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HomeMy WebLinkAboutB16-0530 000-000-000�pir l=ire' 5if6 kowa ii@ ta, uaaii6ri6grarh, Inc.Elite So Development, In& Living Water 136-slgns Turner, Scottsdale AZ 8526.0 �Page l General Project Data Report General Data Project Title: Turner Project File Name: Turner..fiw Designed By: Chad Ryan Date: January 28, 2016 Code Reference: Approving Agency: "F" FITTING = "T" RUN B = ANGLE VALVE Client Name: Phone: Address: City, State Zip Code: Company Name: Representative: Company Address: City And State: Phone: Building Name: BDRM Building Owner: Contact at Building: Phone at Building: Address Of Building: 4189 Clear Creek Rd City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area ,Of Water Application: 324 ft2 Maximum Area Per Sprinkler: 324 ft2 Default Sprinkler K-Factor. 0.00 K Default Pipe Material: BLAZEMASTER CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler 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: 0 ft Static Pressure: 30.00 psi Test Flow Rate: 32.00 gpm Test Residual Pressure: 27.00 psi Calculated System Flow Rate: 22.01 gpm Calculated Inflow Residual Pressure: 22.43 psi Available Residual Pressure At 28.5 psi System Flow: Calculation Project Data Calculation Mode: Demand HIVID Minimum Residual Pressure: 12.05 Maximum Water Velocity: 0.00 psi Minimum Desired Flow Density: ft/s Maximum Frictional Loss / 100 feet: Number Of Active Nodes: 11 Number Of Active Pipes: 10 Number Of Inactive Pipes: v 0IR Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers.- ON A46-0530 E _N PERMIT # 3 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C CODE DA TF_ ,YPLIANCE BY Fire =Fire Sprinkler Hydraulics Calculation I�rogram , Elite Software development, nc. Living Water designs Turner' Scottsdale, AZ 85260+ Pacia 2 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF -(psi) Elevation End. KFactor Discharge Pressure Inside Dia. Q (gpm) (psi/ft) Fit -Len. PE -(psi) (feet) Velocity Fittings Tot -Len. Node (K) (gpm) (psi) C -Value (fps) Type -Grp (ft) PT -(psi) 1 4.90/ 8.00 17.01 12.05 1.00 17.01 0.05041 0.50 0.378 2 0.00 8.50 0.00 12.21 1.101 17.00 E 7.00 -0.217 BLAZEMASTER CPVC 150 5.73 0 7.50 0.162 4 0.00 9.50 0.00 15.74 1.00 0.00 0.00000 14.00 0.000 6 0.00 9.50 0.00 15.74 1.101 0.01 F 1.00 0.000 BLAZEMASTER CPUC 150 0.00 0 15.00 0.000 2 0.00 8.50 0.00 12.21 1.00 0.00 0.05041 37.50 3.957 22 0.00 8.50 0.00 16.17 1.101 17.00 3F4E2T 41.00 0.000 BLAZEMASTER CPVC 150 5.73 0 78.50 3.957 6 0.00 9.50 0.00 15.74 1.00 0.00 0.00000 15.80 0.000 22 0.00 8.50 0.00 16.17 1.101 0.01 F3ET 27.00 0.433 BLAZEMASTER CPVC 150 0.00 0 42.80 0.433 22 0.00 8.50 0.00 16.17 1.00 0.00 0.05044 5.40 0.979 75 0.00 8.50 0.00 17.15 1.101 17.01 2E 14.00 0.000 BLAZEMASTER CPVC 150 5.73 0 19.40 0.979 75 0.00 8.50 0.00 17.15 1.00 0.00 0.05044 3.50 0.328 100 0.00 5.00 0.00 18.99 1.101 17.01 3F 3.00 1.516 BLAZEMASTER CPVC 150 5.73 0 6.50 1.843 100 FS 5.00 18.99 16.99 110 3.00 psi 5.00 21.99 110 0.00 5.00 0.00 21.99 1.00 0.00 0.07146 5.50 1.608 120 0.00 0.00 5.00 25.77 1.025 17.01 ETC 17.00 2.165 TYPE L COPPER TUBE 150 6.61 0 22.50 3.773 120 0.00 0.00 5.00 25.77 1.00 5.00 0.11512 3.00 1.393 130 0.00 -2.00 0.00 28.03 1.025 22.01 3EG 9.10 0.866 TYPE L COPPER TUBE 150 8.56 0 12.10 2.259 130 0.00 -2.00 0.00 28.03 1.50 0.00 0.01277 130.00 1.762 140 0.00 15.00 0.00 22.43 1.610 22.01 2E 8.00 -7.361 SCHEDULE 40 PVC 150 3.47 0 138.00 -5.599 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 -Fire Sprinkler Hydraulics alculationrogram fli a So are evelopment, Ind. Living Water Designs Turner Scottsdale AZ 85260 .