENTAL CONTROLS

01 57 19. 00 37 I NDOOR AI R QUALI TY ( I AQ) MANAGEMENT

01 74 19 CONSTRUCTI ON AND DEMOLI TI ON WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

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

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

02 41 00 DEMOLITION

DI VI SI ON 03 - CONCRETE

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

03 15 00. 00 10 CONCRETE ACCESSORI ES

03 20 00. 00 10 CONCRETE REI NFORCI NG

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

03 35 00. 00 10 CONCRETE FI NI SHI NG

03 39 00. 00 10 CONCRETE CURI NG

DI VI SI ON 04 - MASONRY

04 20 00 UNI T MASONRY

DI VI SI ON 05 - METALS

05 05 23. 13 10 ULTRASONI C I NSPECTI ON OF WELDMENTS

05 05 23. 16 STRUCTURAL WELDI NG

05 12 00 STRUCTURAL STEEL

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

07 21 13 BOARD AND BLOCK I NSULATI ON

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 33 23 OVERHEAD COI LI NG DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLI ES

08 71 00 DOOR HARDWARE

DI VI SI ON 09 - FI NI SHES

09 90 00 PAI NTS AND COATI NGS

09 96 00 HI GH- PERFORMANCE COATI NGS

PROJECT TABLE OF CONTENTS Page 1

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 34 19 METAL BUI LDI NG SYSTEMS

DI VI SI ON 21 - FI RE SUPPRESSI ON

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

21 13 18. 00 10 PREACTI ON AND DELUGE SPRI NKLER SYSTEMS, FI RE PROTECTI ON

21 13 18. 37 10 WATER SPRAY FI XED 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 93 TESTI NG, ADJUSTI NG, AND BALANCI NG FOR HVAC

23 07 00 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS

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

23 11 25 FACI LI TY GAS PI PI NG

23 23 00 REFRI GERANT PI PI NG

23 54 16. 00 10 HEATI NG SYSTEM; GAS- FI RED HEATERS

DI VI SI ON 26 - ELECTRI CAL

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

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

26 41 00 LI GHTNI NG PROTECTI ON SYSTEM

26 51 00 I NTERI OR LI GHTI NG

26 56 00 EXTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

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

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

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

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 05 33 LANDSCAPE ESTABLI SHMENT

32 11 20 BASE COURSE FOR RI GI D PAVI NG

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 31 13 CHAI N LI NK FENCES AND GATES

