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HomeMy WebLinkAboutB17-0998 030-038-010.2,—:-�� Corrosion Resistant ®Superi®r 1h�'�®TW ©.base ®f'dn���Qd���a®�- -� Spears= Rameduardo CPUC Fire Sprinkler Products provide a cost I'.efiecth e alternative to metal systems with advantages of high corrosion t resistance, improved system hydraulics, ease of installation and quick assembly -with readily available tools. CPUC Fire Sprinkler Systems are based on proven producis that •. - . have been in continuous sery ice for over4years. Spears MameGuardo products are approved by UL''-. FM" Global, L -PCB and Certified by N SF - International for potable water use. _ Check local codes for restrictions and limitations. Unlike metal systems, FlameGuard''' CPUC products never rust, scale or pit and do not sustain biological sroxvth - a cause ofvlictobioloeicalls Influenced Corrosion (N-IIC) n°hich can destroy metal fire sprinkler systems from the inside out_ The smooth -wall interior surfaces of FlameGuard CPxrC syst:.ms result in reduced #fiction loss over metal systems - The dcsian flow characteristics remain constant throughout the lire of the product because there is no interior corrosion. in the system due to microbiological activity �o FlameGuard CPXrC Products are produced in combinations of Schedule 40 and Schedule 80 Fitting configurations con- formina to AS T M F 138 ori -139 standards and FiameGuare SDR 13.5 CPVC Fire Sprinkler Pipe conforming toASitii F 442 standards. UL= Rated working pressure is 175 psi (12001kpa) !q,j'. 15VF (65=C) (LPCD rated to 120'F) (190C). FlameGuard° CPUC system installations si_nificamix- reduce costs over con--cntional metal piping_ by viruuall-, eliminating prefabrication. Systems can be nalf;- installed on site using solvent cement joining methods. xJ FlameGuard° CPUC Fire Sprinkler Products are IJL' listed for U.S. and Canada applications for Light Hazard occupancies is defined inNTPA 13_Residential occupancies up to and including 4 -stories as de fined in Nr PA 13R, and Residential occupancies for on-- and two family dwellins and manufactured homes as defined in \FPA 13D. Consult Spears FlameGuard CPUC Fire Sprinkler Products Installation Instructions and \PPA Standards for additional applications including air plenum, system risers, concealed, exposed. underground. combustible attic_ garage. basement and low pressure dry piping installations. .r .._`:t`,S? Fiamea card` CPUC Fire Sprinkler Products carry a limited lifetime warranty against defects in material or workmanshin. Consult Spears` warranty for additionai details. PROGRESSIVE'PRODUCTSFROM SPEARV- ENWOVA_TION& - : TECHNOLOGY 'Lrrx OAAS", Visit our web site: ,wkNw.spearsmfg.com Qe--KPCB'--;- pmeGaa pppp „ � `2 C UKAS I � ORE E- MA h:.11 'a; 1'a,.. � ®._ + ii��'t'_•^ii. -ems ... - - ...�.. - FG -2-0312 / Corrosion Resistant ®Superi®r 1h�'�®TW ©.base ®f'dn���Qd���a®�- -� Spears= Rameduardo CPUC Fire Sprinkler Products provide a cost I'.efiecth e alternative to metal systems with advantages of high corrosion t resistance, improved system hydraulics, ease of installation and quick assembly -with readily available tools. CPUC Fire Sprinkler Systems are based on proven producis that •. - . have been in continuous sery ice for over4years. Spears MameGuardo products are approved by UL''-. FM" Global, L -PCB and Certified by N SF - International for potable water use. _ Check local codes for restrictions and limitations. Unlike metal systems, FlameGuard''' CPUC products never rust, scale or pit and do not sustain biological sroxvth - a cause ofvlictobioloeicalls Influenced Corrosion (N-IIC) n°hich can destroy metal fire sprinkler systems from the inside out_ The smooth -wall interior surfaces of FlameGuard CPxrC syst:.ms result in reduced #fiction loss over metal systems - The dcsian flow characteristics remain constant throughout the lire of the product because there is no interior corrosion. in the system due to microbiological activity �o FlameGuard CPXrC Products are produced in combinations of Schedule 40 and Schedule 80 Fitting configurations con- formina to AS T M F 138 ori -139 standards and FiameGuare SDR 13.5 CPVC Fire Sprinkler Pipe conforming toASitii F 442 standards. UL= Rated working pressure is 175 psi (12001kpa) !q,j'. 