+ Pa e'3 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 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 120 - 130 ) 8.56 ft/sec Maximum Velocity Pressure ( In Pipe 120 -130) 0.49 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0092 psi Actual Average Nodal Pressure Imbalance: 0.0049 psi Actual Maximum Nodal Flow Imbalance: 0.0179 gpm Actual Average Nodal Flow Imbalance: 0.0041 gpm Overall Network Summary Number Of Unique Pipe Sections: 10 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 1.25 gal Sprinkler Flow: 17.01 gpm Non -Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 22.43 psi Demand Flow At System Inflow Node: 22.01 gpm Fire Sprinkler Output Data Hydraulic Supply/Demand Graph So 45 40 35 30 25 20 15 10 5 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 Flowrate(x100) gpm Supply Curve Data Static Pressure: 30 psi Test Residual Pressure: 27 psi Test Flow Rate: 32 gpm Demand Curve Data Calculated Residual Pressure: 22.43 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 6.07 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi 0.9 1 l=ire - Flr`e Sprirt ler Hy rautics rralcu abort {grogram Elite So W are Develapment, nc: Living Water Designs „° Turner Scottsdale, AZ 85260 Pa e 1 General Project Data Report General Data Project Title: Turner Project File Name: Turner..fiw Designed By: Chad Ryan Date: January 28, 2016 Code Reference: Approving Agency: "F" FITTING ="T" RUN / B = ANGLE VALVE Client Name: Phone: Address: City, State Zip Code: Company Name: Representative: Company Address: City And State: Phone: Building Name: LIVING Building Owner: Contact at Building: Phone at Building: Address Of Building: 4189 Clear Creek Rd City, State Zip Code: Project Data Description Of Hazard: Residential Sprinkler System Type: Wet Design Area Of Water Application: 512 ft2 Maximum Area Per Sprinkler: 256 ft2 Default Sprinkler K -Factor: 0.00 K Default Pipe Material: BLAZEMASTER CPVC Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 0.00 gpm In Rack Sprinkler 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: 0 ft Static Pressure: 30.00 psi Test Flow Rate: 32.00 gpm Test Residual Pressure: 27.00 psi Calculated System Flow Rate: 31.48 gpm Calculated Inflow Residual Pressure: 25.77 psi Available Residual Pressure At 27.09 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: Maximum Water Velocity: 7.05 0.00 psi ft/s Minimum Desired Flow Density:-:O,QS gpm/ft2 TE . Maximum Frictional Loss / 100 2Y si Number Of Active Nodes: 12 me 01 Number Of Active Pipes: 11 Number Of Inactive Pipes: Number Of Active Sprinklers: 2 Number Of Inactive Sprinkle U s N 1C a �} 953784 0RO1/11.