32 92 19 SEEDING

32 93 00 EXTERI OR PLANTS

DI VI SI ON 33 - UTI LI TI ES

PROJECT TABLE OF CONTENTS Page 2

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

33 11 23 NATURAL GAS AND LI QUI D PETROLEUM PI PI NG

33 30 00 SANI TARY SEWERAGE

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

33 71 02 UNDERGROUND ELECTRI CAL DI STRI BUTI ON

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

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

PROJECT TABLE OF CONTENTS Page 3

SECTI ON TABLE OF CONTENTS

DI VI SI ON 21 - FI RE SUPPRESSI ON

SECTI ON 21 13 13. 00 10

WET PI PE SPRI NKLER SYSTEM, FI RE PROTECTI ON

05/09

PART 1 GENERAL

1. 1 REFERENCES

1. 2 SYSTEM DESCRI PTI ON

1. 2. 1 Hydr aul i c Desi gn

1. 2. 1. 1 Hose Demand

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

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

1. 2. 2 Spr i nkl er Cover age

1. 3 SUBMI TTALS

1. 4 QUALI TY ASSURANCE

1. 4. 1 Fi r e Pr ot ect i on Speci al i s t

1. 4. 2 Spr i nkl er Syst em I nst al l er

1. 4. 3 Shop Dr awi ngs

1. 5 DELI VERY, STORAGE, AND HANDLI NG

PART 2 PRODUCTS

2. 1 STANDARD PRODUCTS

2. 2 NAMEPLATES

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

2. 4 UNDERGROUND PI PI NG COMPONENTS

2. 4. 1 Pi pe

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

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

2. 5 ABOVEGROUND PI PI NG COMPONENTS

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

2. 5. 1. 1 St eel Pi pe

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

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

2. 5. 1. 4 Fl anges

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

2. 5. 2 Pi pe Hanger s

2. 5. 3 Val ves

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

2. 5. 3. 2 Check Val ve

2. 6 RI SER CHECK VALVE ASSEMBLY

2. 7 ALARM I NI TI ATI NG AND SUPERVI SORY DEVI CES

2. 7. 1 Spr i nkl er Wat er f l ow I ndi cat or Swi t ch, Vane Type

2. 7. 2 Val ve Super vi sor y ( Tamper ) Swi t ch

2. 8 FI RE DEPARTMENT CONNECTI ON

2. 9 SPRI NKLERS

2. 9. 1 Pendent Spr i nkl er

2. 9. 2 Upr i ght Spr i nkl er

2. 10 ACCESSORI ES

2. 10. 1 Spr i nkl er Cabi net

SECTI ON 21 13 13. 00 10 Page 1

2. 10. 2 Pendent Spr i nkl er Escut cheon

2. 10. 3 Pi pe Escut cheon

2. 10. 4 I dent i f i cat i on Si gn

2. 11 DOUBLE- CHECK VALVE BACKFLOW PREVENTI ON ASSEMBLY

2. 12 AUTOMATI C AI R RELEASE VALVE

PART 3 EXECUTI ON

3. 1 FI ELD MEASUREMENTS

3. 2 I NSTALLATI ON REQUI REMENTS

3. 3 I NSPECTI ON BY FI RE PROTECTI ON SPECI ALI ST

3. 4 ABOVEGROUND PI PI NG I NSTALLATI ON

3. 4. 1 Pr ot ect i on of Pi pi ng Agai nst Ear t hquake Damage

3. 4. 2 Pi pi ng i n Exposed Ar eas

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

3. 4. 4 Pendent Spr i nkl er s

3. 4. 5 Upr i ght Spr i nkl er s

3. 4. 6 Pi pe Joi nt s

3. 4. 7 Reducer s

3. 4. 8 Pi pe Penet r at i ons

3. 4. 9 Escut cheons

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

3. 4. 11 Dr ai ns

3. 4. 12 I nst al l at i on of Fi r e Depar t ment Connect i on

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

3. 5 UNDERGROUND PI PI NG I NSTALLATI ON

3. 6 ELECTRI CAL WORK

3. 7 PRELI MI NARY TESTS

3. 7. 1 Under gr ound Pi pi ng

3. 7. 1. 1 Fl ushi ng

3. 7. 1. 2 Hydr ost at i c Test i ng

3. 7. 2 Abovegr ound Pi pi ng

3. 7. 2. 1 Hydr ost at i c Test i ng

3. 7. 3 Test i ng of Al ar m Devi ces

3. 7. 4 Mai n Dr ai n Fl ow Test

3. 8 FI NAL ACCEPTANCE TEST

3. 9 ONSI TE TRAI NI NG

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

SECTI ON 21 13 13. 00 10 Page 2

SECTI ON 21 13 13. 00 10

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 ( 2016) 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 ( 2012) 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 C151/ A21. 51 ( 2017) Duct i l e- I r on Pi pe, Cent r i f ugal l y Cast

AWWA C203 ( 2008) 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

ASME I NTERNATI ONAL ( ASME)

ASME B16. 1 ( 2015) 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 Threaded

ASME B16. 21 ( 2011) Nonmet al l i c Fl at Gasket s f or Pi pe Flanges

ASME B16. 3 ( 2011) Mal l eabl e I r on Thr eaded Fi t t i ngs, Cl asses 150 and 300

ASME B16. 4 ( 2011) St andar d f or Gr ay I r on Thr eaded Fi t t i ngs; Cl asses 125 and 250