15VF (65=C) (LPCD rated to 120'F) (190C). FlameGuard° CPUC system installations si_nificamix- reduce costs over con--cntional metal piping_ by viruuall-, eliminating prefabrication. Systems can be nalf;- installed on site using solvent cement joining methods. xJ FlameGuard° CPUC Fire Sprinkler Products are IJL' listed for U.S. and Canada applications for Light Hazard occupancies is defined inNTPA 13_Residential occupancies up to and including 4 -stories as de fined in Nr PA 13R, and Residential occupancies for on-- and two family dwellins and manufactured homes as defined in \FPA 13D. Consult Spears FlameGuard CPUC Fire Sprinkler Products Installation Instructions and \PPA Standards for additional applications including air plenum, system risers, concealed, exposed. underground. combustible attic_ garage. basement and low pressure dry piping installations. .r .._`:t`,S? Fiamea card` CPUC Fire Sprinkler Products carry a limited lifetime warranty against defects in material or workmanshin. Consult Spears` warranty for additionai details. PROGRESSIVE'PRODUCTSFROM SPEARV- ENWOVA_TION& - : TECHNOLOGY 'Lrrx OAAS", Visit our web site: ,wkNw.spearsmfg.com Qe--KPCB'--;- UKAS N7 I rage : 7 or d SEN.JU SPRINKLER C®.,LTD. Residential Lead Free Flat Concealed SmInkler, Pendent, T= Model: RC -RES, K Factor: 4.9, SIN: SS8464 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 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/baOr2) 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 112 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 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 having jurisdiction 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 fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. f 6 Document No. U085160 Date : Feb/09/2015 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 (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 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. U085160 Date : Feb/09/2015 Ordinary Intermediate Maximum Maximum Temperature Rating Temperature Rating Deflector Minimum Covera Spacing 162T (72°C) 175`F (79°C) to Installation Spacing Area? Ft. Flow Pressure Flow Pressure Ceiling Type Ft. Ft. x Ft. t (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 7/8 Inches. 1014 (4.3x4.3) 14 (4.3) 13 (49.2) 7.0 (0.48) 13 (49.2) 7.0 (0.48) Beamed 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 20x20 20 21 18.4 — — below 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 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 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. U085160 Date : Feb/09/2015 Bulletin 135 Rev. J �wp co Model F1 Residential Sprinklers for Cn Design Density of .05 gpn Ate Model 171 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpnW Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed PendenVFP 4. F1 Res 499 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed PendenVFP 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 PendenVF1 12, F1 Res 76 Recessed PendenVFP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP 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 HSVVX 22. F1 Res 58 HSW Recessed HSW/F2 23. F1 Res 44 SVVC F1 Res 30, 49, 5B & 76 Recessed Pendent / F1 t-1 Hes 3u, 4v, Sts & r n CCP Pendent Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL 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 VKKW 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 HSW 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 durability, high sensitiv- F1 Res 30,49.56&76 Recessed Pendent/FP i �~J , I i F1 Res 58 HSWX F1 Res 44 & 58 F1 Res 44 SWC Recessed HSW/F2 ity glass -bulb and low profile decorative design. The F1 Res Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permitthe efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion 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 link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: o Therms Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb o Sprinkler Frame: Brass Casting o Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi e Thread Size: 1/2" NPT (R'/2) o K -Factor: 3.0 (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - F1 Res 76 Pendent Sprinkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler o Density: Minimum 0.05 gpm/ft'- Tho Reliable Automatic Sprinkler Co., Inc,, 103 Fairview Park Drive, Elmsford, New York 10523 b: : F1 Res 44 & 58 F1 Res 44 SWC Recessed HSW/F2 ity glass -bulb and low profile decorative design. The F1 Res Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permitthe efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion 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 link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: o Therms Sensor: Soldered Element (Link) or Nominal 3mm glass -bulb o Sprinkler Frame: Brass Casting o Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi e Thread Size: 1/2" NPT (R'/2) o K -Factor: 3.0 (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - F1 Res 76 Pendent Sprinkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler o Density: Minimum 0.05 gpm/ft'- Tho Reliable Automatic Sprinkler Co., Inc,, 103 Fairview Park Drive, Elmsford, New York 10523 'f Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN 83516) Thread 1 Nominal oriflce Max , i Sprinkler Size Inch (mm) Pressure Temp. Rating i � ! Ambient Tem ----iGPM (Umin) PSIIGPIVI (UM Psi bar I *F ! *C 'F i OC (R%') _(bar) 7.0 (0,48) 175 (12) 155 i r,8 100 38 I Max. Coverage area Max spacing ... Y V. 'nsuris 1 intermedi -F168 -C) F'xF'(Mxm) Ft (m) L155 Pressure 1 Flow (19) recessed using F1 escutcheon ----iGPM (Umin) PSIIGPIVI (UM 12 x 12 (3,6 x 3.6) j, 12(3,6) i 13 (49) _(bar) 7.0 (0,48) 13 {d.9) 14 x 14 (4,3 X 4.3) 14(1.3) 11 13 (49) 1 7-0 (0-48) 13 (49) iG X 16 (4.9 X 4.9) I 16(4.9) 13 (49) 7.0(0.48) 13 (49) 8 X 18 (5.5 X 5.5) f 18(5.5) 17(64,3) 12 (0.83)' 17 (664,3) 20 x 20 (6,1 x 6,1 20(6,1) i 20(75.7) 16.7 (1,14) 20(75,7) For Ceiling types refer to NFPA 13, 139 Or 13D 1- Maximum beam depth = 7'(178mm) K j Length 49 2.25(57) TiTop of D—aff—.1—t", ctorto Minimum I Ceiling 1 Spacing Inch (mm) Ft (m) 7.0 (0,48) intermediate Temp. Rating 1 7.0 (0,48) 1 to 4 Ps to 100j; 7.0 (0,48) (13) recessed using F2 escutcheon 8(2,4) 12(0.83) (19) recessed using F1 escutcheon 16.7 (1.14) Ceiling Spacing Inch (mm) 1 Ft (in) Paci Ordinary Temp. Rating 11 Max. Coverage area Max. S ng L intermediate Temp. Rating 1 FtxFt(Mxm) Ft (m) 1 Flow ('1750FEflqa TOP of Deflector to; Minimum GPM (Urnin) Pressure PSI (bar) Flow Pressurq GPM (UminPSt (bar) Ceiling Spacing Inch (mm) 1 Ft (in) 12 Y 12 (3.6 x 3,5) 12(3.6) 15 (57) i 9.4 (0.65) i 15 (57) 9.4 (0,65) 14 Y 14 (4.3 x 14(4.3) 16(60,S) 10.6 (0,73) 16(60.5) 10.6 (0,73 16 X 16 (4,9 X 4,9) 16(4,S) 17(64,3) i 1 1 2.0(0,83) 17(64,3) 12.0(0,83) 4 to 8 (100 to 203); Y, (13) recessed 11 '(2.4) 18 x 18 (5-5 x 5,5) 18(5.5) 19(72) 1 15-00-0) using F2 escutcheon, 8 (19) recessed 19 (72 15.0(1,0) using F1 escutcheon i. 20 x 20 (B.', x 6:1 22(83,2) *N0— 20.2 (1,4) 22(83.2) 20-2(l.4) ------------- f The F1 ties 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13. NFPA IaR and NFPA 1315in ceilings meeting the following criteria: 1- Maximum beam depth = 7'(178mm) beamed 2. Beam spacing at or greater than 7.5 fL (2.3m) on center. Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN 83513) Thread Nominal Orifice Max Size Inch (mm) Pressure i Sprinkler Temp. Rating I Max AlfrnbulernItt T1 emp. I Actual Sprinkler -p�i (bar) -F I QC oF i cC K Factor Length 175 (i2) 155 i 68 loo I 38 Inch (mm) 175 E 79 -,So5.8 66 2.25(57) Ordinary Temp. Rating 1 M2X Coverage area Max. Spacing Intermediate Temp. Rating (176OFflo-C) TOP Of Deflector to =Minimum FtxFt(mxm) Ft (m) I Flow Pressure IFlow Pressure Ceiling Spacing ------ GPM �(Umi �Sl (bag GPM( ain PSI bar) Inch (mm) Ft(m) 12x 12(3:6x3.6) 12(2,G) 16(61) 7.6(0,53) 16(61)1 6(0.53) x '14 K3 x 4,3) 14(4,3) 16 (61) 1, 7.6 (0,53) 16 (61 i 7,6(0,53) 16 x 16 (4.9 X 4,9) 16(4.9)7503)recessed (4,9)16 (61) 7-6(0.53) 1 16 (61) 7.6 (0,53) 1 to 4 (25 to 100): 1 i Is X 18 (5"q X S..5) 18 10.8(0,75) 19 72 ! 