�-F' op CAVY<0 ��--T---7-------�---�--�-----|-_T IT|U�- � � Living Water Designs, Turner i(Scottsdale, AZ 85260 Sprinkler Output Data 11 Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF -(psi) End. KFactor Elevation 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) (fps) Type -Grp M 3 4.90 9.00 13/31 7.05 1.00 13.01 0.03072 0i50 0.230 4 DDO 9.50 0.00 7.06 1.101 13.01 E 7.00 -0.217 BLAZEMAGTERCPVC 160 4.38 O 7.50 0.014 4 0.00 9.50 0.00 7.06 1D0 0.00 0.03072 14.00 0.461 G 0.00 9.50 0.00 7.52 1.101 13.01 F 1.00 0.000 8LAZEyWASTERCPVO 150 4.38 0 15.00 0.461 5 4.90 8.00 13.47 7.56 1'00 13.47 0.03278 0.50 0.180 G 0.00 9.50 0.00 7.53 1.101 1347 T 6.00 '0.217 BLAZ]ENYASTEROPVC 150 4.54 O 5.50 -0.036 2 0.00 8.50 0.00 12.88 1.00 0.00 0.00000 37.50 0.000 22 0.00 8.50 0.00 12.86 1.101 0.00 3F4E2T 41.00 0D00 BLAZEYNASTER CPVC 150 0.00 0 78.50 0.000 G 0D0 9.50 0.00 7.52 1.00 0.00 0.11443 15.80 4.898 22 0.00 8.50 0.00 12.86 1.101 26.48 F3ET 27.00 0.433 BLAZEMASTERCPVC 150 8.92 O 42.80 6.331 22 0.00 8.50 ODO 12.86 1.00 0.00 0.11444 5.48 2.220 75 0.00 8.50 0.00 15.08 1.101 2648 2E 14.00 0.000 BLAZEyNASTER CPVC 150 8.92 0 19.40 3.220 75 0D0 8.50 0.00 15.08 1.00 0.00 0.11444 3.50 0.744 100 0.00 SDO 0.00 17.33 1.101 26.48 3F 3.00 1.616 BLAIEK8ASTERCPVC 160 8.82 O 6.50 2.258 100 FS 6D0 17.33 26.45 110 3.00 psi 6.80 20.33 110 0.00 5.00 0.00 20.33 1.00 0.00 0.16213 5.50 3.648 120 0.00 0.00 5.00 26.15 1.025 36.48 ETC 17.00 2.165 TYPE LCOPPER TUBE 150 10.30 D 22.50 5.813 120 0D0 0.00 5.00 28.15 1.00 5.00 0.22326 3.00 2.701 130 0.00 -2.00 0.00 2871 1.025 3148 3EQ 9.10 0.866 TYPE LCOPPER TUBE 150 12.24 0 12.10 3.567 130 0.00 -2.00 0.80 29.71 1.50 0.00 0.02476 130.00 3.417 140 0.00 15.00 0.00 25.77 1.610 31.48 2E 8.00 -7.361 SCHEDULE40PVC 150 4.96 U 138.00 -3.944 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 / ��--T---7-------�---�--�-----|-_T IT|U�- Fire = Fire Sprirt ler Hydraulics a cu ation rogram Living Water Designs *'` �. I�te o are evelopment, nc.` Tumer Scottsdale, AZ $5260 Pa e 3 Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 3 HMD Actual Residual Pressure: 7.05 psi HMD Actual GPM: 13.01 gpm S N rinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 512.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.052 gpm/ft2 Application Average Area Per Sprinkler: 256.00 ft2 Sprinkler Flow: 26.48 gpm Average Sprinkler Flow: 13.24. gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 120 -130 ) 12.24 ft/sec Maximum Velocity Pressure ( In Pipe 120 -130) 1.01 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0074 psi Actual Average Nodal Pressure Imbalance: 0.0026 psi Actual Maximum Nodal Flow Imbalance: -0.0328 gpm Actual Average Nodal Flow Imbalance: 0.0056 gpm Overall Network Summary Number Of Unique Pipe Sections: 11 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 1.96 gal Sprinkler Flow: 26.48 gpm Non-Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow Node: 25.77 psi Demand Flow At System Inflow Node: 31.48 gpm Fire Sprinkler Output Data Hydraulic Supply/Demand Graph Q m N N CL OU 45 40 35 30 25 20 15 10 5 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 Flowrate(x100) gpm Supply Curve Data Static Pressure: 30 psi Test Residual Pressure: 27 psi Test Flow Rate: 32 gpm Demand Curve Data Calculated