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SEE I SEE TABLE 2 TABLE 1 T' BRACE/ SUPPORT MAXIMUM INLINE TABLE 2 SUPPORT SPACING DISTANCE SPRINKLER HEAD DROP TEE PIPE SIZE inches MAX feet SYSTEM PRESSURE < 100 psi > 100 psi 3/4" (1.7) 4' 3' 1 it (1.8) 5' 4' 114" (2.0) 6' 5' 1 1h „- 3„ (2.1) 7' 7' BLAZEMASTER® PIPE SDR 13.5 (ASTM F442) HANGER SPACING NOMINAL inches SIZE (mm) MAX feet SPACING (m) 3/4" (20.0) 5.5' (1.7) 1 " (25.0) 6.0' (1.8) 11/" (32.0) 6.5' (2.0) 1 1,� " (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 21,x" (65.0) 9.0' (2.7) 3" (80.0) 1 10.0' (3.0) 1/2 SUPPORT SPACING ASTM F442 CPVC BRAANCHLINE * BRACE/ SUPPORT MAXIMUM END LINE TABLE 1 SUPPORT SPACING DISTANCE SPRINKLER HEAD DROP ELBOW PIPE SIZE inches WELD /GROOVED /PLAIN SYSTEM PRESSURE < 100 psi > 100 psi 3/4" ❑ SCH. 7 (DYNAFLOW, ETC.) 9" 6" 1 " 1 Hanger 12" 9„ 11/4 " 0' -0" 16" 12" 1 1h " -3" 5' -7" 24" 12" SEE TABLE BELOW FOR NUMBER OF HANGERS REQUIRED ASTM F442 CPVC BRANCHLINE * * NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER CPVC SUPPORT SPACING DETAIL (NOT TO SCALE) BASIC PIPE AND FITTING MINIMUM ALLOWABLE HANGERS PER LENGTH OF PIPE MINIMUM PIPE SCHEDULE FOR WELD /GROOVED /PLAIN MISCELLANEOUS MATERIAL REQUIREMENTS: PIPE SIZE inches (1.8) 11/4 (32.0) ❑ SCH. 7 (DYNAFLOW, ETC.) Pipe Length ❑ DOMESTIC MATERIAL ONLY ❑ SCH. 10 1 Hanger 2 Hangers 3 Hangers 3/4" 0' -0" TO 5' -5" VIAATERIAL TO BE UL LISTED AT A MINIMUM 5' -7" TO 11' -0" 11' -1" TO 16' -6" 1 to 0' -0" TO 6' -0" MICROFAST 6' -1" TO 12' -0" 12' -1 " TO 18' -0" 1 Y4 0' -0" TO 6' -6" ❑ "SEAMLESS" 6' -7" TO 13' -0" 13' -1 " TO 19' -6" 11,x" 0' -0" TO 7' -0" VALL THREAD ROD TO BE 'CAD PLATED' 7' -1" TO 14' -0" 14' -1" TO 21' -0" 2" 0' -0" TO 8' -0" ❑ GROOVED COUPLINGS (RIGID) 8' -1" TO 16' -0" 16' -1" TO 24' -0" 21,�" 0' -0" TO 9' -0" ❑ FLANGED 250# 9' -1" TO 18' -0" 18' -1" TO 27' -0" 3" 0' -0" TO 10' -0" 10' -1" TO 20' -0" 1 20' -1" TO 30' -O" * NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER CPVC SUPPORT SPACING DETAIL (NOT TO SCALE) BASIC PIPE AND FITTING MATERIAL REQUIREMENTS: MINIMUM PIPE SCHEDULE FOR WELD /GROOVED /PLAIN MISCELLANEOUS MATERIAL REQUIREMENTS: END PIPING: (1.8) 11/4 (32.0) ❑ SCH. 7 (DYNAFLOW, ETC.) ❑ BLACK STEEL PIPE ❑ DOMESTIC MATERIAL ONLY ❑ SCH. 10 ❑ GALVANIZED PIPE [d�'DOMESTIC OR FOREIGN MATERIAL ACCEPTABLE ❑ SCH. 40 ❑ "SEAMLESS" VIVIATERIAL TO MEET THE MINIMUM REQUIREMENTS OF NFPA 13 ❑ SCH. 80 ❑ SHOP PAINTED VIAATERIAL TO BE UL LISTED AT A MINIMUM [CPVC (3.0) ❑ MATERIAL TO BE UL LISTED & FM APPROVED VK468 62 ❑ DRAIN PIPE & FITTINGS TO BE "GALVANIZED" MINIMUM PIPE SCHEDULE FOR THREADED PIPING: GALVANIZED PIPE & FITTINGS REQUIRED FOR EXTERIOR WALL MICROFAST RECESSED PENDENT PENETRATIONS & EXTERIOR PIPING RUNS. ❑ "THREADABLE" LIGHTWALL ❑ BLACK STEEL PIPE HANGER MATERIAL ❑ SCH. 40 ❑ GALVANIZED PIPE 28 ❑ SCH. 80 ❑ "SEAMLESS" SKSTANDARD LOOP HANGER RINGS M'NOT APPLICABLE ❑ SHOP PAINTED ❑ CLEVIS HANGERS REQUIRED oo uj ❑ ALL THREAD ROD TO 'BLACK' LL_ M VALL THREAD ROD TO BE 'CAD PLATED' FITTINGS UTILIZED ON THIS PROJECT: U) W ❑ "STAINLESS" HANGER MATERIAL REQUIRED ❑ GROOVED (STANDARD TAKEOUT) ❑ C.I. SCREWED CL ❑ GROOVED (SHORT RADIUS) ❑ D.I. SCREWED MISCELLANEOUS NOTES: ❑ GROOVED COUPLINGS (RIGID) ❑ M.I. SCREWED (BLK) O ❑ GROOVED COUPLINGS (FLEXIBLE) ❑ M.I. SCREWED (GALV) TOTAL NEW .HEADS - TOTAL DOES NOT INCLUDE SPARE HEAD COUNT ❑ WELDED OUTLETS ❑ FLANGED 125# ❑ MECHANICAL TEES ❑ FLANGED 250# O mCPVC * = SEE MISCELLANEOUS NOTES L r` HEX HEAD SELF CPVC PIPE TAPPING SCREW r WOOD FRAMING BEYOND -�j BLAZEMASTER® PIPE SDR 13.5 (ASTM F442) HANGER SPACING NOMINAL SIZE inches (mm) MAX feet SPACING (m) 1" (25.0) 6.0' (1.8) 11/4 (32.0) 6.5' (2.0) 1'h" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 2 %" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) CENTER LINE OF PIPE HANGER APPLICATION o RESTRAINER APPLICATION WOOD FRAMING BEYOND SINGLE FASTENER HEX HEAD SELF STRAP HANGER TAPPING SCREW HEX HEAD SELF TAPPING SCREW `SINGLE FASTENER STRAP HANGER WOOD PIPE SUPPORT CPVC SINGLE FASTENER STRAP HANGER (NOT TO SCALE) BLAZEMASTER® PIPE SDR 13.5 (ASTM F442) HANGER SPACING NOMINAL SIZE inches (mm) MAX feet SPACING (m) 1 " (25.0) 6.0' (1.8) 1 "W. (32.0) 65 (2.0) i W. (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 21,j" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) CPVC PIPE I SiKAH HANULK 0 �---,--WOOD FRAMING BEYOND 6 1 I v CEOFEPIPE LINE SCREW HEX HEAD SELF OFFSET FASTENER TAPPING SCREW STRAP HANGER WOOD PIPE SUPPORT CPVC OFFSET FASTENER STRAP HANGER (NOT TO SCALE) EXISTING BRANCHLINE TEE OR ELL - EXISTING DROP. FIELD COORDINATE CUT LENGTH. CEILING ELEVATION FIRE SPRINKLER GENERAL NOTES AND SPECIFICATIONS 1. GENERAL PROJECT SCOPE: THE PROJECT INVOLVES THE RENOVATION OF AN EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE AND PROTECT NEW RESIDENTIAL UNIT BUILD -OUTS IN AN EXISTING ASSISTED LIVING FACILITY. THE EXISTING BUILDING IS WOOD FRAMED CONSTRUCTION. NO MODIFICATIONS TO THE SPRINKLERS IN THE COMBUSTIBLE CONCEALED SPACE BETWEEN FLOORS WILL TAKE PLACE WITHIN THE SCOPE OF WORK FOR THIS PROJECT. ALL NEW SPRINKLER WORK IS TO BE IN ACCORDANCE WITH NFPA 13, 2007 EDITION; NFPA 13R, 2007 EDITION: FLORIDA FIRE PREVENTION CODE, 2010 EDITION; AND LOCAL AUTHORITIES HAVING