10-8(0-75) using F2 escutcheon. 8(2 4) 914 (19) recessed 1 using F1 escutcheon 20 X 20 (6,1 x 6.1) I 20(6.1) i -22(83.3) 14.4(l.0) I22(83,3) t 14.4(l.0) For Ceiling types reier to NFPA 13, 138or 1315 9 ��� � �� �r J � � Y .f�1.! , 4� '�� � '�ly- �..s�� � a �� i.r .ab�Lii./�'. �J �"i! -�' y ql�.a `� �' •�/ � FL�'1 ':���` C: � y.� k t�.f � - ^'. � r ♦ ri... kra. - ,m �"� ♦....'; �, r i � ,.. ;r• � iP . �.; _� �"� t �' r--- ? �, � .� Al �kry�i�a,�:F� zy f .. d; ,,dw r ,'S%' �^• .i5,b ..c d1 . �,. , � y ,�7�}}a . ,??�,,F _ "� Air �.v�� F ��` f• ,e .L4s cf' 10 M_ 1 Models Available UL/FM Models SSM 24-6 SSM 24-8 SSM 24-10 SSV120-6 SSV120-8 SSV120-10 ULC/Canadian Models SSM 24-6A SSM 24-8A SSM 24-10A SSV120.6A SSV120-8A SSV 120-10A Weatherproof Back Box ` WBB Product Overview Approved for indoor and outdoor use Low current draw High d8 output 'three sizes available 6", 8",10' AC and DC models DC models are polarized for use with supervision circuitry Mount directly to standard 4" square electrical box _ - Engineering Specifications U` ULC FM WA ®: LISTED l� wm+m approved SSvlza6 w y - ti � . .. � '•v� � "kik �3 .*^."`•c..+�• ' System Sensor's SSM and SSV series bells are lose current, high decibel notifi- cation appliances for use in fire and burglary systems or other signaling appli- cations. Reliable Performance.'The SSM and SSV series provide loud resonant tones. The SSM series operate on 24VDC and are motor driven, while the SSV series operate on 120VAC utilizing a vibrating mechanism. Simplified installation. 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"/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 2'/:". Bells shall be located as shown on the drawings or as deter- t 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. in ti Models Available 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 . Designed for use in residential sprinkler systems Sealed Retard mechanism (Model WFDTH) assures that the retard is not contaminated by dust and dirt when the cove: is removed Visual switch activation permits installer 'to accurately set the retard even under extremely noisy conditions Rugged, dila! SPDT switches are enclosed in a durable terminal block for added strength Accommodates up to 12 AWG wire 100% synchronization fires both alarm panel and local heli .simultaneously ud. USC MEA 1dSTER approved WFDTH Waterflow Detector The system Sensor WFDTH petard T -Tap Waterflow Detector is designed for primary signaling in residertiai systems anis fits within 2x4 stud wail eonstructical. The model fits any tee that has a V' NPT branch, Including: 1", 11/4" and :1.1b" NPT threaded ferrous and brass tees; 1", 13/1", 11h" and 2" copper sweat tee;; Central, Spears`, and lfictaulle brand 1" CPVC tees; aind 1.'h" polybutylene tees. For 2" cast and malleable threaded teas use 2" paddle (P02-0023-000) provided. 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- nism and switch assembly are field -replaceable. Features. Twelve different flexible paddles fit 1", It/a", 11/2" and 2". tees. Sizes 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 to the tee. Construction. 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. 1 P.O. Box 3365 South EI Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 515 DOUBLE OFFSET HANGER & RESTRAINER CPUC R Hanger/Restrainer M \ SIZE -SYSTEM PIPE: 3/4". and 1" MATERIAL - Carbon Steel. Hanger/Restrainer FINISH - Mil. Galvanized. ' LISTING/APPROVAL - '@" 203 - EX 423.1 USTED 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. MOUNTING FASTENERS SPECIAL a@as FASTENERS PER NFPA 13 - See table. CPVC Pipe Wood FEATURES Hanging #904 or #10 xl SMS * Double 1 1/2" offset with common pipe center -line. � Offset edge eliminates abrasion. Vertical Restraint #904 or #10 xl SMS * Pipe bore provides robust support for rough job conditions. Horizontal Restraint #904 or #14 xl 1/2 SMS Pipe slides easily through bore. SMS - Shst.