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HomeMy WebLinkAboutB17-1188 000-000-000NOT S 1, ALL SYSTEM PIPING AND FITTINGS SHALL BE NEW AND U,L. LISTED. ALL CPVC IS BLAZEMASTER UNLESS NOTED OTHERWISE, ALL COPPER IS TYPE 'L' UNLESS NOTED OTHERWISE. 2, SECURE PIPING TO TOP OF CEILING JOIST OR BOTTOM CHORD OF TRUSS, USE APPROVED PIPE STRAPS AND SCREWS, 3, SPRINKLERS ARE PERMITTED TO BE PAINTED AT THE FACTORY ONLY, ANY SPRINKLER THAT HAS BEEN PAINTED OUTSIDE THE FACTORY MUST BE REPLACED WITH A NEW LISTED SPRINKLER PER RF.P.A, 13D, 4, HANGER SPACING SHALL BE IN ACCORDANCE WITH N,F,P,A, 13D. MAXIMUM OF 6'-0' BETWEEN HANGERS FOR I' PIPING, MAXIMUM OF 6'-6' FOR 1-1/4' PIPING, MAXIMUM OF 12' FROM SPRINKLER HEADS FOR I' PIPE, MAXIMUM OF 6' FROM SPRINKLER HEADS FOR 3/4' PIPE, 5. ALL PENETRATIONS THROUGH FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGES AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE FIREWALL, 6, SPRINKLERS MUST BE INSTALLED ACCORDING TO THE SPACING PARAMETERS THAT HAVE BEEN HYDRAULICALLY PROVEN, BUT MAY NOT BE IN THE EXACT LOCATIONS SHOWN ON PLAN, 7, DRILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH THE 8016 C,B,C, 8. CONTRACTOR/OWNER IS RESPONSIBLE FOR THE INSTALLATION OF ALL UNDERGROUND PIPING, 9, SYSTEM IS DESIGNED AND INSTALLED PER N,F,P.A, 13D, 2016 AND THE AUTHORITY HAVING JURISDICTION. 10, FINAL APPROVAL OF SYSTEM PENDING FINAL INSPECTION BY THE AUTHORITY HAVING JURISDICTION, 11. NAIL PLATES ARE REQUIRED IN ACCORDANCE WITH THE: CALIFORNIA PLUMBING CODE, 4' MINIMUM FROM WALLS 8' MINIMUM BETWEEN HEADS COMPARTMENTS WITH ONE HEAD 9' MAXIMUM FROM WALLS FOR ALL OTHER COMPARTMENTS 8' MAXIMUM FROM WALLS AND 16' MAXIMUM BETWEEN HEADS SUPPORT AND RANGER SPACING ANCHORING DETAIL t::::3/4' PIPE MAX = S'-6' INsuknnou cnoxo of rRuss 1'PIPE MAX. = 6'-Vrvc ::314' PIPE MAX. ; 6' /4' PIPE MAX. - 65=xnt)ke`�5OTTOM r PIPE MAX. =1E' I' PIPE MAX. =IE' I so,r srrnr UL LISTED PIPE CLAM' FroaG FDOM CEDJNG UTE IDLY UL UMP FASTENERS C@kING PF.INKILR 70 TO FIRE SPINKLER SYSTEM --4--- 6" ELECTRIC BELL (_RED) _ >(�-I 1" CPVC WIRED TO FLOW SWITCH PRESSURE GAUGE RISER DETAIL NOT To SCALE FLOW SWITCH WIRED TO ELECTRIC BELL DRAIN VALVE u 100 (DRAM TO ATM05PHERE) RUBBER FACED CHECK VALVE DOMESTIC SUPPLY ---=— ACCESS PANEL P R V -�--- 1" SYSTEM RISER DOMESTIC VALVE --c- 1" COPPER 915 LANDSCAPE 910 1" PvC RISER DETAIL 1 1/2" FVC U.G. SUPPLY NOT To SCALE 5/16 X 1, HEX HEAD TYPE SCREWS CPVC PIPE CPVC APPROVED PIPE STRAP rrr, rrrr irrr rrrrrrrrrrirrr WOOD JOIST OR TRUSS CHORD ff5TAP P AIL NO 5MF 2 HEADS @ 16 X 16 PS REQ 71.87 GPM REQ 31.06 1HEAD @18X18 PS REQ 58.45 GPM REQ 22.01 MINIMUM DISTANCE FROM SOFFIT- 28' TYP, <55 y SLOPED CEILINGS DO NOT EXCEED 8/12 SLOPE INSPECTOR'S TEST W/ AUXILIARY DRAIN 5/116 X 1, HEX HEAD TYPE SCREWS NAIL 2 x 4 BLOCK BETWEEN CPVC APPROVED PIPE STRAP CEILING JOIST OR TRUSS CHORDS CPVC PIPE WOOD JOIST OR TRUSS CHORD WOOD JOIST OR TRUSS CHORD 1'P,M�Z� PH 5TPW PMIL No sc/lF E m"m � 0 C) ---....-. _ _ --- _ _ _ 1 1 # r i C i x X = SKIING JOINTS 6" PIPE & 2 ELBOWS s 0 1 zo m� ---- ---- I— � # I � 6' 7 7'-l' 1 1 9-0 o HYDRAULIC NODE POINT r T. 4'-9" 5/16 X 1, HEX HEAD TYPE SCREWS CPVC APPROVED SIDE MOUNT PIPE STRAP —CPVC PIPE F/r WOOD JOIST OR TRUSS CHORD 5M MOUNT PM 51P,.AP Mf& VIM" a� f„+ MOMMAl BATHROOM <55 SQ FT 10 ALL PIPE SIZES ARE 1' UNLESS NOTED OTHERWISE NO, 5r-/Itr $'-5f FT CPVC FITTING FRICTION LOSS 45' ELBOW 1 1 2 2 2 TEE RUN 1 1 1 1 1 TEE BRANCH 3 5 6 8 10 99 ELBOW 7 7 8 9 11 CPVC PIPE INSTALLED MUST BE APPROVED BY U.L., NFPA, & LOCAL AUTHORITIES HAVING JURISDICTION. V CPVC PIPE MUST HAVE A MINIMUM INSIDE DIAMETER OF 1.101 4'- 15'-5" 6'BELL 1" SYSTEM RISER SEE RISER DETAIL FOR r, HYDRAULIC NODE LOCATIONS > 70711 11 No 1 O z C.} Q- , co 3/4' WILKINS 975XL 2 3 3 BADGER METER 3/4 WATER METER APPROX, 8' BELOW B,I1R, a C z \ CD acc,mmono.. X1=1=1111111 C) BUTTE COUNTY BUILDING DIVISI0ty APPROVED 6 PERMIT BUTTE COUNTY DEVELOPMENT SERVICE gyp_ CC FP1 DATE , 1 I W O A dU o �W m Li! pq �ui LLjz X z � C CL cn ON z d -co u, a Q A z A Lr) cu ON Ca rn CO Z FQ— w � z d 00 I Fit M V") Ln as I � rn cam-) , z° w M u-)1.0 n rJi o �t a 1 a � u) r7�m co w Loc"j L3 W 'x `-` a 0 0Y © 0 ne 0 C) BUTTE COUNTY BUILDING DIVISI0ty APPROVED 6 PERMIT BUTTE COUNTY DEVELOPMENT SERVICE gyp_ CC FP1 DATE , 1 I •i— re,u =: Yi �! S e+•a�J � ME �I? ur�1ge�m Isi$ E S�-- ZO FG -2-4312 -.' Corrosion Resistant a Skperior Floe e .base ofInstae x-fion Spears'= plamegua dO CPVC Fire Sprinkler Products provide a. cost e iectiire alternative to metal systems with advantages of high con osion resistance, improved system hydraulics, ease of installation and gztick. assembly Stith ieadil�r available tools_ CPVC Fire Sprinkler Systems are based on prop; en = products that hai e been in continuous senAce for _ over y -d years. Spears RameGuartr° - products are appro-v ed by UU% FIVi3 Global. LPCB and Certified by- NSF 7 International for potable water use_ Aleck local codes for restrictions and limitations. Unlike metal ss stems, FlameGuar e CPV C products never. rust, scale or pit and do not sustain biological grow-th -a cause of- iicrobiologically Influenced Corrasion (It•IIC) which can destroy metal Tire sprinkler systems from the inside out. The smooth -•.