SECTI ON 21 13 13. 00 10 Page 3

ASME B16. 9 ( 2012) St andar d f or Fact or y- Made Wr ought St eel But t wel di ng Fi t t i ngs

ASME B18. 2. 2 ( 2015) Nut s f or Gener al Appl i cat i ons:

Machi ne Scr ew Nut s, 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 ( 2009; R2014) 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 A449 ( 2014) 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 2014) 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 ( 2012) St andar d Speci f i cat i on f or Pi pe, St eel , Bl ack and Hot - Di pped, Zi nc- Coat ed, Wel ded and Seaml ess

ASTM A536 ( 1984; R 2014) St andar d Speci f i cat i on f or Duct i l e I r on Cast i ngs

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

FM GLOBAL ( FM)

FM APP GUI DE ( updat ed on- l i ne) Appr oval Gui de http://www.approvalguide.com/

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

I NDUSTRY ( MSS)

MSS SP- 71 ( 2011; Er r at a 2013) Gr ay I r on Swi ng Check Val ves, Fl anged and Thr eaded Ends

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

NFPA 13 ( 2016; TI A 16- 1; TI A 16- 2; TI A 16- 3 2016;

Er r at a 17- 1; Er r at a 17- 2) St andar d f or t he I nst al l at i on of Spr i nkl er Syst ems

NFPA 1963 ( 2014) St andar d f or Fi r e Hose Connect i ons

NFPA 24 ( 2016; ERTA 2016) St andar d f or t he I nst al l at i on of Pr i vat e Fi r e Ser v i ce Mai ns and Thei r Appur t enances

SECTI ON 21 13 13. 00 10 Page 4

U. S. DEPARTMENT OF DEFENSE ( DOD)

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

UNDERWRI TERS LABORATORI ES ( UL)

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

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 ar eas i ndi cat ed on t he dr awi ngs. Except as modi f i ed her ei n, t he syst em shal l be desi gned and i nst al l ed i n accor dance wi t h NFPA 13. Pi pe s i 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 s i 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, and t he ot her pr ovi s i ons speci f i ed her ei n.

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 of 0. 2 gpm/ squar e f oot over t he hydr aul i cal l y most demandi ng 2, 500 squar e f eet of f l oor ar ea. 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. .

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

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, 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. Hydr aul i c cal cul at i ons shal l be based on oper at i on of t he f i r e pump( s) pr ovi ded i n Sect i on 21 30 00

FI RE PUMPS

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. 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 be based on t he wat er suppl y dat a shown on t he dr awi ngs t o subst ant i at e t hat t he desi gn ar ea used i n t he

SECTI ON 21 13 13. 00 10 Page 5 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 c t 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.

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. I n bui l di ngs pr ot ect ed by aut omat i c spr i nkl er s, 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 100 squar e f eet f or ext r a hazar d occupanci es, 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 occupancies.

1. 3 SUBMITTALS

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

submi t t al s not havi ng a " G" desi gnat i on ar e f or i nf or mat i on onl y. When used, a desi gnat i on f ol l owi ng t he " G" desi gnat i on i dent i f i es t he of f i ce t hat wi l l r evi ew t he submi t t al f or t he Gover nment . Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:

SD- 02 Shop Dr awi ngs

Shop Dr awi ngs; G, AE

SD- 03 Pr oduct Dat a

Mat er i al s and Equi pment ; G, AE Pr el i mi nar y Test s; G, RO Fi nal Accept ance Test ; G, RO Onsi t e Tr ai ni ng; G, RO Fi r e Pr ot ect i on Speci al i s t ; G, RO Spr i nkl er Syst em I nst al l er ; G, RO

SD- 05 Desi gn Dat a

Sway Br aci ng; G, AE Hydr aul i c Cal cul at i ons; G, AE

SD- 06 Test Repor t s

Pr el i mi nar y Test Repor t Fi nal Accept ance Test Repor t

SECTI ON 21 13 13. 00 10 Page 6

SD- 07 Cer t i f i cat es

I nspect i on by Fi r e Pr ot ect i on Speci al i s t

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

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

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 Fi r e Pr ot ect i on Speci al i s t