JURISDICTION. THE RENOVATION AREA IS APPROXIMATELY 11,000 SQ. FT. 2. DESIGN PARAMETERS: A. THE EXISTING SPRINKLER SYSTEM WAS ORIGINALLY DESIGNED FOR RESIDENTIAL AND LIGHT HAZARD OCCUPANCY. THE NEW BUILD -OUT SPACES ARE EQUAL TO THE ORIGINAL OCCUPANCY HAZARD AND NOT LOCATED IN THE HYDRAULICALLY MOST REMOTE OR DEMANDING AREA OF THE BUILDING. NO NEW HYDRAULIC CALCULATIONS ARE REQUIRED OR PROVIDED. B. REGARDLESS OF THE LOCATIONS SHOWN, ALL HANGERS SHALL BE IN ACCORDANCE WITH NFPA-13. C. ROUGH -IN PIPING TO BE FLUSHED AND TESTED IN ACCORDANCE WITH NFPA -13. D. THIS AREA IS NOT KNOWN TO HAVE PROBLEMS WITH MICROBIAL INDUCED CORROSION. NO PREVENTATIVE MEASURES HAVE BEEN DESIGNED INTO THIS SYSTEM. 3. MATERIALS: A. SEE BASIC PIPE AND FITTING MATERIAL REQUIREMENTS, THIS SHEET. 4. COX FIRE PROTECTION IS RESPONSIBLE FOR MAINTAINING AS- GUILTS. 5. ALL PENETRATIONS THRU RATED WALLS /FLOORS SHALL BE FIRE STOPPED /WATERPROOFED TO MATCH THE RATING OF THE WALL /FLOOR. 6. AUXILIARY DRAIN VALVES ARE TO BE PROVIDED WHERE PORTIONS OF THE SYSTEM ARE INSTALLED "TRAPPED ", IN ACCORDANCE WITH NFPA 13. 7. COX FIRE PROTECTION IS NOT RESPONSIBLE FOR THE PAINTING OF PIPE, HANGERS, FITTINGS OR OTHER HARDWARE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PAINTING, AS RELATED TO FIRE SPRINKLERS. HEADS SHALL NOT BE PAINTED AND SHALL BE TEMPORARILY PROTECTED FROM OVERSPRAY WITH PAPER BAGS OR ALUMINUM FOIL. CARE SHALL BE TAKEN AT ALL TIMES NOT TO DAMAGE THE SPRINKLER HEAD'S FRANGIBLE BULB. 8. NO UNDERGROUND WORK IS ANTICIPATED FOR THIS PROJECT. 9. THE FIRE DEPARTMENT CONNECTION IS EXISTING AND SHALL REMAIN AS -IS. 10. QUICK RESPONSE SPRINKLER HEADS SHALL BE INSTALLED THROUGHOUT (UNLESS OTHERWISE NOTED). 11. THIS IS A CENTER -OF -TILE INSTALLATION, UNLESS NOTED OTHERWISE. SEE PRINT FOR SPRINKLERS NOT LOCATED IN THE CENTER OF TILE. NEW ARMOVER, DROP AND SPRINKLER. SEE PLAN FOR DIMENSIONS. NOTE. ALL PIPE USED ON THIS PROJECT IS �4" OR 1" CPVC. SEE HEAD SCHEDULE FOR FIRE SPRINKLER FINISH AND HEAD TYPE TYPICAL RECESSED PENDENT RELOCATE (NOT TO SCALE) "SAMMY SUPER SCREW" MODEL GST - INSTALLED WITH RECOMMENDED NUT DRIVER 3/8" CONTINUOUS THREADED ROD CPVC PIPING NOTE: INSTALL CLIP FOR PIPE UPLIFT SUPPORT UL LISTED ADJUSTAB SWIVEL RING WOOD JOIST BEAM OR TRUSS CHORD SAMMY SUPER SCREW" MODEL SWG - INSTALLED WITH rRECOMMENDED NUT DRIVER, SCREW WILL PROTRUDE ON ---� -, /- NOMINAL 2" WIDTH MEMBERS CENTER_ L OF PIP' APPROVED PART /'S PART / MAX. PIPE SIZE SWG 20 3" PIPE SWG 25 -380 4" PIPE "K" NPT GST 20 2 PIPE GST 25 -380 4' PIPE GST 30 4" PIPE 5/8" CONTINUOUS THREADED ROD CPVC PIPING NOTE: INSTALL CLIP FOR PIPE UPLIFT