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12-984-0382 3 H. Contractor shall Provide copy of MIC - Microbiological Influenced Corrosion Test. PART Z - PRODUCTS 2.01 VALVES A. Acceptable Manufacturers: Nibco, Wilkins,Victaulic, Grinnell. Nibco model numbers are used to establish required level of product quality. E2.02 PIPE AND FITTINGS A. Interior Pipe and Fittings: 1. Schedule 10 ASTM -135, electric- resistance welded steel pipe suitable for roll grooving for piping 3" and larger. Provide AMF coating on pipe. Piping shall be rated for 300 psi. 2. Thinwall, ASTM -A -795 Typo E, Grade A, electric resistance welded by Allied -Dyna Thread with a CRR = 1.0 for threaded pipe ends and Allied XL /MLT for unthreaded thinwall pipe. Provide A5F coating on piping. For piping up to 3 ". Piping shall be rated for 300 psi. 3. Schedule 5 piping shall net be approved or permitted. 4. Fittings: a. Mechanical couplings: Roll groove rigid typo by Victaulic, or Grinnell U.L. listed for 300 psi. b. Class 250 cast Iron sprinkler fittings U.L. listed - screwed flanged. c. All fittings shall be by the same manufacturer and shall be UL /FM approved. d. Straps shall not be permitted. e. Flexible sprinkler drops shall not be approved or permitted. f. Mechanical couplings shall be manufactured In two segments of cast ductile Iron, conforming to ASTM A -536, Grade 65- 45 -12. Gaskets shall be pressure responsive synthetic rubber, grade to suite the Intended service, conforming to ASTM D -2000. Mechanical couplings bolts shall be zinc plated (ATSM 5 -0330) heat treated carbon steel track head conforming to physical properties of ASTM A -449, minimum tensile strength 110,000 psi as provided. 1) Installation ready rigid joints shall be Victaulic Fire Lock EZ Style 009, In sizes 1 -1/4" through 4 which shall be designed for direct stab Installation onto grooved pipe without prior disassembly of the coupling. Housings shall be cast with offsetting, angle- pattern bolt pads. 2) Standard rigid joints shall be Vlctuallc Style 005 Flrelock 005 or 07 (zero- flex), Ins sizes 1 -1/4" through b". Housing shall be cast with offsetting, angle-pattern bolt pads, to provide system rigidity and support and hanging in accordance with NFPA 13. Provide with Vlcplus flush seal gasket. 1. Mechanical coupling gaskets shall be pressure responsive, synthetic rubber listed for use with the housings. h. Flange adaptors shall be for use with grooved end pipe and fittings, for mating to ANSI Class 125/150 flanges. Victaulic Style 741 or 744. For mating to ANSI Class 300 Flanges use Victaulic Style 743. 1. Grooved end fittings shall be cast of ductile iron conforming to ASTM -A536, Grade 65 -45 -12 (fire lock), forged steel conforming to ASTM A -234, Grade WPM 0.375" wall or fabricated from STD, wt carbon steel pipe conforming to ASTM A -53, Type F, E or S, Grade M. Fittings provided with an alkyd enamel finish or hot dipped galvanized to ASTM A -153, zinc electroplated fittings and couplings shall conform to ASTM 5633. D j. Hole cut branch outlets shall have bolted branch outlets with branch reductions on 2" through 8" header piping. Molted branch outlets shall be manufactured from ductile iron conforming to ASTM A -536, Grade 65- 45 -12, with synthetic rubber gasket and heat treated carbon steel zinc plated bolts and nuts conforming to physical properties of ASTM A -1 *3, Vlctuallc Style 920/920N. 5. Drain Piping: 1. Schedule 40, A53 grade 5, galvanized pipe. 2. Fittings. Class 250 cast iron, screwed with galvanized coating. 