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 Fi r e Pr ot ect i on Speci al i s t 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) . Submi t t he name and document at i on of cer t i f i cat i on of t he pr oposed Fi r e Pr ot ect i on Speci al i s t s, 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 Fi r e Pr ot ect i on Speci al i s t shal l pr epar e and submi t a l i s t of 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 s t , 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) . The submi t t al s i dent i f i ed on t hi s l i s t shal l be accompani ed by a l et t er of appr oval s i gned and dat ed by t he Fi r e Pr ot ect i on Speci al i s t when submi t t ed t o t he Gover nment . The Fi r e Pr ot ect i on Speci al i s t shal l be r egul ar l y engaged i n t he desi gn and 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 shal l have 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 months.

1. 4. 2 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 s t Qualifications.

1. 4. 3 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 3copi es of t he Spr i nkl er Syst em shop dr awi ngs, no l at er t han 21days 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 nc l 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:

SECTI ON 21 13 13. 00 10 Page 7

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.

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, sei smi c separ at i on assembl i es, sway br aci ng, 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 bushi ngs, r educi ng coupl i ngs, 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 ; sway br aci ng f or ear t hquake pr ot ect i on, and 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. Submi t l oad cal cul at i ons f or s i z i ng of sway br aci ng, f or syst ems t hat ar e r equi r ed t o be pr ot ect ed agai nst damage f r om ear t hquakes.

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.

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

Provide Mat er i al s and Equi pment t hat have been t est ed by Under wr i t er s 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. , SECTI ON 21 13 13. 00 10 Page 8 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 quantity.

2. 4 UNDERGROUND PI PI NG COMPONENTS

2. 4. 1 Pipe

Pi pi ng f r om a poi nt 6 i nches above t he f l oor t o a poi nt 5 f eet out s i de t he bui l di ng wal l shal l be duct i l e i r on wi t h a r at ed wor ki ng pr essur e of 175 psi conf or mi ng t o AWWA C151/ A21. 51, wi t h cement mor t ar l i ni ng conf or mi ng t o AWWA C104/ A21. 4. Cont r act or may pr ovi de a UL/ FM appr oved st ai nl ess st el l i n bui l di ng r i ser i n l i eu of t he t hr eaded r od assembl y at t he cont r act or ' s opt i on. Pi pi ng mor e t han 5 f eet out s i de t he bui l di ng wal l s shal l compl y wi t h Sect i on 33 11 00 WATER UTI LI TY DI STRI BUTI ON PI PI NG.

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 feet 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 in UL Fi r e Pr ot Di r or FM APP GUI DE.

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, st eel pi pe shal l be bl ackas 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 pe i n whi ch t hr eads or gr ooves ar e cut or r ol l ed f or med shal l be Schedul e 40 or shal l be l i s t ed by Under wr i t er s ' Labor at or i es t o have a cor r osi on r esi st ance r at i o ( CRR) of 1. 0 or gr eat er af t er t hr eads or gr ooves ar e cut or r ol l ed f or med. 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.

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, 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.

SECTI ON 21 13 13. 00 10 Page 9

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 Flanges

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 be 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. 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. 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 supported.

2. 5. 3 Valves

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 s i de st em and yoke ( OS&Y) and i ndi cat i ng but t er f l y t ype as i ndi cat ed on dr awi ngs 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. 6 RI SER CHECK VALVE ASSEMBLY

Assembl y shal l i ncl ude an r i ser check val ve, st andar d t r i m pi pi ng, pr essur e gauges, bypass, t est i ng val ves, mai n dr ai n, i nspect or t est and dr ai n, pr essur e r el i ef val ve, 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 ALARM I NI TI ATI NG AND SUPERVI SORY DEVI CES

2. 7. 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.