SUPPORT LISTED ADJUSTABLE SWIVEL RING WOOD PIPE SUPPORT SAMMY SUPER SCREW w/ SWIVEL RING (NOT TO SCALE) Please be advised this review of plans submitted is a cu(sory review to assist the contractor in c mpliance With applicable fire safety codes. Tl -ls revie��, is nc; Intended to be a final ,approval of the subm ited plans ; I� the contractor's sole responsibility to ensu- - t` a1 s are it cnmp�ete compliance with all and focal ordinances. In the event or site inspection reveals areas of ,pr; be the contractor's sole responsibil,iy to bang those areas in City no responsibility for the contractor's failure to be in compliance with all appplir able NFPA Cafes and local ordinances. SPRINKLER HEAD LEGEND SYMBOL MAKE MODEL TYPE RESPONSE "K" NPT TEMP FINISH - HD /ESC SPRK ID# TOTAL COMMENTS SPARE HEAD COUNT BY TYPE Q VIKING FREEDOM RESIDENTIAL RECESSED PENDENT QUICK 4.9 Y2" 155 -F WHITE / WHITE VK468 62 PIPING PLUG 3 ® VIKING MICROFAST RECESSED PENDENT QUICK 5.6 Y2" 155 -F WHITE / WHITE VK302 28 0 � 3 �-- 0 _j , oo uj LL_ M � 0 0 U) W TOTAL = 6 O co r- CL LL � Lij OC) o O Q I--" 90 TOTAL NEW .HEADS - TOTAL DOES NOT INCLUDE SPARE HEAD COUNT LOCATE SPARE HEAD CABINET Lu LL O L r` NEXT TO THE RISER �I11`iEi), r'LAN<S) f14 E; iii -E;r 3Y LEPHZ R11I LS FIRE MARSHAL'S Oi'i IC E Date:- �1�1 -�-. ,. - - - - -- yl i 81 2297 76 BA,YFIEAU FIO. DA,DE: CI�f"`�`. clL 3 '^ FIRE SPRINKLER DRAWING LEGEND SYMBOL DESCRIPTION 4" PIPE SIZE 10 -0 PIPE LENGTH IN FEET- INCHES -1 INDICATES PITCHED PIPE (ARROW POINTS TOWARD LOWER ELEVATION) 22 HYDRAULIC REFERENCE POINT [ 24 Bt] ELEVATION BELOW TOP OF STEEL (INCHES) [ 10 -6] ELEVATION ABOVE FINISHED FLOOR (FEET- INCHES) 10 -0 CEILING HEIGHT (FEET- INCHES) - -�- HANGER LOCATION -- TRAPEZE HANGER LOCATION - --�-"- DENOTES PIPE RISE UP OR DOWN -- STANDARD GROOVED COUPLING "-"- 'FIRELOCK' GROOVED COUPLING C-- PIPING CAP .. PIPING PLUG ® FIRE SPRINKLER RISER LOCATION L01 LINE TAG (ONLY IF STOCKLISTED) [K-11 MAIN TAG (ONLY IF STOCKLISTED) X. EXISTING PIPE TO REMAIN. SEE PLAN FOR SIZES. M (O EXISTING PIPE TO BE REMOVED. W z 0 a > U W C/) 0-00 o w F- U CONTRACT NO. 1.2- 0645 -11 -15 Z Z r C.D.T. JM 0 AS NOTED Z W FP1 0 F'° Q °mot LC) CV LIJ 0 _1 ti 00 _ U C C-0 0 co M (O LIJ Z C� 0 � O �-- 0 _j , oo uj LL_ M � 0 0 U) W Q O co r- CL LL � Lij OC) o O Q I--" z 0 0 LJJ Lu LL O L r` X Z 0 u PERMIT NO. CONTRACT NO. 1.2- 0645 -11 -15 Z AHJ C.D.T. JM 0 AS NOTED DATE 01 -09 -2014 FP1 F'° p Q °mot LC) LIJ 0 M � 0 � o < LL_ VJ uj Z � 0 J Z a_ 0 O co S o U � Cn CIO o N J_ 0 Lu O U Z u PERMIT NO. CONTRACT NO. 1.2- 0645 -11 -15 APPROVAL AHJ C.D.T. JM SCALE AS NOTED DATE 01 -09 -2014 FP1