2.03 HANGERS AND SUPPORTS A. Acceptable manufacturers: Anvil, Milne, Viking, Reliable Empire, Fee and Mason. Grinnell model numbers are used to establish level of product quality. M. Provide U.L. Listed and F.M. approved hangers. All hangers, hanger rods, and nuts shall be galvanized. C. Hangers: 1. Anvil *260 MSS, Type 1 for pipe 2" through 12" 2. Anvil Figure *104, Type 6, adjustable split ring for pipe less than 2 ". 3. Anvil *69 for pipe 1/2" through 2 ". D. Clamps: 1. Riser Clamps: Grinnell *261, MSS Type *, at floor slab penetrations to support risers. 2. C- Clamps: Grinnell #92 with retainer clip, MSS Type 23. 3. Mailable beam Clamps: Grinnell Figure #218, MSS Type 30. E. Inserts: 1. Concrete insert: Grinnell Figure *2 *1, MSS Type 1*, universal concrete insert, adequately sized and correctly positioned to support full load. 2. Lightweight concrete: Grinnell *2 *5. 3. Continuous Concrete Insert: Grinnell Powerstrut *PS-345, progalvanlzed. 4. Power Insert: HILTI KWIK -Molt, zinc plated HDI metal expansion anchor. Use In conjunction with all thread rods. To be used on existing construction only. S. Power Inserts shall not be used In post tension construction unless approved by Structural Engineer. 6. All hangers, including nuts, bolts, rods, trapeze hangers, clevis and swivel ring hangers shall be hot dipped galvanized where used at exterior applications. 2.04 SPRINKLER HEADS A. Acceptable Manufacturers, Reliable Sprinkler Company, Viking, Victaulic. S. Slip -type escutcheons will not be accepted. C. Extended coverage heads systems will not be acceptable. D. Sprinkler heads shall be U.L. Listed and F.M. approved. Concealed type quick response sprinkler head may be U.L. listed only. E. Concealed Viking Horizon Mirage VK404, bulb type, 1/2" orifice. Quick Response, 5.6 "K" Factor. F. Provide quick response heads In all areas. y Bid and Permit Set G. Provide the following sprinkler heads of the proper typo, rating and spacing. Appropriate must be compatible 1 AHCA Stage III with room finishes. Slip -type escutcheons will not be accepted. NO. DESCRIPTION H. Provide one sprinkler cabinet with 6 extra sprinkler heads and sprinkler wrench for emergency use. Locate REVISIONS /ISSUES cabinet in maintenance area. Provide a minimum of two extra sprinkler heads of each type sprinkler head used for the ' project. Add an extra sprinkler cabinet If necessary to house the spare heads. PART 3 - EXECUTION 3.01 COORDINATION BA. Coordinate Installation to avoid interference with other systems. M. Provide power and interlock wiring under Division 16. Coordinate with Division 16 for all requirements. 3.02 PIPE INSTALLATION A. Install sprinkler pipe a minimum of 12" above top of ceiling to allow for removal of ceiling the and lighting fixtures and for access to equipment above the ceiling. M. Support vertical pipe risers at 12' maximum distance or at least once at each floor. C. Use hanger types as specified in Part 2 above. This shall overrule hanger typos outlined In NFPA 13. D. Hanger spacing shall be in accordance with NFPA 13. Maximum spacing of 12 " -0" on center per FM requirements. CL E. Provide hangers on all arm outs of 12" or more In all cases. u U- F. Seal penetrations of fire rated walls and floors In accordance with U.L. Fire Resistance Index for Through - Penetration Firestep Systems. Coordinate requirements with Division 7. G. Provide trapeze type hangers where necessary to support pipe when structural steel Is not