-all[ interior surfaces of l=iameGuar& CPZrC systems result in reduced fiction loss over metal systems_ The design flow characteristics remain constant throughout the the of the product because there is no interior corrosion in the system due to microbiological activity. FlameGuardo CPErC Products are produced in combinations of Schedule 40 and Schedule SO Ficin, configurations con- formingtoASTIM t-138 or 439 standards and FlameGuare SDR 13.5 CPUC Fire Sprinkler Pipe conforming to AST- I F 442 standards. UL` Rated working pressure is 171 psi (12001kpa) -cr LiVF (6s'c) (LPCT3 rated to 1200F) (490C)_ FlameGuarde'CPUC system instai'_ations siT`ni±icanil :- reduce costs over con' entsoral metal piping by virtual.-, ciitninating prefabrication. Systems can be fully installed on site using solvent cement_ Joining methods. FlameGuard° CPUC Fire Sprinkler Products a -e UL7 listed for I.;' -S. and Canada applications for Light Hazard occupancies as defined inINTPA 133 -Residential occupancies up to and including 4 -stories as defined in NNFP_. 13R_ and Residential occupancies for one and two family dx-mllings and manufactured homes as defined in - TPA 13D. Consult Spears` FiameGuar& CPUC Fire Sprinkler Products Installation Instructions and NEPA Standards for additional applications including air plenum, system ri.sers, concealed, exposed. under round, combustable attic_ sara-C- basement and low pressure dry piping installations. x FlameGuar& CP%"C TFire 'SprinklerProducts earn° a limited lifetime warranty against detects in material or tit orknianshin. Consult Spcars" warranty for additional details. ;Yl e TNF_ %ROCNES YS VEP.t"i.ilDU t �.7 L'ROM - =r SP'EARS--� IIil1�TOVAIM - c�c i TECH VOL06Y 1}firm VISlt our vieb site:',VIV'xV.SPearSlYlft?'_Cdln ILI -- -� ort tsar,:� i LPC B f= i o' t1t{A5 1 037 : 7 OT 0 i s i Model:Residential Lead Free Flat concealed Sprinkler, s •.. 9 46. GENERAL DESCRIPTION The Model RC -RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push -on and/or thread -on, thread -off design of the concealed cover plate assembly allows easy installation of the cover plate. Therefore, the Model RC -RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC -RES is designed for the residential occupancies and it is perfect for use in homes, hotels and other living quarters. The Model RC -RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 1313; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC -RES has a 4.9 (70.6 LPM/bar") K factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC -RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC -RES allows for an increased chance of residents' escape or evacuation in case of firs. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S_3874) endorsed by AWWAs Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures_ WARNINGS The Model RC -RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. /n the event of this condition, consult the authorities havingiurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their Erre protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No.U085960 Date : Feb/09/2015 Page :4 of 8 A minimum discharge 0.1 GPM/sq.ft. 14.07LPM/sq.mj over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (b) Requirement is based on minimum flow in GPM/LPM from each sprinkler. The associated residual pressures are calculated using the nominal K -Factor_ Refer to Hydraulic Design Criteria Section for details. (c) For systems with ceiling types smooth flat horizontal, or beamed, or stoped, in accordance with the 2013 Edition of NFPA 13D, 13R or 13 as applicable. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref_ Table A) INSTALLATION The Model RC -RES must be installed in accordance with the following instructions. NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. The Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The Protective Cap must be removed to place the sprinkler in service. Document No. 0085160 Date : Feb/09/2015 Ordinary Intermediate Maximum Maximum Temperature Rating Temperature Rating Deflector Minimum Coverage Spacing 162f (72°C) 175`F (79°C) to Installation Spacing Area Ft. Ceiling Type Ft. Flow Pressure Flow Pressure Ft. x Ft. (m) GPM PSI GPM PSI (m) (m xm) (LPM) (bar) (LPM) (bar) Smooth 12x12 12 13 7.0 13 7.0 Ceilings (3.7x3.7) (3.7) (49.2) (0.48) (49.2) (0.48) 318 to 718 Inches_ 14x14 14 13 7.0 13 7.0 Beamed (4.3x4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Ceilings per NFPA 16x16 16 (4.9) 13 (49.2) 7.0 (0.48) 14 (53.0) 8.2 (0.57) 13D,13R or 13 Concealed 8 (2.4) (4.9x4.9) Installed in beam 18x18 18 17 12.0 18 13.5 3/8 to (5.5x5.5) (5.5) (64.3) (0.83) (68.1) (0.93) 7/8 inches below 20x20 20 21 18.4 — — bottom ofbeam. (6.1x6.1) (6.1) (79.5) (1.27) (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (b) Requirement is based on minimum flow in GPM/LPM from each sprinkler. The associated residual pressures are calculated using the nominal K -Factor_ Refer to Hydraulic Design Criteria Section for details. (c) For systems with ceiling types smooth flat horizontal, or beamed, or stoped, in accordance with the 2013 Edition of NFPA 13D, 13R or 13 as applicable. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref_ Table A) INSTALLATION The Model RC -RES must be installed in accordance with the following instructions. NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non -operation. The Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The Protective Cap must be removed to place the sprinkler in service. Document No. 0085160 Date : Feb/09/2015 r= Bulletin 135 Rev. J CD Model F1 � Residential Sprinklers for CO Design Density of .05 Jp2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 9P Types: 1. F1 Res 30 Pendent 2, F1 Res 30 Recessed PendenVF2 3. F1 Res 30 Recessed Pendent/FP G. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent[F1 6. F1 Res 49 Recessed Pendent/FP 7, F1 Res 58 Pendent 8.F1 Res 58 Recessed PendenVF1 9. F1 Res 58 Recessed Pendent(FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed PendenYF1 12, F1 Res 7o Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCF Pendent 15. F1 Res 58 CCP Pendent 16, F1 Res 76 CCP Pendent 17, F1 Res 44 HSW 18, F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22, F1 Res 58 HSN/ Recessed HSW/F2 23. F1 Res 44 SWC it F1 Res 30, 49.58 & 76j F i Res 30, 49, 58 & 76 Recessed Pendent/F1 Recessed Pendent/FP Bulletin 135 Rev. J CD Model F1 � Residential Sprinklers for CO Design Density of .05 Jp2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 9P Types: 1. F1 Res 30 Pendent 2, F1 Res 30 Recessed PendenVF2 3. F1 Res 30 Recessed Pendent/FP G. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent[F1 6. F1 Res 49 Recessed Pendent/FP 7, F1 Res 58 Pendent 8.F1 Res 58 Recessed PendenVF1 9. F1 Res 58 Recessed Pendent(FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed PendenYF1 12, F1 Res 7o Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCF Pendent 15. F1 Res 58 CCP Pendent 16, F1 Res 76 CCP Pendent 17, F1 Res 44 HSW 18, F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSWX 21. KRes58 HSWX 22, F1 Res 58 HSN/ Recessed HSW/F2 23. F1 Res 44 SWC it F1 Res 30, 49.58 & 76j F i Res 30, 49, 58 & 76 Recessed Pendent/F1 Recessed Pendent/FP Fes.: i 1T -M-1611 F i Res 30, 49, 58 & 76 F1 Res 44 & 58 F1 Res 44 SWC CCP Pendent Recessed HSW/F2 Listings & Approvals 1. Listed by Underwriters Laboratories inc. and UI -Certified for Canada (cULus) 2. NYC MEA 258-93-E Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKK14V Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 & 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model F1 Res 44 & 58 HSN! Sprinklers US Patent No. 7,784,555 applies to Model F1 Res 44 SWC Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durabiiriy, high sensitnr- ity glass -bulb and low profile decorative design. The F1 Res Horizontal Sidewall sprinklers (Figs. 5,6 & 7) are equally attrac- live when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permitihe efficient use of residential water supplies for sprinkler coverage in residential fire protection design. 'lie low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- ton needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive element, glass bulb or linkto actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire_ Technical Data: e Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb Sprinkler Frame: Brass Casting e Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: 1/2" NPT (RI/2) e K -Factor: 3.0 (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (Actual) - F1 Res 49 Pendent Sprirwer 5.8 (Actual) -F1 Res 58 Pendent& NSW Sprinkler 7.6 (Actual) - F1 Res 76 Pendent Sprirkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler e Density: Minimum 0.05 gpm/ft'- Tho Reliable Automaft Sprinkler Co., Ine.,103 Fairview Park Drive, Elmsford, New York 10523 -- Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) i. Tbil 1 Nominal Orifice Sprinkler Size I Max Inch (mm) I Pressure I em . Rai ff Amplent Temp. C il bar -17 i cc V;; NPT 175 (12) 155 1'68 --- 1 100 38 KLength actor i -1 Inch (mm) 4.9 1 2.25 R5 Max Coverage i I 401111p.naung I intermediate Tern area Max. Spacing *F Rating I Top of --- FtxFt(mx (176"FrAc Deflector to M) Ft (in) 1 Flow 1 PicWule Minimum Flow Pressure I Ceiling Spacing 1 GPMMum. In-) PSI (bar) 'I GPMJL/min) PSI (bar) 12 x 12 (3�13 x a. 12 X ILI 0�6 x 3.6) 11 Inch (mm} Ft (m) 12(3, 6) 1 13 (49) 7.0(0.48) i3 (49) 7.0(0,4,S) i 4 x 14 (4,3 X 4,3) i 1u (4.3) i Y3 (49) i 7.0(0.48) 13 (49) 7.0 (4,48) f 16 X 16 (4.9 X 4.9) 16(4.9) 13 (49) 7.0 (0.48) 1 to 4 (25 to log): recessed 13 (49)7.0 7,0(0,48) 8 X 18 (5.5 x 5,5) 18 17(64,3) 12(0.53) 7 (64�3) using F2 escutcheon j 8(2,4) i -Y-. (19) recessed I -------- 12(0-.13) using F1 escutcheon 1 20 x 20 (6.1 x 6,1) 20(6-1) i 20(75.7) 16.7 (1,14) 7(l.74) For Ceiling tYPes refer to NFPA 13, 138 or 13D -dr-dtnaryTemp- Rating ; I itill, ill in I ll C I l: Max Coverage area Max.S 4Ratin Spacing Top FtxFt(MXM) Ft (m) Flow Pressure '175IFil Flow I Pressull of Deflectorto Minimum: Ceiling i I Spacing GPM (1.1millInch PSI fbar -!GPM (L&RIP) I PSI bar (mm) Ft (in) x 12 (3,6 x 3,6) 12 15 (57) 9.4(0.65) 15(,57) 9.4(o.65) 1 a 14 Y -;4 I- -------(4.3 x 4.3 14(4.3) 16(60. 