1170188_Volume_2_Specs.pdf
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Specifications Volume 2
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Text version
Type B-3 Submittal
Specifications Vol 2 of 2
Security Forces and Communications Training Facility Francis S. Gabreski ANGB, Westhampton Beach, NY
WKVB109058
W9133L-15-D-0001-D211
Prepared For:
Prepared By:
3500 Parkway Lane, Suite 500
Peachtree Corners, Georgia 30092 678.336.7740 www.pondco.com
October 31, 2018 Pond Project No. 1170188
106th Rescue Wing
Francis S. Gabreski ANGB
Westhampton Beach, NY
This Page Intentionally Left Blank
Replace Security Forces and Communications Training Facility WKVB109058
PROJECT TABLE OF CONTENTS Page 1
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 14 00 WORK RESTRICTIONS
01 20 00.00 20 PRICE AND PAYMENT PROCEDURES
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 33 00ATT SUBMITTAL REGISTER
01 33 29 SUSTAINABILITY REPORTING
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.00 10 QUALITY CONTROL
01 45 35 SPECIAL INSPECTIONS
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
01 91 13 GENERAL COMMISSIONING REQIREMENTS
01 91 13ATT COMMISSIONING PLAN
DIVISION 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 21 00 STEEL JOIST FRAMING
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 51 00 METAL STAIRS
05 51 33 METAL LADDERS
05 52 00 METAL RAILINGS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY
06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
06 61 16 SOLID SURFACING FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS
07 13 53 ELASTOMERIC SHEET WATERPROOFING
07 21 13 BOARD AND BLOCK INSULATION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 22 00 ROOF AND DECK INSULATION
07 27 10.00 10 BUILDING AIR BARRIER SYSTEM
07 27 19.01 SELF-ADHERING AIR BARRIERS
07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS
07 27 36 SPRAY FOAM AIR BARRIERS
07 42 15 ALUMINUM SCREEN WALL, SOFFITS AND ACCESSORIES
PROJECT TABLE OF CONTENTS Page 2
07 42 63 COMPOSITE ALUMINUM PANEL ASSEMBLIES
07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING
07 60 00 FLASHING AND SHEET METAL
07 61 14.00 20 STEEL STANDING SEAM ROOFING
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 11 16 ALUMINUM DOORS AND FRAMES
08 14 00 WOOD DOORS
08 31 00 ACCESS DOORS AND PANELS
08 33 23 OVERHEAD COILING DOORS
08 34 59 VAULT DOORS AND DAY GATES
08 34 73 SOUND CONTROL DOOR ASSEMBLIES
08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL LOUVERS
DIVISION 09 - FINISHES
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 29 00 GYPSUM BOARD
09 30 10 CERAMIC, QUARRY, AND GLASS TILING
09 51 00 ACOUSTICAL CEILINGS
09 65 00 RESILIENT FLOORING
09 65 66 RESILIENT ATHLETIC FLOORING
09 68 00 CARPETING
09 69 13 RIGID GRID ACCESS FLOORING
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 11 00 VISUAL DISPLAY UNITS
10 14 00.20 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 22 13 WIRE MESH PARTITIONS
10 22 19 DEMOUNTABLE AND MOVABLE PARTITIONS
10 22 39 FOLDING PANEL PARTITIONS
10 28 13 TOILET ACCESSORIES
10 51 13 METAL LOCKERS
10 73 00 PRE-MANUFACTURED ALUMINUM CANOPIES
10 74 00 ALUMINUM SUNSHADE DEVICES
DIVISION 12 - FURNISHINGS
12 24 13
ROLLER WINDOW SHADES
12 93 00 SITE FURNISHINGS
DIVISION 14 - CONVEYING EQUIPMENT
14 24 23
HYDRAULIC PASSENGER ELEVATORS
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
PROJECT TABLE OF CONTENTS Page 3
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
22 08 00 COMMISSIONING OF PLUMBING SYSTEMS
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 08 00 COMMISSIONING OF HVAC
23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC
23 11 25 FACILITY GAS PIPING
23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM
23 23 00 REFRIGERANT PIPING
23 52 00 HEATING BOILERS
23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS
23 82 00.00 20 TERMINAL HEATING UNITS
23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT
DIVISION 25 – INTEGRATED AUTOMATION
25 08 00 COMMISSIONING OF INTEGRATED AUTOMATION
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
26 08 00 COMMISSIONING OF ELECTRICAL SYSTEMS