%i ml Sem. * AFCOJV #904 Custom screw included - 3/8" hex head. ORDERING - Part # and pipe size. Spcciric AFCONproducls ore exclusively designed to be compatible ONLY with other AFCONproduets including pans and fastcncrs, resulting in a listed sway brave, `plraincr or hanger a=r=tily. ' Be advised the following warranty restriction will apply. DISCLAIMER- AFCON will NOT warrant against the failum of its products when used in combination with other products, pam or systems not manufactured or sold by AFCON. AFCONshall 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 arc used. 10/15. " P.O. Box 3365 South EI Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 OFF'SE'T HANGER & RESTRAINER CPVC e COPPER o STEEL SIZE - SYSTEM PIPE: 3/4" thru 2" MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - gut- usim 203 - EX 4231, EX 2551 ze 314 -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 Restrainc 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 a@us FASTENERS.PER NFPA 13 - See table. um FEATURES * 1 1/2" 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. s\IS = sn pct Nktal scr", Ls = ter; S—v, Gyp- G)T—, Board Tek -Tek S - Hanger/Restrainer Hanger/Restrainer biline specific AFCOA'pruducts ate exclusively designed to be compatible ONLY' with other AFCON products including pans and fasteners, resulting in a listed saoy brace, ne timiner or hanger nssemhly- Be advised the following warrantyrestriction wtill apply. DISCLAUNIER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCOM AFCONshall NOT be liable under any circumstances 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-AFCON products have been. or are used. _ t 3 10115 '(&- MOUNTING FASTENERS Pipe Wood Wood - Th. sr»r cyp Steel - 111n. tB CA. CPVC #905 or#10 xi SMS #14 x 2 SMS or 1/4 x 2 LS #14 SMS or 1/4 Tck SteeUCopper #14 x 1 1/2 SMS or 1/4 x 1/2 LS #14 x 2 SMS or I/4 x 2 LS #14 SMS or l/4 Tek s\IS = sn pct Nktal scr", Ls = ter; S—v, Gyp- G)T—, Board Tek -Tek S - Hanger/Restrainer Hanger/Restrainer biline specific AFCOA'pruducts ate exclusively designed to be compatible ONLY' with other AFCON products including pans and fasteners, resulting in a listed saoy brace, ne timiner or hanger nssemhly- Be advised the following warrantyrestriction wtill apply. DISCLAUNIER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCOM AFCONshall NOT be liable under any circumstances 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-AFCON products have been. or are used. _ t 3 10115 SprinklerHydraulics Calculation Program j —Elite Software Development, Inc.-,Nicho LivinFine--Fi Water. Des ottsdale AZ 85260 [ScPage P ' General Project Data Report . General Data Project Title: Nichols' Project File Name: Nichols..fiw' • " - Designed By: , Cha_ d Ryan Date: May 14, 2017 •, Code Reference: , � Approving Agency: "F" FITTING = "T" RUN / B = ANGLE VALVE Client Name: . Phone: `* Address: ; • —Of '� City, State Zip CodePERMrr # ! S ,' Company Name: �'S y Representative: BUTTE COUNTY DEVELOPMENT SERVICES 'Company Address: <" City And State:. REVIEWED FOR - Phone: i COMPLIANCE: Building Name: _ 1 HEAD ` . ..CODE Building Owner: &i-1-1 ' BY Contact at Building: - Phone at Building:: DATE Address Of Building: - City, State Zip Code: • ' Project Data Description Of Hazard'., `, '� 'Residential 'Sprinkler System Type: ` • .'Wet r } Design Area Of Water Application: 324 ftZ Maximum Area Per Sprinkler: 324 ft2 ' Default Sprinkler K -Factor: 0.00 K ti Default Pipe. Material: BLAZEMASTER CPVC Inside Hose Stream Allowance:,' 0.00 gpm, Outside Hose Stream Allowance: _ , 0.00 gpm z In Rack Sprinkler Allowance: 0.00 gpm' ,� Sprinkler Specifications � •� � ♦• � ` . • •; � - � -� .^` - '. � � Make: SENJU 'Model: t , 8464 Size: ,-•_ ;� • 7/16 .