SECTI ON 21 13 13. 00 10 Page 10

The el ect r o- mechani cal devi ce shal l i ncl ude a f l ex i 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. 7. 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. 8 FI RE DEPARTMENT CONNECTI ON

Fi r e depar t ment connect i on shal l be pr oj ect i ng 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 br ass f i ni sh. The connect i on shal l have t wo i nl et s wi t h i ndi v i dual sel f - c l osi ng c l 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 inch 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. 9 SPRINKLERS

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.

2. 9. 1 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, t ype wi t h nomi nal 1/ 2 i nch or i f i ce. Pendent spr i nkl er s shal l have a st ai nl ess st eel f i ni sh.

2. 9. 2 Upr i ght Spr i nkl er

Upr i ght spr i nkl er shal l be br ass and shal l have a nomi nal 1/ 2 i nch or i f i ce.

2. 10 ACCESSORIES

2. 10. 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 a sui t abl e met al or pl ast i c cabi net . 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. 10. 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

SECTI ON 21 13 13. 00 10 Page 11 inch 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. 10. 3 Pi pe Escut cheon

Escut cheon shal l be pol i shed chr omi um- pl at ed z i 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. 10. 4 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.

2. 11 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 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 175psi 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 valves.

2. 12 AUTOMATI C AI R RELEASE VALVE

Fur ni sh and i nst al l ai r r el ease val ve( s) at t he hi gh poi nt ( s) on t he f i r e spr i nkl er syst em pi pi ng det er mi ned by t he spr i nkl er syst em desi gner or engi neer t o assur e evacuat i on of ai r f r om t he syst em dur i ng and af t er f i l l i ng. The aut omat i c ai r r el ease val ve shal l consi st of a 40 mesh " Y" t ype st r ai ner connect ed t o an aut omat i c ai r vent val ve. The out put of t he ai r vent val ve shal l be a ½" NPT mal e connect i on whi ch al l ows a dr ai n at t achment f or saf el y dr ai ni ng i nadver t ent di schar ge of wat er t hat i s i nher ent i n t he oper at i on of t he aut omat i c ai r vent . I nst al l dr ai n pi pe t o appr opr i at e l ocat i on. The ai r vent assembl y shal l be f i el d r epl aceabl e wi t hout di sabl i ng t he spr i nkl er syst em by t he i nst al l at i on of a ½" bal l val ve i nst al l ed bef or e t he Y st r ai ner f or i sol at i on pur poses. The aut omat i c ai r r el ease val ve shal l be mount ed i n a ver t i cal posi t i on and shal l r equi r e a mi ni mum of 8 " of c l ear ance above t he f i r e spr i nkl er mai n or br anch l i ne piping.

Fur ni sh and i nst al l a bal l val ve pr i or t o t he " Y" t ype st r ai ner t o i sol at e t he aut omat i c ai r r el ease val ve and st r ai ner f r om t he syst em f or r epl acement of t he aut omat i c ai r vent or WAGS or st r ai ner mai nt enance.

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

SECTI ON 21 13 13. 00 10 Page 12 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 NFPA 13, NFPA 24 and publ i cat i ons r ef er enced t her ei n. I nst al l at i on of i n- r ack spr i nkl er s shal l compl y wi t h appl i cabl e pr ovi s i ons of NFPA 13.

3. 3 I NSPECTI ON BY FI RE PROTECTI ON SPECI ALI ST

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 Fi r e Pr ot ect i on Speci al i s t 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 s i gned appr oval of t he Pr el i mi nar y and Fi nal Accept ance Test Repor t s. The Fi r e Pr ot ect i on Speci al i s t 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 s i 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 Pr ot ect i on of Pi pi ng Agai nst Ear t hquake Damage

Sei smi cal l y pr ot ect t he syst em pi pi ng agai nst damage f r om ear t hquakes.

Thi s r equi r ement i s not subj ect t o det er mi nat i on under NFPA 13. I nst al l t he sei smi c pr ot ect i on of t he syst em pi pi ng i n accor dance wi t h UFC 3- 310- 04, NFPA 13 and Annex A. I ncl ude t he r equi r ed f eat ur es i dent i f i ed t her ei n t hat ar e appl i cabl e t o t he speci f i c pi pi ng syst em.