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 24 13 SWITCHBOARDS
26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION
26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS
26 32 14.00 10 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY
APPLICATIONS
26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH
26 41 00 LIGHTNING PROTECTION SYSTEM
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
31 31 16.13 CHEMICAL TERMITE CONTROL
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 11 20 BASE COURSE FOR RIGID PERVIOUS PAVING
32 11 23 AGGREGATE BASE COURSES
32 12 13 BITUMINOUS TACK AND PRIME COATS
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
PROJECT TABLE OF CONTENTS Page 4
32 13 43 PERVIOUS CONCRETE PAVING
32 16 13 CONCRETE SIDEWALKS AND CURBS
32 17 23 PAVEMENT MARKINGS
32 31 13 CHAIN LINK FENCES AND GATES
32 92 19 SEEDING
32 92 23 SODDING
DIVISION 33 - UTILITIES
33 11 00 WATER UTILITY DISTRIBUTION PIPING
33 30 00 SANITARY SEWERS
33 40 00 STORM DRAINAGE UTILITIES
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
-- End of Project Table of Contents --
Repl ace Secur i t y For ces and Communi cat i ons Tr ai ni ng Faci l i t y WKVB109058
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 ( 2011) 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
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 ( 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
NATI ONAL I NSTI TUTE FOR CERTI FI CATI ON I N ENGI NEERI NG TECHNOLOGI ES
(NICET)
NI CET 1014- 7 ( 2010) Pr ogr am Det ai l Manual f or
SECTI ON 21 13 13. 00 10 Page 2
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- 310- 04 ( 2013) Sei smi c Desi gn f or Bui l di ngs
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 al l ar eas of t he bui l di ng. 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 0.20 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. The mi ni mum pi pe s i 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 f i r e hydr ant shown on t he dr awi ngs c l osest t o t he poi nt wher e t he wat er ser vi ce ent er s t he bui l di ng.
1. 2. 1. 2 Basi s f or Cal cul at i ons
Ther e i s a pr oj ect i n pl ace t o r epl ace/ upgr ade t he exi st i ng under gr ound wat er di st r i but i on syst em at t hi s l ocat i on what wi l l be compl et ed pr i or t o t he f i nal desi gn of t he new Faci l i t y , t her ef or e, t he wat er suppl y f or t he new f aci l i t y wi l l be based on t he ant i c i pat ed wat er suppl y avai l abl e af t er t he compl et i on of t he under gr ound wat er suppl y upgr ade pr oj ect whi ch i s as f ol l ows as pr ovi ded by t he base a st at i c pr essur e of 62, and a f l ow of 1500 at a r esi dual pr essur e of 20. Wat er suppl y shal l be pr esumed avai l abl e at connect or s t o new under gr ound wat er suppl y syst em. 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
SECTI ON 21 13 13. 00 10 Page 3 exi st i ng under gr ound pi pi ng. The cont r act or shal l per f or m a f l ow t est on t he new wat er di st r i but i on syst em t o ver i f y wat er suppl y pr i or t o submi t t al of spr i nkl er shop dr awi ng and cal cul at i on.
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 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 occupanci es.
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 Cont r act or Qual i t y Cont r ol appr oval . 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 As- Bui l t Dr awi ngs
SD- 03 Pr oduct Dat a
Fi r e Pr ot ect i on Rel at ed Submi t t al s Mat er i al s and Equi pment ; G Spar e Par t s
SECTI ON 21 13 13. 00 10 Page 4
Pr el i mi nar y Test s Fi nal Accept ance Test Onsi t e Tr ai ni ng Fi r e Pr ot ect i on Speci al i s t ; G Spr i nkl er Syst em I nst al l er ; G
SD- 05 Desi gn Dat a
Sway Br aci ng; G Hydr aul i c Cal cul at i ons; G
SD- 06 Test Repor t s
Pr el i mi nar y Test Repor t Fi nal Accept ance Test Repor t
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
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 Fi r e Pr ot ect i on Engi neer assi gned t o t he Ai r Nat i onal Guar d, or U. S. Ai r f or ce - AFCEC/ CO.