10.6 (0,73) 16 (150,5) 10.6(0.73) 'to 16 X 16 K9 4,9) 17(64.3) 1 1i 2.0(083) 17(64,3) 12.0(0,83) AL to 8 (100 201 (is) recessed 18 x 18 (5,5 x.5,5) 18(5,5) 19 �72) if 15-0 (1,0) 19(72) 15.0(1,o) using F2 escutcheon, eon. 8(2.4) it (19) recessed t Using F1 escutcheon 20 x 20(6,t st 1) 20(6.,) 22(83.2) 20.2(-,,4) *Note: 22(83.2) 20.2(l.4) ` T he F1 Res 4�; Pendant and recessed pendent resfcfeW I lial sprinklers �'�5benstalled Per NFPA 13, NFPA 13R and li ceilings meeting the following criteria: 1- Maximum beam depth = 7' (178mm) 13D in beamed 2. Beam spacing at or greater than 7.5 ft. (2.34m) on center. Technical Data: F1 Res 68 Pendent and Recessed Pendent (SIN 83513) Thread Nominal Orifice Max i Sprinkler Size Pressure Inch (mm) j.. Temp. Rating i Max Sprinkler AmblentTemp, Actual psif (bar) i T I *C Y,- NPT_ _. i -- *F 1 OC K Factor Length i inch(mm) (R W(13) 155 68 175 1 IGO 38 19 Y a0 66 5.8 2.25(67) Ordinary Temp. Rating IntermiatateTemp.Ratring. -l� Max Coverage area max. Spacing' (155'FMOC Top FtxFt(mxm) I Ft (m) I Raw Pressure 'I (176OFMO!g) Flow Pressure of Deflectorto Minimum 1 If : I Ceiling Spacing GPM (Urnin) PSI (bar) GPM (Umin) i PSI (bar) ; Inch (mm) Ft (m) 12 x 12 (316 x 3.6) 12 (a,G) 1 16 (61) 7.6(0.53) 14 x 14 (,tll X 4,3) 14(4,3) 1 16(61)7.6((),53) 1 to 4 (25 to 100): x 16 (4.9 x 4.9) 16(4,.9) t 7.6(0.53) 16( 61) 7.6(0.53) V, (13) recessil using F2 escutcheon, ! 8(2.4) 18 X 18 (5,5 X 5.51 18(5,6) 19 (721 10-8 (0-7-5) i 19(72) 10.8 (0,75) /409) recessed using Ft escutcheon 20 r. 20 (6,1 Y 6.1) 20(6,1) -22(83.3) # 14.4(1.0) I 22 (83!3) 14--4 For Ceiling types refer to NFPA Y3, 138 or 13D 3. Models Available SSM24-6 SSM24-8 SSM 24-10 SSV120-6 SSV120-8 SSV120-10 SSM24-6A SSM24-8A SSM24-10A SSV120-6A SSV120-8A SSV120-10A WBB Product Overview SSV 120-6 System Sensor's SSM and SSV series bells are low current, high decibel notifi- yp cation appliances for use in fire and burglary systems or other signaling appli- cations. The SSM and SSV series provide loud resonant tones. a ° TheSSMseries operate on 24VDC and are motor driven, while the SSV series operate on 120VAC utilizing a vibrating mechanism. 3r: For indoor use, the SSM and SSV series mount to a vr standard 4 inch square electrical box. For outdoor applications, weather- ` proof back box, model number XVBB, is used. 's. The SSM and SSV series come pre -wired, to reduce installation time. The SSM series incorporate a polarized electrical design for use with supervision circuitry. Engineering Specifications Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome strikers and operating mechanisms. Gongs on said bells shall be no smaller than nominal 6"/8"/10" (specify size) with an operating voltage of 24VDC or 120VAC (specify by part number). Bells shall be suitable for surface or semi - flush mounting. Outdoor surface mounted installations shall be weather- proof (using optional WBB weatherproof electrical box). Otherwise bells shall mount to a standard 4" square electrical box having a maximum pro- jection of 2Y". Bells shall be located as shown on the drawings or as deter- mined by the Authority Having ,jurisdiction. Bells shall be listed for FM MEA indoor/outdoor use by Underwriters Laboratories and the California State LISTEDnavavec approved 0 Fire Marshal, and approved by Factory Mutual and MEA. Models Available WFDTH Waterflow Detector WFDTH Waterflow Detector WFDTHA Waterflow Detector (ULC/Canadian) Replacement Parts A77-01-02 Terminal Block A3008.00 Retard Mechanism PRK9 Paddle Kit S07-66-02 Tamper Screws for Cover WFDW Tamper Proof Wrench for Cover C58-164-01 Metal Cover Product Overview d J.: 33,k A V. ._..tc i wit t.... F .w . w _ � Y ✓;$? Bch . 