3. 4. 2 Pi pi ng i n Exposed Ar eas

I nst al l exposed pi pi ng 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. 3 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. 4 Pendent Spr i nkl er s

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 or 6 i nches f or copper t ubi ng. Wher e spr i nkl er s ar e i nst al l ed bel ow suspended or dr opped cei l i ngs, dr op ni ppl es shal l be cut such t hat spr i nkl er cei l i ng pl at es or escut cheons ar e of a uni f or m dept h t hr oughout t he f i ni shed space. The out l et of t he r educi ng coupl i ng shal l not ext end mor e t han 1 inch bel ow t he under si de of t he cei l i ng. On pendent spr i nkl er s i nst al l ed bel ow suspended or dr opped cei l i ngs, t he di st ance f r om t he spr i nkl er

SECTI ON 21 13 13. 00 10 Page 13 def l ect or t o t he under si de of t he cei l i ng shal l not exceed 4 i nches.

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. 5 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 nk l 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.

3. 4. 6 Pi pe Joi nt s

Pi pe j oi nt s shal l conf or m t o NFPA 13, except as modi f i ed 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 . For copper t ubi ng, pi pe and gr oove di mensi ons shal l compl y wi t h t he t ol er ances speci f i ed by t he coupl i ng 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 shown on t he dr awi ngs f or ser v i c i ng or adj ust i ng t he j oi nt .

3. 4. 7 Reducers

Reduct i ons i n pi pe s i 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 wi l l not be per mi t t ed. When st andar d f i t t i ngs of t he r equi r ed s i ze ar e not manuf act ur ed, s i ngl e bushi ngs of t he f ace t ype wi l l be per mi t t ed. Wher e used, f ace bushi ngs shal l be i nst al l ed wi t h t he out er f ace f l ush wi t h t he f ace of t he f i t t i ng openi ng bei ng r educed. Bushi ngs shal l not be used i n el bow f i t t i ngs, i n mor e t han one out l et of a t ee, i n mor e t han t wo out l et s of a cr oss, or wher e t he r educt i on i n s i ze i s l ess t han 1/ 2 i nch.

3. 4. 8 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 s l 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 c l ear ance bet ween t he pi pe and t he s l eeve per NFPA 13. The space bet ween t he s l 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 wal l s, f i r e par t i t i ons, or f l oor s, pi pes shal l be f i r e st opped. 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 s l eeve and t he pi pe shal l be

SECTI ON 21 13 13. 00 10 Page 14 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 .

3. 4. 9 Escutcheons

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. 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; a t est val ve l ocat ed appr oxi mat el y 7 f eet above t he f l oor ; 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 s i de t he bui l di ng wal l di r ect ed so as not t o 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 Drains

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 out s i 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.

3. 4. 12 I nst al l at i on of Fi r e Depar t ment 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. The pi pi ng bet ween t he connect i on and t he check val ve shal l be pr ovi ded wi t h an aut omat i c dr i p i n accor dance wi t h NFPA 13 and ar r anged t o dr ai n t o t he out s i de.

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 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.

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 . The suppl y l i ne shal l t er mi nat e i nsi de t he bui l di ng wi t h a f l anged pi ece, t he bot t om of whi ch shal l be set not l ess t han 6 i nches above t he f i ni shed f l oor . A bl i nd f l ange shal l be i nst al l ed t empor ar i l y on t op of t he f l anged pi ece t o pr event t he ent r ance of f or ei gn mat t er i nt o t he suppl y l i ne. A concr et e t hr ust bl ock shal l be pr ovi ded at t he el bow wher e t he pi pe t ur ns up t owar d t he f l oor . I n addi t i on, j oi nt s shal l be anchor ed i n accor dance with NFPA 24 usi ng pi pe c l amps and st eel r ods f r om t he el bow t o t he f l ange above t he f l oor and f r om t he el bow t o a pi pe c l amp i n t he hor i zont al r un of pi pe. Bur i ed st eel component s shal l be pr ovi ded wi t h a cor r osi on pr ot ect i ve coat i ng i n accor dance wi t h AWWA C203. Pi pi ng mor e t han 5 f eet out s i de t he bui l di ng wal l s shal l meet t he r equi r ement s of Sect i on 33 11 00

WATER UTI LI TY DI STRI BUTI ON PI PI NG.