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) or who i s cer t i f i ed as a Level I V Techni c i an by 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 Aut omat i c Spr i nkl er Syst em 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.
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 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 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 t hat bear s t he Fi r e Pr ot ect i on Speci al i s t ' s pr of essi onal cr edent i al s and cont act i nf or mat i on, 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 mont hs.
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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 and bear t he Fi r e Pr ot ect i on Speci al i s t ' s Pr of essi onal Cr edent i al s and cont act i nf or mat i on, 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 . Submi t 3 copi es of t he Spr i nkl er Syst em shop dr awi ngs, no l at er t han 21 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.
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.
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1. 6 EXTRA MATERI ALS
Submit 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
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. , 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. 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
SECTI ON 21 13 13. 00 10 Page 7 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 ack 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 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. 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.
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.
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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) 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. 6 RISER ASSEMBLY
Assembl y shal l i ncl ude an i ndi cat i ng cont r ol val ve, check val ve, wat er f l ow switch , 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 bel l shal l be pr ovi ded and i nst al l ed i n accor dance wi t h NFPA 13. Wat er f l ow al ar m bel l shal l be r at ed 24 VDC and shal l be connect ed t o t he Fi r e Al ar m Cont r ol Panel(F MCP) i n accor dance wi t h 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 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 except t hose f or el evat or spr i nkl er s whi ch cannot have t i me del ay capabi l i t i es. 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 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
SECTI ON 21 13 13. 00 10 Page 9 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 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. 10 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. 10. 1 Conceal ed Spr i nkl er
Conceal ed spr i nk l er shal l be 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. 10. 2 Recessed Spr i nkl er
Recessed spr i nkl er shal l be chr ome- pl at ed 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. 10. 3 Upr i ght Spr i nkl er
Upr i ght spr i nkl er shal l be br ass whi t e pol yest er qui ck- r esponse t ype wi t h whi t e t ef l on coat i ng and shal l have a nomi nal 1/ 2 i nch or 17/ 32 i nch orifice.
2. 10. 4 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 br ass whi t e pol yest er wi t h whi t e t ef l on coat i ng f i ni sh. Si dewal l spr i nkl er shal l be t he standard - r esponse t ype.
2. 11 ACCESSORIES
2. 11. 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. 11. 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 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. 11. 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.
Escut cheons shal l be pr ovi ded wher e pi pe i s i nst al l ed exposed t o s i ght .
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2. 11. 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 located l ess t han 7 f oot 6 i nches above t he f i ni shed f l oor and wher e i ndi cat ed on t he pl ans.
2. 11. 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.
2. 12 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 175 psi . The maxi mum pr essur e l oss shal l be 12 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.
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 NFPA 13, NFPA 24 and publ i cat i ons r ef er enced t her ei n.
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.
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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. 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 nk l 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. 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 cent er ed i n t he cei l i ng t i l e wi t h a 1" t ol er ance i n ei t her di r ect i on.
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 . 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
SECTI ON 21 13 13. 00 10 Page 12 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 vi 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 accor dance wi t h Sect i on 07 84 00 FI RESTOPPI NG. 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 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 located no mor e t han 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
SECTI ON 21 13 13. 00 10 Page 13 f i ni shed gr ade adj acent t o and on t he spr i nkl er syst em si de of t he backf l ow pr event er . 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 5 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 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 Section 28 31 76 I NTERI OR FI RE ALARM AND MASS
NOTI FI CATI ON SYSTEM.
3. 7 PI PE COLOR CODE MARKI NG
Col or code mar k pi pi ng as speci f i ed i n Sect i on 09 90 00 PAI NTS AND COATI NGS.
3. 8 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 3 copi es of t he compl et ed Pr el i mi nar y Test Repor t , no l at er t han 7 days 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 .
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3. 8. 1 Under gr ound Pi pi ng
3. 8. 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. 8. 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.
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