4 v '�_ f ., s t , ;- . _ The design of the WFDTH makes it easy to install and simple to maintain. It can be mounted in the vertical or horizontal position. Two conduit openings permit easy attachment to the local alarm system. The retard mecha- nism and switch assembly are field -replaceable. a w n. Twelve different flexible paddles fit 1", h/�",11/z" and 2° tees. Sizes , a. , aremarkedclearly on the paddle for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw. The handy µ depth gauge insures the proper installation depth and clearance of the detector rb to the tee. LFEA approved LISTED .r «17 . ; . The WFDTH includes a durable and tamper resistant enclosure. Its sealed retard assures that the delay mechanism is not contaminated by dust and dirt when the cover is removed. The long lasting cover completely encloses the electrical components to further keep out dust and dirt. Improved self -guid- ing security screws and removal tools make detectors resistant to tampering and simplify field maintenance. rte- 7- P.O. P.O. Box 3365 South E( Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org HANGER & RESTRAINER >t VC SIZE -SYSTEM PIPE: 3/4" and I" MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - '&" 203 - EX 4231 WTO PATENT - No. 6,702,236 FUNCTION - Hanger for support of CPVC pipe. Seismic restraint - Both horizontal and vertical - Vertical restraint for sprinkler discharge. INSTALLATION - Per these instructions including NPFA 13, 13R, 13D and CPVC manufacturers. When fastener threads are exposed through wood, install backing nut. ASSEMBLY/ATTACHMENT - See drawings. SPECIAL a@. FASTENERS PER NFPA 13 - See table. LEE FEATURES * Double 1 1/2" offset with common pipe center -line. • Offset edge eliminates abrasion. * Pipe bore provides robust support for rough job conditions. Pipe slides easily through bore. x` AFCOIV #904 Custom screw included - 3/8" hex head. ORDERING - Part # and pipe size. Hanger/Restrainer HangerlRestrainer esu MOUNTING FASTENERS umn CPVC Pipe Wood Hanging #904 or #10 xi SMS Vertical Restraint #904 or #10 x1 SMS Horizontal Restraint #904 or #14 x1 1/2 SMS Spceific AFCONproducts ace exclusively designed to be campanble ONLY with .the AFCOIYprodum including pans end fasteners, resulting in a listed sway brace, reatminer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAINiFR - AFCON will NOT warrant against the failure of its products vvhen used in combination with other products, parts or systems not manufactured or sold by AFCO11. AFCONshall NOT be liable under any circwnstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non -Ar -CON products have been,or are used. 10/15 'i" /-7�/� P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org SIZE - SYSTEM PIPE: 3/4" thru 2" MATERIAL - Carbon Steel. FINISH. - Mil. Galvanized. LISTING/APPROVAL - c(!1L us . 203 - EX 4231, EX 2551 ze 3/4 -1 114: Fastener )acing fits on wood 2 x 4 Installation - Backing Nut Hanger = 1 - at top fastener Restraint = 2 - on each fastene PATENT - No. 6,648,278. FUNCTION - Hanger for support of CPVC or copper pipe. Hanger for steel pipe at 15' spacing per NFPA 13. Seismic restraint - Both horizontal and vertical. Vertical restraint for sprinkler discharge. Hanger/ INSTALLATION - Per these instructions Restraine including NFPA 13, 13R, 13D and CPVC manufacturers. Snap over pipe then squeeze strap back allowing pipe to slide freely. When fastener threads are exposed through wood, install backing nut - See drawing. ASSEMBLY/ATTACHMENT - See drawings. SPECIAL c@- as FASTENERS PER NFPA 13 - See table. umo FEATURES 1 1/21' Offset * Common center -line for 3/4" and I". * Offset edge eliminates abrasion. * AFCON#905 Custom screw included - 5/16" hex head. ORDERING - Part # and pipe size. AFCON #906 backing nut sold separately. -&- MOUNTING FASTENERS LIM Pipe Wood Wood - Thru 5/R^ Gyp Steel - %nn. iR GA. CPVC 9905 or#10xISMS #14x2SMSorl/4x2LS #14SMSorl/4Tck Steel/Copper #14 x 1 1/2 SMS or 114 x 1/2 I.S #14 x 2 SMS or i14 x 2 LS #14 SMS or 1/4 Tck SMS = Sh mt Metal Screw LS =Lan S— G p= Gypsum Board T& -T& Screw Hanger/Restrainer Hanger/Restrainer ISil- Specific AFCON products me exclusively dcsigncd to be compatible O\'LY with other AFCON prudocts inctudiog parts and Fastener. resulting in a fisted sway brace, restmincr or )anger assembly. Be advised the followlag warranty restriction will apply. D15CLAVMER - AFCONwill NOT warrant apinst the failure of its products when used in combination with other products, pans or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any director indirect. incidental or consequential damages of any kind. including but not limited to loss of business or profit. when non-AFCON products have been, or are used. 10115 L AL FEATURES Sizes: ❑ 3/4" ❑ 1" ❑ 1 1/4" ❑ 1 1/2" ❑ 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI B1.20.1 OPTIONS (Suffixes can be combined) ❑ - with full port QT ball valves (standard) ❑ L - less ball valves ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only ❑ FT - with integral male 450 flare SAE test fitting ❑ TCU - with test cocks up ❑ V- with union swivel elbows (3/4" & 1") ❑ SE- with street elbows (3/4" & 1") ACCESSORIES ❑ Air gap (Model AG) ❑ Repair kit (rubber only) ❑ Thermal expansion tank (Model XT) ❑ Soft seated check valve (Model 40XL) ❑ Shock arrester (Model 1250) ❑ QT -SET Quick Test Fitting Set ❑ Ball valve handle locks ❑ Test Cock Lock (Model TCL24) Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 1 1/4" - 2" - 1.19 sq. in. DIMENSIONS & WEIGHTS (do not include pkg.) APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. STANDARDS COMPLIANCE ASSEO Listed 1013 . IAPMOS Listed . ULS Classified (less shut-off valves or with OS&Y valves . C-ULS Classified . GSAS Certified • AWVVA Compliant C511 . Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California ® NYC MEA425-89-M VOL 3 MATERIALS A in. mm Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDAApproved) Buna Nitrile (FDAApproved) Polymers NorylTm, NSF Listed Springs Stainless Steel, 300 series MODEL SIZE in. mm A in. mm DIMENSIONS (approxi ate B C in. mm in. mm D E F G in. I mm in. mm in. I mm in. mm WITH BALL VALVES lbs. I kg 314 20 12 305 73/4 197 2 118 54 3 76 31/2 89 5 127 16118 410 12 5.5 1 25 13 330 73/4 197 21/8 54 3 76 31/2 89 5 127 173/8 441 14 6.4 1 1/4 32 17 432 1015/16 278 2 314 70 31/2 89 5 127 63/4 171 229/16 573 28 12.7 11/2 40 17 318 441 1015116 278 23/4 70 31/2 89 5 127 63/4 171 241/16 611 28 12.7 2 50 181/2 470 1015/16 278 23/4 70 31/2, 89 5 127 63/4, 171 261/2 673 34 15.4 4 . 'e� ' �'' r"s" 6r ., E Pagel of 2 WILKINS a turn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:9051405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) - Website: http://www.zurn.com is a 20 FLOW CHARACTERISTICS MODEL 975XL 3/4", 1 ", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (1/s) 1.26 2.52 3.8 5.0 32 63 95 126 158 6 TYPICAL INSTALLATION 20 - 1 1W'(32M t — 137 Y (40MT - cn 15 - - - — - - 2., (50mm) - 103 — - -- w 10-_ w 5 - - - -- 35 a 7 -- 0 50 100 150 200 250 FLOW RATES (GPM) O Rated Flow (Established by approval agencies) Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. CENTRAL STATION ALARM PANEL BATTERY MONITOR t r MIN. OPTIONAL 30" MAX. - I WATER METER AIR GAP I I FITTING ..o FLOOR DRAIN DIRECTION OF FLOW INDOOR INSTALLATION (Shown w/optional BMS) PROTECTIVE ENCLOSURE � "b 12" MIN 39 MAX AIR GAP DRAIN Ikjj DIRECTION OF FLOW INLET SHUT-OFF OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be shall be ASSEO Listed 1013, rated to 180oF, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSFO Listed NoryITM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:8051238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:9051405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http:ltwww.zurn.com Page 2 of 2 Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 1 1/4" 23 35 47 70 11/2" 32 48 1 63 95 2" 52 78 1 105 1 167 t r MIN. OPTIONAL 30" MAX. - I WATER METER AIR GAP I I FITTING ..o FLOOR DRAIN DIRECTION OF FLOW INDOOR INSTALLATION (Shown w/optional BMS) PROTECTIVE ENCLOSURE � "b 12" MIN 39 MAX AIR GAP DRAIN Ikjj DIRECTION OF FLOW INLET SHUT-OFF OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be shall be ASSEO Listed 1013, rated to 180oF, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSFO Listed NoryITM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:8051238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:9051405-8272 Fax:905/405-1292 Product Support Help Line: 1 -877 -BACKFLOW (1-877-222-5356) • Website: http:ltwww.zurn.com Page 2 of 2 General Project Data Report General Data Project Title: Fox Project File Name: Fox..fiw Designed By: Chad Ryan Date: May 29, 2017 Code Reference: Approving Agency: K Inside Hose Stream Allowance: "F" FITTING = "T" RUN / B = ANGLE VALVE gpm Client Name: Phone: ���—�� Address: City, State Zip Co&e MIT ff Company Name: Representative: BUTTE COUNTY DEVELOPMENTSERVICES Company Address: City And State: FOR I Phone: Building Name: 1 HEAD Building Owner: Q� � t CODE CODE COMPLIANCE I Contact at Building: Phone at BuildingDATE (� 'tf 7 BY Address Of Building: City, State Zip Code: 20 Project Data Description Of Hazard: Residential ft gpm gpm psi Design Area Of Water Application: 324 ftZ Default Sprinkler K -Factor: 0.00 K Inside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler System Type: Wet Maximum Area Per Sprinkler: 324 ftZ Default Pipe Material: BLAZEMASTER CPVC Outside Hose Stream Allowance: 0.00 gpm Sprinkler Specifications Make: SENJU Model: 8464 Size: 7/16 Temperature Rating: 162 F Water Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: Test Flow Rate: Calculated System Flow Rate: Available Residual Pressure At System Flow: 0 1000.00 22.01 90 ft gpm gpm psi Static Pressure: Test Residual Pressure: Calculated Inflow Residual Pressure: 90.00 89.00 58.45 psi psi psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 12.05 psi Minimum Desired Flow Density: 0.05 gpm/ftZ Maximum Water Velocity: 0.00 ft/s Maximum Frictional Loss / 100 feet: 20.00 psi Number Of Active Nodes: 20 - Number Of Active Pipes: 20 Number Of Inactive Pipes: 30f%�T Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 1 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) O (gpm) F. L./ft (psi/ft) Pipe -Len. Fit-Len PF -(psi) End. Elevation KFactor Discharge (feet) Pressure Inside Dia. Velocity Fittings Tot -Len.. si PE -(psi) ) Node (K) (gpm) (psi) C -Value (fps) Type -Grp (ft) PT -(psi) 1 4.90 