Residual Pressure: 25.77 psi Calculated Flow Rate: 31.48 gpm Excess Available Residual Pressure At Calculated Flow: 1.32 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi 0.9 1 OP FIRM SPRINKLER PRPMUS PMI FG -2-0312 Complete System of A- Pe, Fittings 6z Solvent Ceinent Corrosion Resistant • Superior Flow ® Ease of Installation r ; Spears FiameGuardo CPUC Fire Sprinkler Products provide a cost t effective alternative to metal systems with advantages of high corrosion w1 resistance, improved system hydraulics, ease of installation and quick- assembly uick assembl with readily available tools. CPUC Fire Sprinkler Systems are �� Y Y based on proven �f Etas sflatftls,R :� products that t =' have been in continuous service for . over 40 years. Spears "i FlameGuardo w rt t products are approved by ULA'. FMS Global. LPCB and Certified by NSF International for potable water use. Check local codes for restrictions and : ,s limitations.£`�...- s t3ctaitt ;3ttta:3t3.tttl {,tr:"sth Unlike metal systems, FlameGuare CPVC products never rust. scale or pit and do not sustain biological growth - a cause ofviicrobiologicall' Influenced Corrosion (MIC) which can destroy metal tire sprinkler systems from the inside out. �.v�{.s�t`f}t• �%lr;rg i 'f?bi �s�'i�'3'i.l;�i� �<�`' `...£i�l'3.'i . I- .,"Qi ton 6..-)%m'!s The smooth-tvall interior surfaces of FlarneGuardE CPVC systems .result in reduced friction loss over metal systems. The design flow characteristics remain constant throughout the life of the product because there is no interior corrosion in the system due to microbiological activity. rad" `+`*t3 �"�' � ;3tet1. st, 1!¢• 1?':Y �a?S81IIiT?a.l "s'- y�:�v._.. FlameGuarda CPVC Products are produced in combinations of Schedule 40 and Schedule 80 Fitting configurations con- forming to AST_LI F 438 or F 439 standards and FlameGuardo SDR 13.5 CPVC Fire Sprinkler Pipe conforming to AS -131 F 442 standards. UL' Rated working pressure is 175 psi (1200kpa) .c 1501F (650C) (LPCB rated to 120°F) (490C). F. nsi FiameGuarcr CPVC system installations siunificantiv reduce costs over con cntional metal piping by virtually eliminating prefabrication. Systems can be fully installed on site using solvent cement joining methods. °L 1, ed for U.SZ-,n 1 CY.naiiit n 4 1•' E A 3.3. 1.3s"� 454: l.. 0 si glans FlameGuardm CPVC Fire Sprinkler Products are UL listed for U.S. and Canada applications for Light Hazard occupancies as defined in NFPA 13. Residcntial occupancies up to and including 4 -stories as defined in NF1'A 13R_ and Residential occupancies for one and two family dwellings and manufactured homes as defined in NFPA 13D. Consult Spears" FlameGuar&CPVC Fire Sprinkler Products Installation Instructions and :\IFPA Standards for additional applications including air plenum, system risers, concealed, exposed. underground, eombustable attic, garage, basement and lots pressure dry piping installations. ",'.'ti=S -�s i$?'ifti? ;•t; sl2t �Z"f i'<stY1= FlameGuard'- CPVC Fire Sprinkler Products carry a limited lifetime warranty against defects in material or workmanship. Consult Spears" warranty for additional details. 