` Temperature Rating: - 4162 F ; Water Supply Test Data Source Of Information: Test Hydrant ID: •`* f Date Of Test, ' Hydrant Elevation: _ 0 ft - :Static Pressure: _ - 63.00 ..psi Test Flow Rate: k 1000.00 gpm., Test Residual Pressure: ,' 62.00 psi ; Calculated System Flow Rate: _ 22.01 gpm Calculated Inflow Residual Pressure: 40.09 psi' Available Residual Pressure At 63 System Flow: psi. .. calculation Project Data, Calculation Mode: Demand s HMD Minimum Residual Pressure: 12.05 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:.' .15 .Number Of Active Pipes: 15 Number Of Inactive Pipes: ^35 Number Of Active Sprinklers: - 1 _ ' Number Of Inactive Sprink 0 r ,. • s t , '� �' ®�'01f/14VF' gyp• . Fire-- Fire Sprinkler Hydraulics Calou- latian Program _ Elite Software Development, Inc: Living Water Designs ,. Nichols ScottsdalePa ' AZ 85260 ' a 2, Fire -Sprinkler Output Data Overall Pipe Output Data - - M J - 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) t Node _ (feet) � (K) (gpm) (psi) C -Value Velocity . Fittings Tot -Len. -(Psi) � . • (fps) Type -Grp (ft) , ... , = ' 1- 4.90 10.00 17.01 12.05 1.00 17.01 • 0.05044 0.50 0.378 2 0.00 :. 10.50- 0.00' 12.21 1.101 17.01 - E 7.00 -0.217 . BLAZEMASTER CPVC ' . 150 5.73r- 0 7.50. 0.162 22. '0.00 ..10.50' 0.00 12.99 1.00 8.44 0.01380 4.50 0.076 - ' 4 = 3 0.00 , 10.50 0.00 13.07' ,, .. 1.101 8.44 F - 1.00 0.000 -. BLAZEMASTER CPVC 150 2.85 0 5.50 .076-2 0.076- 2 0.00 10.50 0.00 12.21 1.00 10.00 0.05044 10.50 0.782 ` •22. .' 0.00 10.50 0.00 12.99 1.101. 17.01 T 5.00 0.000 • BLAZEMASTER CPVC 150 5.73, 0. 15.50 0.782 0.00 10.50 0.00 13.07 1.00 0.00 0.01380 24.25 0.542 ..'4'.' 24 : 0.00 10.50 _ 0.00 13.61 1.101 8.44 ' 3T 15.00 .. 0.000 BLAZEMASTER CPVC - 150 2.85 0- 39.25 ' _ -0.542 22 ': 0.00. 10.50 0.00 12.99 1.00 8.57 0.01418 52.75 -.0.904 26` 0.00 .; 10.50 0.00 13.90 1.101 .8.57 - 6FT 11.00 _0.000 ' BLAZEMASTER CPVC 150 2.89 0 63.75 0.904 24' .� ,tir 0.00 10.50 ' . - 0.00 13.61 1.00 0.00 0.01380' 55.50 0.932 fi 28 10.00 10.50 -0.00 14.54 1.101 8.44 7 FT '112.00. 0.000 , s BLAZEMASTER CPVC - 150. 2.85 0 67.50 0.932 ' 26 :A00 " 10.50 0.00 13.90 1.00 0.00 0.01418, 31.50 . 0.645 .. 28- 0.00 10.50 ' 0.00 14.54 1.101 8.57 2FET "" 14.00". 0.000` BLAZEMASTER CPVC 150 2.89 0 45.50 0.645 • ) 28-, 0.00 10.50 0.00 14.54 1.00 _ 0.00 0.05044 8.50 0.832 ' ' ..75 t 0.00 10.50 0.00 15.38 1.101. ,. 17.01 FE 8.00 0.000 ` BLAZEMASTER CPVC 150 H 5.73 = 0 16.50 • 0.832 75 0.00,- ' .10.50 0.00 15.38 1.00 .. 0.00 0.05044 5.50 ` 0.429 100 ; 0.00 . 5.00 0.00 18.19 1.101 17.01 `3F. .3.00 2.382 'BLAZEMASTER CPVC 150 5.73 0 8.50 2.810 t '100, FS 5.00 18.19 ' 17.01 110, 3.00 psi . 5.00 21.20 ` . 110,• 0.00 - 5.00 0.00 21.20 1.00 0.00 0.07146' 7.00 1.143 y, ;120, 0.00 -1.00 0.00 24.94 1.025 '17.01 3E 9.00. 2.598 - TYPE L COPPER TUBE .150 6.61 0 16.00 3.741. 120 0.00 '-1.00 0.00 24.94 _ '. 1.00 0.00 0.07012 1.00 ' 0.491. 130 l 0.00 . =1.00 5.00 25.43 1.029 17.01 T , 6.00 0.000 SCHEDULE 40 PVC , 150 6.56 0 7.00 0.491 F Fire.- Fire Sprinkler Hydraulics Calculation Pro ram Y 9 — — Elite Software Develo ment Inc. P WaterDesigns. 'Scotts Scotts85260 Piahels, Fire Sprinkler Output Data - Overall Pipe Output Data (cont'd) M ' , Beg.. ! Nodal Spk/Hose Residual •" Nom. Dia. q (gpm) F. L./ft Pipe -Len. PF -(psi) z Elevation End. KFactor Discharge Pressure Inside Dia., Q (gpm) (psi/ft) Fit -Lena PE -(psi) ;. (feet) Node (K) (gpm) (psi) C -Value Velocity Fittings Tot -Len. PT -(psi) ... (fps) Type -Grp (ft) i f • 130 0.00 -11.00 5.00 25.43 1.50.-, '5.00 0.01277 115.00 1.622- 140 0.00 -2.00 0.00 27.48. - 1.610 .22.01 3E 12.00' 0.433 SCHEDULE 40 PVC 150 3.47 0 • 127.00• 2.055 X140 Meter . -2.00 r 27.48 ' 22.01 r • , �~ 150 .3.00 psi : -2.00 ' 30.49 150 0.00 -2.00 0.00 30.49 • 1.00 0.00 '0.24877' 20.00 8.732 160 0.00` =4.00. 0.00 '40.09 0.875 .22.01 B " . .15.10 `" 0.866 HDPE 150' ♦ 11.74 0 35.10 9.598 Fitting Legend: F = 45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow,= Tee or Cross, B = Butterfly Valve, G = Gate Valve,'C = Check Valve' ,T < • a � . tom' .. - • � _ jv AK ```'- - • 'Fri fY 1 ' •r •. y± t . F Fire . Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc.' Living Water Designs+ Nichols Scottsdale AZ .85260 Page 4 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 • . r 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 I.Flow Velocity And Imbalance Summary ,77 Maximum Flow Velocity ( In Pipe 150 - 160) 11.74 ft/sec - Maximum, Velocity Pressure (In Pipe 150 - 160) 0.93 psi , Allowable Maximum Nodal Pressure Imbalance: 0.0100 ,psi Actual Maximum Nodal Pressure Imbalance: 0.0000 psi .Actual Average Nodal Pressure Imbalance: _ ti : 0.0000 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: 15 - Number Of Flowing Sprinklers.- prinklers:'Pipe 'PipeSystem Water Volume: , 5.36 gal w Sprinkler Flow: _ S 17.01 . gpm Non -Sprinkler Flow: 5.00 gpm, •• , - Minimum Required Residual Pressure At System Inflow - ' Node: ,. w 40.09 psi ,r Demand Flow At System Inflow Node: 22:01 gpm" , Fire-- Fihe7Sprinkler Hydraulics Calculation Program Elite Software Development, Inc:: Living'VVater Designs Nichols 'Scot4sdale AZ', 85260 - z :t f Pa "e 5• 100 90 e S 1 2 3 4 5 6 7 8 9 10 : i +• 0. `Flowrate(x100) gpm Supply Curve Data f r Static Pressure: 63 psi = Test Residual Pressure: 62 psi ,Test Flow Rate: 1000 gpm r Demand Curve,, Data Calculated Residual Pressure: 40.09 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 22.91 psi r ' Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi ' .i a. 80 70 CL i 60 50 d 40 • I' jo 1 10 0 e S 1 2 3 4 5 6 7 8 9 10 : i +• 0. `Flowrate(x100) gpm Supply Curve Data f r Static Pressure: 63 psi = Test Residual Pressure: 62 psi ,Test Flow Rate: 1000 gpm r Demand Curve,, Data Calculated Residual Pressure: 40.09 psi Calculated Flow Rate: 22.01 gpm Excess Available Residual Pressure At Calculated Flow: 22.91 psi r ' Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi ' .i a. Fire -•Fire Sprinkler Hydraulics Calculation Program _ _ 1 .. -- - ., Elite Software Development, Inc. Living Water Designs Nichols Scottsdale AZ ,85260 t fasri•� Pa e 1 General Project Data Report General Data Project Title: Nichols �`..�. •' Project File Name: Nichols:.fiw y Designed By: ' Chad Ryan Date: j- May 14,'2017 •, Code Reference: Approving Agency: , .` I "F" FITTING = "T" RUN / B =ANGLE VALVE I Client Name- ; Phone:, Address: ' City, State Zip Code: �_ �- Company Name: . _ Representative: PERMIT tt_ Company Address: a City And State: BUTTE COUNTY DEVELOPMENT SERVICES' Phone: " ' REVIEWED FOR Building Name: .2•HEAD Building Owner: = - CODE COMPLIANCE . ` ' 'Contact at Building: • Address Of Building: Phone at Building: .. City, State Zip CodRAE /, ? a BY Project Data' - ; Description Of Hazard: , Residential Sprinkler System Type: Wet Design Area.Of Water Application: 512 ft' 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: y 7/16 T Temperature Rating: ,162 Water Supply Test Data " �. . •t'77 7.I Source Of Information: Test Hydrant ID: _. ,. Date Of Test: , .Hydrant Elevation: .0 ft+ Static Pressure:' 63.00 psi, *. Test Flow-Rate:' ' ° r 1000.00 gpm. .t Test Residual Pressure: 62.00 psi Calculated System Flow Rate: ' 31.50 gpm Calculated Inflow Residual Pressure: ;, 50.93 -psi Available Residual Pressure At 63 System Flow:. . Psi' " F Calculation Project Data Calculation'Mode: . Demand HMD Minimum Residual Pressure: .7.05 psi Minimum. Desired Flow Density:'' 0.05 gpm/ft, Maximum Water Velocity:, 0.00 ft/s -Maximum Frictional Loss / 100 feet: 20.00, psi Number Of Active Nodes: •` 16 - Number Of Active Pipes: , :• 16 `. =r _ Number Of Inactive Pipes: Number Of Active Sprinklers: ' 2 Number Of Inactive Sprinklers: Qat I 4 Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. �Tire_- Living Water Designs ti* t Nichols' Scottsdale AZ 85260 _ �.rrk Pa e2 Fire Sprinkler Output Data t, Overall Pipe Output Data 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 (feet) (K) (gpm) (psi) C -Value Velocity Fittings Tot -Len. PT -(psi) (fps) Type -Grp (ft) 1 4.90 10.00 13.01 .7.05 1.00 13.01 0.03072 0.50 0.230. . 2 0.00 10.50 0.00 7.06 1.101 13.01 E 7.00 -0.217 ' BLAZEMASTER CPVC 150 4.38 0 7.50 3 4.90 10.00 13.49 7.58 ' = 1.00 13.49 0.03284 0.50' c' 0.181 - -4 0.00- ' 10.50, 0.00 , 7.54 -1.101 13.49 T 5.00 -0.217 BLAZEMASTER CPVC 150 4.54 ' . 