9.00 17.01 12.05 1.00 17.01 0.05044 0.50 0.378 2 0.00 9.50 0.00 12.21 1.101 17.01 E 7.00 -0.217 BLAZEMASTER CPVC 150 5.73 0 7.50 0.162 2 0.00 9.50 0.00 12.21 1.00 0.00 0.05044 5.00 0.504 22 0.00 9.50 0.00 12.72 1.101 17.01 T 5.00 0.000 BLAZEMASTER CPVC 150 5.73 0 10.00 0.504 4 0.00 9.50 0.00 12.72 1.00 0.00 0.00000 3.50 0.000 22 0.00 9.50 0.00 12.72 1.101 0.00 T 5.00 0.000 BLAZEMASTER CPVC 150 0.00 0 8.50 0.000 i 22 0.00 9.50 0.00 12.72 1.00 0.00 0.05044 11.00 0.807 j 24 0.00 9.50 0.00 13.52 1.101 17.01 T 5.00 0.000 BLAZEMASTER CPVC 150 5.73 0 16.00 0.807 24 0.00 9.50 0.00 13.52 1.00 8.55 0.01413 29.70 0.773 26 0.00 9.50 0.00 14.30 1.101 8.55 4173E 25.00 0.000 BLAZEMASTER CPVC 150 2.88 0 54.70 0.773 24 0.00 9.50 0.00 13.52 1.00 8.46 0.01386 87.20 2.386 28 0.00 9.50 0.00 15.91 1.101 8.46 1OF10ET 85.00 0.000 BLAZEMASTER CPVC 150 2.85 0 172.20 2.386 26 0.00 9.50 0.00 14.30 1.00 0.00 0.01413 84.20 2.122 30 0.00 9.50 0.00 16.42 1.101 8.55 10F8E 66.00 0.000 BLAZEMASTER CPVC 150 2.88 0 150.20 2.122 i 28 0.00 9.50 0.00 15.91 1.00 0.00 0.01386 28.70 0.509 30 0.00 9.50 0.00 16.42 1.101 8.46 3FT 8.00 0.000 BLAZEMASTER CPVC 150 2.85 0 36.70 0.509 30 0.00 9.50 0.00 16.42 1.00 0.00 0.05044 17.80 1.655 70 0.00 9.50 0.00 18.07 1.101 17.01 F2E 15.00 0.000 BLAZEMASTER CPVC 150 5.73 0 32.80 1.655 I i 70 0.00 9.50 0.00 18.07 1.00 0.00 0.05044 4.50 0.378 75 0.00 5.00 0.00 20.40 1.101 17.01 3F 3.00 1.949 BLAZEMASTER CPVC 150 5.73 0 7.50 2.327 75 FS 5.00 20.40 17.01 100 3.00 psi 5.00 23.41 100 0.00 5.00 0.00 23.41 1.00 0.00 0.07146 7.00 1.143 110 0.00 -1.00 0.00 27.15 1.025 17.01 3E 9.00 2.598 TYPE L COPPER TUBE 150 6.61 _ 0 16.00 3.741 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Elevation Residual Nom. Dia. q (gpm) Q (gpm) F. . /ft L (psi/ft) Pipe -Len . Fit -Len. PF -(psi) End. KFactor Discharge (feet) Pressure Inside Dia. Velocity ngs Tot-Le(ft- PE -(psi) Node (K) (gpm) (psi) C -Value TypeFittiGrp PT -(psi) 110 0.00 -1.00 0.00 27.15 1.00 0.00 0.07012 1.00 0.491 115 0.00 -1.00 5.00 27.64 1.029 17.01 T 6.00 0.000 SCHEDULE 40 PVC 150 6.56 0 7.00 0.491 115 0.00 -1.00 5.00 27.64 1.50 5.00 0.01277 105.00 1.392 120 0.00 -7.00 0.00 31.63 1.610 22.01 E 4.00 2.598 SCHEDULE 40 PVC 150 3.47 0 109.00 3.990 120 0.00 -7.00 0.00 31.63 1.00 0.00 0.11296 28.00 3.355 125 0.00 -8.00 0.00 35.42 1.029 22.01 F 1.70 0.433 SCHEDULE 40 PVC 150 8.49 0 29.70 3.788 125 0.00 -8.00 0.00 35.42 1.00 0.00 0.11512 4.00 1.151 130 0.00 -4.00 0.00 34.84 1.025 22.01 2E 6.00 -1.732 TYPE L COPPER TUBE 150 8.56 0 10.00 -0.581 130 Backflo -4.00 34.84 22.00 Prev 135 12.00 psi -4.00 46.87 135 0.00 -4.00 0.00 46.87 1.00 0.00 0.11512 5.00 1.266 140 0.00 -8.00 0.00 49.87 1.025 22.01 2E 6.00 1.732 TYPE L COPPER TUBE 150 8.56 0 11.00 2.998 140 Meter -8.00 49.87 22.01 150 6.00 psi -8.00 55.89 I, 150 0.00 -8.00 0.00 55.89 1.25 0.00 0.04132 20.00 1.694 160 0.00 -10.00 0.00 58.45 1.265 22.01 B 21.00 0.866 TYPE L COPPER TUBE 150 5.62 0 41.00 2.560 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 12.05 psi HMD Actual GPM: 17.01 gpm Sprinkler Summary Sprinkler System Type: Wet psi Specified Area Of Application: 324.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.052 gpm/ft2 Application Average Area Per Sprinkler: 324.00 ft2 Sprinkler Flow: 17.01 gpm Average Sprinkler Flow: 17.01 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity (In Pipe 125 - 130 ) 8.56 ft/sec Maximum Velocity Pressure ( In Pipe 125 -130) 0.49 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0076 psi Actual Average Nodal Pressure Imbalance: 0.0017 psi Actual Maximum Nodal Flow Imbalance: 0.0045 gpm Actual Average Nodal Flow Imbalance: 0.0012 gpm Overall Network Summary Number Of Unique Pipe Sections: 20 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 11.37 gal Sprinkler Flow: 17.01 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow 58.45 psi Node: Demand Flow At System Inflow Node: 22.01 gpm General Data Project Title: Fox Project File Name: Fox..fiw Designed By: Chad Ryan Date: May 29, 2017 Code Reference: Approving A enc Client Name: Address: Company Name: Company Address: Phone: Building Name: Contact at Building: Address Of Building: Project Data 9 Y• "F" FITTING = "T" RUN / B = ANGLE VALVE Phone: City, State Zip Code: Representative: City And State: 2 HEAD Description Of Hazard: Residential Design Area Of Water Application: 512 ft2 Default Sprinkler K -Factor: 0.00 K Inside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Size: Water Supply Test Data Source Of Information: Test Hydrant ID: Building Owner: Phone at Building: City, State Zip Code: Sprinkler System Type: Wet Maximum Area Per Sprinkler: 256 ft2 Default Pipe Material: BLAZEMASTER CPVC Outside Hose Stream Allowance: 0.00 gpm SENJU Model: 7/16 Temperature Rating: Hydrant Elevation: 0 ft Test Flow Rate: 1000.00 gpm Calculated System Flow Rate: 31.06 gpm Available Residual Pressure At 90 psi System Flow: [-Calculation Project Data Date Of Test: 8464 162 F Static