7N G PROGRESSIVEPRODUCTSFROM 2 = SPEARS, I1oTN0VATION c� TECIVOL OGY Visit our vveb site: timixv.spearsmfer.eom l� w PCB o U K A S S J` L lii\tG W7 l: r— SENJU SPRINKLER CO.,LTD. Residential Lead Free Flat Concealed Sprinkler. Pendent Model: RC -RES, K Factor: 4.9. SIN: SS8464 GENERAL DESCRIPTION r - :7 Or d 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 tum 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 131); 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"n) 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 fire. 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 AWWNs 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. WARNI1MS 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 otherauthoddes having jurisdiction. In the event of this condition, consult the authorities having jurisdiction forguidance 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 tum, 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 fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturershould be contacted with any related questions. Document No. U085160 Date : Feb/0912015 Page :4 of 8 • A minimum discharge 0.1GPM/sq.ft. [4.07LPM/sq.m] 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 Maximum Ordinary Intermediate Coverage ova�a� Maximum Temperature Rating Temperature Rating Deflector Minimum Spacing 162`F (72°C) 175T (79"C) to Installation Spacing Flow Pressure Flow Pressure Ft. x Ft Ft. Ceiling Type Ft (m xm) (m) GPM PSI GPM PSI (m) (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 7/8 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 13 7.0 14 8.2 13D,13R Concealed 8 (4.9x4,9) (4.9) (49.2) (0.48) (53.0) (0.57) or 13 (2.4) Installed in beam 18x18 18 17 12.0 18 13.5 318 to (5.5x5.5) (5.5) (64.3) (0.83) (68.1) (0.93) 718 inches 20x20 20 21 18.4 below (6.1x6.1) (6-1) (79.5) (1.27) — — bottom of beam. (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 sloped, 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 speck 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-UO85160 Date : Feb/09)2015 P.4. Box 3385 South E! Monte, CA 91733 626.444.0541 Fax 625.444.3887 www. Afcon.org 514 TFFSET CPVC HANGER SIZE - 3/4" thru 3"pipe. MATERIAL- Carbon Steel. FI -NIS -4 - Mil. Galvanized., LISTINGfAPi ROVAL- c@- 203 - EX 4231, EX 2551 0 PATENT - leo. 6,648,298. FUNCTION- 314"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe. Listed hanger/restrainer in all 3 mounting positions, i.c. vertical surface and both top and bottom or horizontal surface. Provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Size 2%11 Nanger for horizontal -PVC pipe. Listed hanger in all 3 mounting positions. i.e. vertical surface and both top and bottom of horizontal surface. Size 3" Hanger for horizontal CPVC pipe in two mounting positions, side and bottom i.e. vertical surface and bottom of horizontal surface. Stabilizes vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13,13R and 13D. Space by pipe type. Install on wood. concrete or steel - See Drawings. Snap over pipe then squeeze strap back allowing pipe to slide freely. When '905 threads are exposed in wood; install �9Q5 backing nut. � St'ECI V rl0sr t:; ivi"n instaigar on CPVC sprinkler system pipe. Vsted Verih that all assembly co 3/4 FASTENERS - UL Listed per hrFPAl3cleaned ofany surface oil. WOOD - 3/4" - 3" CPVC pipe - #905 screw- no pre -drill. 