directly above for support. H. Provide 9-1/2" x 11" floor plan In color at each sprinkler control valve within stairwell on wall of area served 0o by sprinkler system. Coordinate with contract documents and Life Safety drawings for areas served. r I. Pip* ends shall be clean and free from Indentations, projections and roil marks In the area from pipe end to groove. CL J. The gasket style and alastomerlc material (grade) shall be verified as suitable for the intended service as (D N A.: specified. N K. All grooved components (couplings, fittings, valves, gaskets and specialities) shall be of one manufacturer. r` L. Grooved coupling manufacturer's factory trained field representative shall provide on site training for �O contractor's field personnel in the proper use of grooving tools, application of grooved, and installation of grooved piping products. LO 1. Minimum excess pressure of 10 psi including required hose stream allowance and sprinkler requirements. N w 2. Maximum pipe velocity of 20 feet /second or as limited by Insuring agent. G! 4 5 3.03 SPRINKLERS A. Install sprinkler heads and required piping In areas such as concealed spaces, kitchen hoods, lab hoods, dietary freezer and chill boxes and other special areas and spaces as required by NFPA 13 and NFPA 101, M. Provide drain valves, pipes and test connections as required by NFPA 13. Pipe drain fines and test connections to outside building or as shown and detailed on Drawings. Originate test lines from most hydraulically remote point of each sprinkler zone. C. Install sprinkler heads centerline of corridors and locate In the center of the telling tiles. Install sprinkler heads in ether designated spaces In the center of the ceiling tiles and symmetrically locate with other heads within the ceiling. Do not Install sprinkler heads in other locations any closer than six Inches to any ceiling grid or wall. D. Sprinklers shall be installed a minimum of 12" from any HVAC diffuser. 101 ,~:.•' sit . , t 41 1 T t n C, i `xttf.O c.-• t1 4 �.�.tt�RII n�a.rr c.otr,a��� 1,a; >_r , , ; t ���•��. /,Ny SyS`rF.% IS 11�SrALLEID Ct%Itt.ir:�tij •••r ••r r • ••••r ••r ••• • r • • r • Y r A'c�liect of Record: eye • • • i r • Y • G .. •coil rirr• ••• • r Y • • r . r . • ARRAY Arch itects P.C. ,eAltheare facilities solutions 6800 Broken Sound Boulevard NW Suite 125 Boca Raton, FL 33487 t: 561.995.1700 f: 561.995.1701 firm license number www.arr2yhfs.com AA2600830 SEAL: CONSULTANTS: `�,ttlllilt //7 �. Mo(� Ar \ p 0a E OF III s Smith Seckman Reid, Inc. 600 West Hillsboro, Suite 300 Deerfield Beach, FL 33441 (954) 421 -1260 FAX: (954) 421 -1466 www.ssr- ine.com Firm Certification - EB- 0000857 Dennis O. Davis PE - 58588 John. E. Moulder PE - 33200 SSR JOB* 1.232010.0 OWNER: BAPTIST HEALTH SOUTH FLORIDA HOSPITAL: SOUTH MIAMI HOSPITAL PROJECT: INTERIOR RENOVATIONS FOR CENTRAL MONITORING ADDRESS: 6200 Southwest 73rd Street South Miami, FL 33143 AHCA: CLIENT CODE /FILE NUMBER: 23/100154 PROJECT ID /SUBMISSION NUMBER: 187 -1 2 Bid and Permit Set 07-18-12 1 AHCA Stage III 07 -03 -12 NO. DESCRIPTION DATE REVISIONS /ISSUES SHEET TITLE: FIRE PROTECTION SPECIFICATIONS DRAWN: CHECKED: CON/REF No. 0000 PROJECT No. 3606 DATE: 07 -03 -12 SCALE: As Indicated SHEET NO. FPO,3 This Occumen' is a ;.,)pyrklht Fm'ec'ed instrumerr o' s ope.u) t A Bn° Ynd h ersed for 4+a ri fh- Pled proje �11). Roo r,du [io ar j ,;� Sh d::Or-let T wi'hoi'. written pe- n-iss& of APA" i- Pl:gol and will be prgsec.ited rdei 1 law. ©COPYRIGHT - 2012 ARRAY HFS