3. 6 ELECTRI CAL WORK

Except as modi f i ed her ei n, el ect r i c equi pment and wi r i ng shal l be i n

SECTI ON 21 13 13. 00 10 Page 15 accor dance wi t h Sect i on 26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM. Al ar m si gnal wi r i ng connect ed t o t he bui l di ng f i r e al ar m cont r ol syst em shal l be i n accor dance wi t h Sect i on 28 31 64. 00 10 FI RE DETECTI ON AND ALARM SYSTEM, ADDRESSABLE. Wi r i ng col or code shal l r emai n uni f or m t hr oughout t he syst em.

3. 7 PRELI MI NARY TESTS

The syst em, i ncl udi ng t he under gr ound wat er mai ns, and t he abovegr ound pi pi ng and syst em component s, shal l be t est ed t o assur e t hat equi pment and component s f unct i on as i nt ended. Submi t pr oposed pr ocedur es f or Pr el i mi nar y Test s, no l at er t han 14 days pr i or t o t he pr oposed st ar t of t he t est s and pr oposed dat e and t i me t o begi n t he pr el i mi nar y t est s. The under gr ound and abovegr ound i nt er i or pi pi ng syst ems and at t ached appur t enances subj ect ed t o syst em wor ki ng pr essur e shal l be t est ed i n accor dance wi t h NFPA 13 and NFPA 24. Upon compl et i on of speci f i ed t est s, submi t 3copi es of t he compl et ed Pr el i mi nar y Test Repor t , no l at er t han 7days af t er t he compl et i on of t he Test s. The Repor t shal l i ncl ude bot h t he Cont r act or ' s Mat er i al and Test Cer t i f i cat e f or Under gr ound Pi pi ng and t he Cont r act or ' s Mat er i al and Test Cer t i f i cat e f or Abovegr ound Pi pi ng. Al l i t ems i n t he Pr el i mi nar y Test s Repor t shal l be s i gned by t he Fi r e Pr ot ect i on Speci al i s t .

3. 7. 1 Under gr ound Pi pi ng

3. 7. 1. 1 Flushing

Under gr ound pi pi ng shal l be f l ushed i n accor dance wi t h NFPA 24. Thi s i ncl udes t he r equi r ement t o f l ush t he l ead- i n connect i on t o t he f i r e pr ot ect i on syst em at a f l ow r at e not l ess t hat t he cal cul at ed maxi mum wat er demand r at e of t he syst em.

3. 7. 1. 2 Hydr ost at i c Test i ng

New under gr ound pi pi ng shal l be hydr ost at i cal l y t est ed i n accor dance wi t h NFPA 24. The al l owabl e l eakage shal l be measur ed at t he speci f i ed t est pr essur e by pumpi ng f r om a cal i br at ed cont ai ner . The amount of l eakage at t he j oi nt s shal l not exceed 2 quar t s per hour per 100 gasket s or j oi nt s, r egar dl ess of pi pe di amet er .

3. 7. 2 Abovegr ound Pi pi ng

3. 7. 2. 1 Hydr ost at i c Test i ng

Abovegr ound pi pi ng shal l be hydr ost at i cal l y t est ed i n accor dance wi t h NFPA 13 at not l ess t han 200 psi or 50 psi i n excess of maxi mum syst em oper at i ng pr essur e and shal l mai nt ai n t hat pr essur e wi t hout l oss f or 2 hour s. Ther e shal l be no dr op i n gauge pr essur e or v i s i bl e l eakage when t he syst em i s subj ect ed t o t he hydr ost at i c t est .