3/4" - ?" Copper pipe - #905 screw- no pre -drill. 3 " 14 - 2" Steel pipe-1/4"xl 1/2" lag screw - no pre -drill. S i EEI. _min ]SGA Thru 518" gypsum board 114" x 2" lag scre,, , r' 3(4 3" CPVC pipe - I/4" or # 14 Tek Gcrelv. 1/4" ^ 2" Copper pipe - 1/4" or 14 Tek Scree! i CONCRETE: Required minimum l ad each fasten rr #��,T� S�lb- s i FEATURES 2 1 1/2" Offset - loose fit allows pipe to slide. * 314' and I" pipe size made with common center -line. Patented design for superior strength. * Offset edge eliminates abrasion. .4FC01V Y905 screw has 5116" hex head - included. ORDERING - Pan s# and pipe size. AFCOfV g906 backing nut sold separately. N;1 o l G _ � j '�1; ¢ ` v 1 Usted aestra9nt 314" thru 2' 'atA eRFCpPpraclaas aXclI%iveiy "igncd I" he cmnraIible ONLYwbhnrh-AFCOA' Be ndv6ed rhe follcminS rea'.flCI.b75 u;il, �Rl}!Y, OISCl, jl;�SEP.. P�uas ln:ltutln a aot nennursecirM or old bpAFCON,.tFCnwil'' n!1OT liable AFCD.YxilthoF a�r^.rtta Br'ra and raslcnet5,rewtsin; 1patisted suvy brace. restraiacr or lint[ *d ro !nss of basin 4s or nbledcr �Y aro"lsti"ter "'e of'!u produtla u -hat ttxy ii ;a�bitian with other i'a"�`r§cmtrly. prom. when nan:AFCO.tlprrduch base Lrcn. m are used. pees nhaesocsa fm any direct ar{Mirtt. incidea'a! or ca products• n$Nurntia! damep, nmol, kiwi, i t � 6o nen P.O. Box 3366 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 ,it COPPER t 1. ); 4 HANGz ?g_ SIZE - 3/4" thru 3" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL- .(&s ISTING/APPR(�O�VAL - .(&s 203 - EX 4231, EX 255I FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Hanger in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC :manufacturers instructions,_ mount on top, bottom or side of building element. Space by pipe type. FASTENERS - UL Listed per NFPA 13 in WOOD: 3/4" - 3" CPVC pipe -#995 screw - no pre -drill. 3/4" - 2" Copper pipe - #805 screw - no pre -drill. 314" - 2" Steel pipe - 1/4"x 11/2" lag screw - no pre -drill. in STEEL -min. 18 GA. 3/4" - 3" CPVC pipe - 1/4" or z! 4 Tek Screw. 3/4" - 2" Steel piperpe 1/4" ora Screw.• 14 Tck crew. FEATURES Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCO.V #90S screw has 5/16" hex head - included. ORDERING - Part # and pipe size, *CAN ALSO RE USED TO REPLACE - #500 Pipe Strap #524 Tin Strap a — c25127001000 www.Afcon.org Be adstc ed the f pradu:4a 3 exy r arly signed to be cump�tibla ONLY with ndterAFCOdyproducts including parts and fas!.ncrs. ranhirs in a listed swat brace, tcsttairet a hon cr ttcadtiscdthefultnuittgtrarrantprzstrictiaawit{apply DISCtAii<SFR-AFCD1affilti0Twarrar;tagairetthehiEurzoFirsproductssullio in iicedswybr withutter oat—ufanurcd or s"td by AFCU.4: AFCO:ti "hall IY- be liable undc-Wit . as or syly- SimitcJ-n Mss"Fbusin.