Pressure: 90.00 psi Test Residual Pressure: 89.00 psi Calculated Inflow Residual Pressure: 71.87 psi Calculation Mode: Demand r HMD Minimum Residual Pressure: 7.05 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Maximum Water Velocity: 0.00 fus Maximum Frictional Loss / 100 feet: 20.00 psi Number Of Active Nodes: 21 Number Of Active Pipes: 21 Number Of Inactive :' Zg Number Of Active Sprinklers: 2 Number Of Inaspr 0 r z�. t ;F1 OIV �y N " No. 4 �1�. V10- Fire Sprinkler Output Data 4.90 9.00 13.05 7.09 1.00 13.05 0.03090 0.50 0.232 4 0.00 9.50 0.00 7.11 1.101 13.05 E 7.00 -0.217 BLAZEMASTER CPVC Overall Pipe Output Data 150 4.40 0 7.50 0.015 2 0.00 9.50 0.00 7.06 1.00 0.00 0.03072 5.00 0.307 22 0.00 9.50 0.00 7.37 1.101 PF -(psi) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C -Value Velocity Fittings Tot -Len. PT -(psi) 0.263 22 0.00 9.50 (fps) Type -Grp (ft) 13.05 1 4.90 9.00 13.01 7.05 1.00 13.01 0.03072 0.50 0.230 2 0.00 9.50 0.00 7.06 1.101 13.01 E 7.00 -0.217 BLAZEMASTER CPVC 7.37 150 4.38 0 7.50 0.014 3 4.90 9.00 13.05 7.09 1.00 13.05 0.03090 0.50 0.232 4 0.00 9.50 0.00 7.11 1.101 13.05 E 7.00 -0.217 BLAZEMASTER CPVC 150 4.40 0 7.50 0.015 2 0.00 9.50 0.00 7.06 1.00 0.00 0.03072 5.00 0.307 22 0.00 9.50 0.00 7.37 1.101 13.01 T 5.00 0.000 BLAZEMASTER CPVC 150 4.38 0 10.00 0.307 4 0.00 9.50 0.00 7.11 1.00 0.00 0.03090 3.50 0.263 22 0.00 9.50 0.00 7.37 1.101 13.05 T 5.00 0.000 BLAZEMASTER CPVC 150 4.40 0 8.50 0.263 22 0.00 9.50 0.00 7.37 1.00 0.00 0.11108 11.00 1.777 24 0.00 9.50 0.00 9.15 1.101 26.06 T 5.00 0.000 BLAZEMASTER CPVC 150 8.78 0 16.00 1.777 24 0.00 9.50 0.00 9.15 1.00 13.10 0.03111 29.70 1.702 26 0.00 9.50 0.00 10.85 1.101 13.10 4F3E 25.00 0.000 BLAZEMASTER CPVC 150 4.41 0 54.70 1.702 24 0.00 9.50 0.00 9.15 1.00 12.96 0.03051 87.20 5.254 28 0.00 9.50 0.00 14.40 1.101 12.96 1OF10ET 85.00 0.000 BLAZEMASTER CPVC 150 4.37 0 172.20 5.254 26 0.00 9.50 0.00 10.85 1.00 0.00 0.03111 84.20 4.672 30 0.00 9.50 0.00 15.52 1.101 13.10 10F8E 66.00 0.000 BLAZEMASTER CPVC 150 4.41 0 150.20 4.672 28 0.00 9.50 0.00 14.40 1.00 0.00 0.03051 28.70 1.120 30 0.00 9.50 0.00 15.52 1.101 12.96 3FT 8.00 0.000 BLAZEMASTER CPVC 150 4.37 0 36.70 1.120 30 0.00 9.50 0.00 15.52 1.00 0.00 0.11108 17.80 3.643 70 0.00 9.50 0.00 19.17 1.101 26.06 F2E 15.00 0.000 BLAZEMASTER CPVC 150 8.78 0 32.80 3.643 70 0.00 9.50 0.00 19.17 1.00 0.00 0.11108 4.50 0.833 75 0.00 5.00 0.00 21.95 1.101 26.06 3F 3.00 1.949 BLAZEMASTER CPVC 150 8.78 0 7.50 2.782 75 FS 5.00 21.95 26.06 100 3.00 psi 5.00 24.96 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. Q (gpm) F. L./ft Pipe -Len. PF -(psi) End. Elevation KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C -Value Vel (fps) Tot -Len. Type-Gcity rp Grp (ft) 100 0.00 5.00 0.00 24.96 1.00 0.00 0.15737 7.00 2.518 110 0.00 -1.00 0.00 30.07 1.025 26.06 3E 9.00 2.598 TYPE L COPPER TUBE 150 10.13 0 16.00 5.116 110 0.00 -1.00 0.00 30.07 1.00 0.00 0.15441 1.00 1.081 115 0.00 -1.00 5.00 31.15 1.029 26.06 T 6.00 0.000 SCHEDULE 40 PVC 150 10.05 0 7.00 1.081 115 0.00 -1.00 5.00 31.15 1.50 5.00 0.02415 105.00 2.632 120 0.00 -7.00 0.00 36.38 1.610 31.06 E 4.00 2.598 SCHEDULE 40 PVC 150 4.89 0 109.00 5.230 120 0.00 -7.00 0.00 36.38 1.00 0.00 0.21365 28.00 6.345 125 0.00 -8.00 0.00 43.16 1.029 31.06 F 1.70 0.433 SCHEDULE 40 PVC 150 11.98 0 29.70 6.778 �i 125 0.00 -8.00 0.00 43.16 1.00 0.00 0.21774 4.00 2.177 130 0.00 -4.00 0.00 43.61 1.025 31.06 2E 6.00 -1.732 TYPE L COPPER TUBE 150 12.08 0 10.00 0.445 1 130 Backflo -4.00 43.61 31.06 i Prev 135 12.00 psi -4.00 55.64 135 0.00 -4.00 0.00 55.64 1.00 0.00 0.21774 5.00 2.395 140 0.00 -8.00 0.00 59.77 1.025 31.06 2E 6.00 1.732 TYPE L COPPER TUBE 150 12.08 0 11.00 4.127 140 Meter -8.00 59.77 31.06 150 8.00 psi -8.00 67.80 i j 150 0.00 -8.00 0.00 67.80 1.25 0.00 0.07816 20.00 3.205 160 0.00 -10.00 0.00 71.87 1.265 31.06 B 21.00 0.866 TYPE L COPPER TUBE 150 7.93 0 41.00 4.071 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T = Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: HMD Actual Residual Pressure: HMD Actual GPM: Sprinkler Summary 1 7.05 psi 13.01 gpm Sprinkler System Type: Wet ft/sec Specified Area Of Application: 512.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.051 gpm/ft2 Application Average Area Per Sprinkler: 256.00 ft2 Sprinkler Flow: 26.06 gpm Average Sprinkler Flow: 13.03 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity (In Pipe 125 - 130 ) 12.08 ft/sec Maximum Velocity Pressure ( In Pipe 125 - 130) 0.98 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0093 psi Actual Average Nodal Pressure Imbalance: 0.0017 psi Actual Maximum Nodal Flow Imbalance: 0.0000 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall Network Summary Number Of Unique Pipe Sections: 21 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 13.04 gal Sprinkler Flow: 26.06 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow 71.87 psi Node: Demand Flow At System Inflow Node: 31.06 gpm