^at ornmtit.whArCO.dF;al) NOT be liable N�c,,uba_.oescr rmanydirect or indi,m.i"eidmut ar e,_Mum,i.!dama �nC�•p�n6 or systems gcs vfany kind. incl W ing but not 9111 I r' Models Available WFDTH Waterflow Detector WFDTH Waterflow Detector WFDTHA Waterflow Detector (ULC/Canadian) Replacement Parts A77-01-02 Terminal Block A30084D0 Retard Mechanism PRK9 Paddle Kit 507-6602 Tamper Screws for Cover WFDW Tamper Proof Wrench for Cover C58-16401 Metal Cover Product Overview ro-.Cp +. Lt't :3:.:13?S +i "''al 7"�?",... s"':. € e�`f.' v1 ., ,t,. ltft•}�� tit ss s':e .ue', t s S.ary '-1t^. m ff. h a� k � t � ,, C ra�, -a s, 'yart,i-a mcwa ng ., 11 NP }}zY36F^aa i `ewy D a n °3 0 : � _ 11.-5 a{. E 'Y T�T 7 r s.t.{' t.r�at ti e. ( t 3 i s nvt, :3t -{t i° °s rL avl � ba,F {'l I 4i pi t4.,ea _ .. CC.rit sa t { i 3 tint 1 i Fr' .v s�??t :i ` kind inai,c;_Oble ,.hre4-! . , re- 4 2 p ecizz - f i} s. srfi'v'{?r 14 g..: i't.`,t'u ;Yl,x r.v Design. 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- x,x, ,er,,p-,, rs 3 ,- ° ripa„ -- nism and switch assembly are field -replaceable. fr'e'e dtmi 5^DT Twelve different flexible paddles fit 1", 11/¢", 11/2" and 2" tees. Sizes r z x ve terminf Nos,* Mr are marked clearly on the paddle for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw. The handy depth gauge insures the proper installation depth and clearance of the detector 12 AWG to the tee. fires hO! ni'Irm uL USC MEA LISTED approved 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. Models Available U! 'Ni t e i s SSM24-6 SSM24-8 SSM24-10 SSV120-6 SSV120-8 SSV120-10 SSM24-6A SSM24-8A SSM24-20A SSV120.6A SSV120-8A SSV120-10A WBB Product Overview —� 1'�'".1ii f �y .��nj� .e �.r+� 4{� si ✓ip/ v Engineering Specifications FM USTEO RIM= aParorra SSV120-6 System Sensor's SSM and SSV series bells are low current, high decibel notifi- cation appliances for use in fire and burglary systems or other sianatina appli- cations. The SSM and SSV series provide loud resonant tones. The SSM series operate on 24 %7DC and are motor driven, while the SSV series operate on 120VAC utilizing a vibrating mechanism. �..«.,_For indoor use, the SSM and SSV series mount to a standard 4 inch square electrical box. For outdoor applications, weather- proof back box, model number WBB, is used. 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. 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"18"110" (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 24". Bells shall be located as shown on the drawings or as deter- mined by the Authority Having ,jurisdiction. Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal, and approved by Factory Mutual and MEA. ...._...-.___.___--... .. NOTES 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 N.F,P,A, 13D, 4. HANGER SPACING SHALL BE IN ACCORDANCE WITH RFR A, 13D, MAXIMUM OF 6'-0' BETWEEN HANGERS FOR V PIPING, MAXIMUM OF 6'-6' FOR 1-1/4' PIPING, MAXIMUM OF 12' FROM SPRINKLER HEADS FOR V 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 2013 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, 2013 AND THE AUTHORITY HAVING JURISDICTION, 10, FINAL APPROVAL OF SYSTEM PENDING FINAL INSPECTION BY THE AUTHORITY HAVING JURISDICTION, HYDRAULIC NODE POINT SLOPED CEILINGS DO NOT EXCEED 8/12 SLOPE SUPPORT AND HANGER SPACING ANCHORING DETAIL 3/4' PIPE MAX = s`-6' ol 045uwttaN BOTTOM G102D Of iRU55 I' PIPE MAX. = 6'-Q' 3/4' PIPE MAX. = 6' /4' PIK MAX. - b' 5111,GLe no c I' PIPE MAX. -- 2' t' PIPE MAX. =12' 1 5 T s' RMSKD MIM UL LISTED PIPE QM USE O LY UL T.ISTED FASTENERS 6" ELECTRIC BELL (RED) WIRED TO FLOW SWITCH r DRAIN VALVE (DRAIN TO ATMOSPHERE) DOMESTIC SUPPLY -- PR DOMESTIC VALVE 1" COPPER 11 1/2" PVC U.G. SUPPLY W0,.9 TO FIRE SPINKLER SYSTEM—t-- 1" CPVC PRESSURE GAUGE FLOW SWITCH WIRED TO ELECTRIC BELL RUBBER FACED CHECK VALVE ACCESS PANEL -�— 1" SYSTEM RISER 120-130 CALCULATED WITH 3 ELBOWS RISER DETAIL NOT TO SCALE 5/16 X 1, HEX HEAD TYPE SCREWS CPVC PIPE CPVC APPROVED T PIPE STRAP rrr, rrrr rrrr rrrrrrrrrrrrrr l WOOD JOIST OR TRUSS CHORD ff� 5VAP b�f& NO 5G&F INSPECTOR'S TEST W/ AUXILIARY DRAIN x X = SWING JOINTS 6" PIPE & 2 ELBOWS 5/16 X 1, HEX HEAD TYPE SCREWS NAIL 2 x 4 BLOCK BETWEEN CPVC APPROVED PIPE STRAP CEILING JOIST OR TRUSS CHORDS —X-11 CPVC PIPE I WOOD JOIST OR TRUSS CHORD WOOD JOIST OR TRUSS CHORD 11,AFFZF PIPF 5TAP b�f& W 5C& 5/16 X 1, HEX HEAD TYPE SCREWS CPVC APPROVED SIDE MOUNT PIPE STRAP —CPVC PIPE Al WOOD JOIST OR TRUSS CHORD 51b� MOUNT rK 511PAP b�T& 1" SYSTEM RISER SEE RISER DETAIL FOR HYDRAULIC NODE LOCATIONS 9@0@@ tt 2 1 NO 51�J,F BDRM1 @18X18 LIVING 2 @ 16 X 16 PSM REQ 22,43 IS REQ 25.77 GPM REQ 22,01 GPM REQ 3148 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 ALL PIPE SIZES ARE 1' UNLESS NOTED OTHERWISE ems° c7b:, tA® co ' U FICON SE OROVI�-�-`` s opCA,- PUMP MINIMUMS PSI 30 GPM 32 CONNECT TO FIRE SPRINKLER RISER SEE RISER DETAIL THIS SHEET PROTECT FIRE SPRINKLER SYSTEM FROM FREEZING BY METHODS � J CPVC FITTING FRICTION- LOSS ~ z Q �E 314 1" 1 1 /4„ 1 11Z 45` ELBOW 1 1 2 2 tL 2 TEE RUN 1 1 1 1 0 1 TEE BRANCH 3 5 6 6 10 99 ELBOW BUTTE COUNTY DEVELOPMENT SERVICES 7 7 8 L 9 11 Y � Z CPVC PIPE INSTALLED MUST BE APPROVED BY U.L., NFPA, & LOCAL AUTHORITIES HAVING JURISDICTION. 1" CPVC PIPE MUST HAVE A MINIMUM INSIDE DIAMETER OF 1.101 PROTECT FIRE SPRINKLER SYSTEM FROM FREEZING BY METHODS � J y ~ z Q �E c G m tL COMPLYING WITH NFPA 13D 0 rn W � � BUTTE COUNTY DEVELOPMENT SERVICES v Y � Z — Fire suppression system to be tested a CU by owner, contractor or qualified DATE 6 f3Y V) individual in the presence of a Butte A w County Building Inspector for permit w s--2Y7,Ci _c N final o z 0- SOURCE ELEVATION IS P- o APPROX. 15` ABOVE B.O.R, o SEE TANK & PUMP DETAIL, Uj x w BUTTE TANK & PUMP PUMP W/BLADDER TANK CONTROL VALVE GAUGE U � J y ~ z Q �E PUMP W/BLADDER TANK CONTROL VALVE GAUGE U � J Z � ~ z Q G m tL PERMIT #- _/96 6 i N w W � � BUTTE COUNTY DEVELOPMENT SERVICES ? REVIEWED FOR � Z DE CONIPLIAN E DATE 6 f3Y V) s--2Y7,Ci _c N 0- o BUTTE Cn 00 00 COUNTY z MAR 17 2016 g DEVELOPMENT M O F o fJ1 p 1laall o SERVICES ^ N o C 8X-0530 o o o 0 W M W � I` rn � JV\ L0 � In �, m ei o Z 3 z •m• O Gp M L0 o 0 t�� N p -2 a L N U CID U) Q ON D ETAI LON � oWU Q W QUW > `.J © W W J �V� W M G4 F� W 5000 GALLONS w 0 STORED WATER 10--1 � 0 CONTROL VALVE I./ I DOMESTIC/FIRE PROTECTION CONNECTS @ BOTTOM OF TANK �I I -- - - --F-T— T—- — - --T _- _ _— -' _ — _ _-�- ---- 11+11 r—� i r—�.—__.. �— i I � . �� i .� SII �:� I ��I II � � I � Ih; 1 �, � � �� � ��� I � '� � � � '� � � � LL-:- - i y , T I i � I I � I r. t 3 i y , T I i � I I � I 1 1 3 S s i y , T I i � I I � I 1 j f i y , T I i � I I � I