0 5.50 -0.036 ` 2 0.00 " 10.50 ' 0.00 7.06 ` 1.00 0.00 0.03072 10.50 • t . ' 0.476 22 0.00 '10.50 0.00 7.54 '1.101 13.01 T 5.00 0.000 " BLAZEMASTER CPVC - 150 4.38 0 15.50 0.476 ,. 22 0.00 10.50 0.00 7.54 1.00 0.16 0.00001 , 4.50 0.000 , 4 0.00 10.50 0.00 7.54 1.101 0.16 F 1.00 0.000 BLAZEMASTER CPVC - 150 0.05 0 5.50 0.000 a '4 -0.00 10.50 - 0.00 7.54 1.00 13.33 0.03214 24.25 1.262 •24 • 0.00' 10.50 0.00 ;8.80 .. 1.101 13.33 - 3T 15.00 0.000 - 'BLAZEMASTER CPVC - 150 4.49 0 39.25 1.262 - 22 0.00 10.50. 0.00 7.54 1.00 -0.00 '0.03140 , 52.75 , 2.002 Y' ' 26 0.00 ` 10.50 0.00 9.54 1.101 13.17 6FT 11.00 0.000 - BLAZEMASTER CPVC 150 4.44 0 • 63.75 2.002 � 24 . 0.00 10.50 0.00 8.80'- 1.00 0.00 0.03214 55.50 2.169 28 0.00 10.50 0.00 10.97 1.101 13.33 7FT "12.00 0.000 BLAZEMASTER CPVC 150 4.49 0 67.50 2.169 26 , 0.00 10.50 • 0.00 9.54 1.00 ' _ - 0.00 -0.03140 31.50 ` 1.429 28 0.00 10.50 0.00 10.97 1.101 13.17 2FET 14.00 0.000. ' BLAZEMASTER CPVC 150 4.44 0 45.50 1.429 28 0.00 10.50 0.00 10.97 1.00 ' 0.00 0.11455 8.50 1.890 75 0.00 ; . 10.50 0.00 12.86 1.101 26.50 FE 8.00 0.000 BLAZEMASTER CPVC - 150 8.93. 0 -' .16.50 1.890 75 0:00 10.50 0.00 12.86 1.00 0.00 0.11455 5.50 0.974 . _ k 100 0.00 5.00 0.00 16.22 1.101 26.50 3F 3.00 2.382 BLAZEMASTER CPVC 150 8.93 , 0 8.50 3.355 100 FS 5.00 - 16.22 T 26.48 ' 11O.-,_3.00 psi 5.00 19.22 :110 • 0.00 5.00 0.00 19.22 1.00 0.00 0.16228 7.00 ` 2.596 1201 0.00 -1.00 , . 0.00 24.41 1.025 26.50 3E 9.00 2.598 TYPE L COPPER TUBE 150 10.30 ,0 16.00 . j '5.194 4 �IF#e - Fire Sprinkler Hydraulics Calculation Program Elite Software Development Incl' Living Water Designs f Nichols ;Scottsdale AZ.85260 ,' %;4s�iX+ Page 3 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) Elevation End: KFactor Discharge . Pressure - Inside Dia. Q (gpm) (psi/ft) Fit -Len. " PE -(psi) (feet) Node (K) (gpm) (psi) C -Value Velocity Fittings .. Tot -Len. PT -(psi) (fps) Type -Grp '(ft) 120 0.00 -1.00 0.00 _ 24.41 `' 1.00 0.00 0.15923 1.00 1.115 : 130 '0.00 -1.00 5.00 25.53 1.029 26.50 T 6.00 " ' 0.000 . SCHEDULE 40 PVC 150 10.22 0 „ 7.00 1.115' ' 130 0.00 --1.00 5.00 25.53 1.50 5.00 0.02478 115.00 3.147 1401. 0.00 -2.00 0.00 - 29.11 `� 1.610 31.50 3E 12.00 0.433 ,SCHEDULE 40 PVC: , - 150 4.96 0 127.00 3.580 140 -+ Meter -2.00 , 29.11 31.48. .150 ' 4.00 psi -2.00 3.3.11.. 150 0.00 -2.00 0.00 33.11 1.00 0.00 0.48284 ,1 20.00 16.948 ' -160 0.00 -4.00 0.00 50.93 0.875 31.50 B 15.10 0.866 a -HDPE 150 16.81 0 35.10 17.814 - 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' 3 A- ' �a _ ._.{ � ,.. •': •`�:: � pit Fire -Fire Sprinkler Hydraulics Calculation Program Elite -Software Development, Inc. Living Water. Designs, „r r Nichols i_-_ (Scottsdale, AZ 85260. `, +. .. — -- Pa a 4'' Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler -Node, HMD Sprinkler Node Number: = 1 _ HMD Actual Residual Pressure: - 7.05 ,psi ;HMD Actual GPM: ,.'ti 13.01' gpm ! Sprinkler Summary I ~ / •t J -Sprinkler System Type: ' Wet. Specified Area Of Application: ' • ' x 512.00 ftz Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: - 0.052 gpm/ft? " Application Average Area Per Sprinkler:,256.00 ft2 Sprinkler Flow: 26.50 gpm; Average Sprinkler Flow: •13.25 gpm` N . Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 150 - 160) 16.81 ft/sec ' Maximum Velocity Pressure ( In Pipe 150 - 160) 1.90 psi , Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: = 0.0079 psi : 4 Actual Average Nodal Pressure Imbalance: -0.0018 .psi' Actual Maximum Nodal Flow Imbalance: 0.0187 Actual Average Nodal Flow Imbalance:0.0044 1` ,gpm. _ gpm Overall Network'Summary Number Of Unique Pipe Sections: 16 Number Of Flowing Sprinklers: '• 2 • « { Plpe' System Water Volume: 8.45 gal : i Sprinkler Flow: 26.50 gpm Non -Sprinkler Flow: ; 5.00 gpm - Minimum Required Residual Pressure At System Inflow 'Node: f _ 50.93 psi }' , • ` j Demand Flow At System Inflow Node: ej 31.50 gpm . • J • SprinklerHydraulics Calculation Program Elite Software Development, Inc.Living Water Designs, Oichols Page 5 Fire Sprinkler Output Data ' Hydraulic Supply/Demand Graph 100 �r80 70 63 62, CCO)O 50� t + .30 20 0 .2 g 4 5 't.6 7 - •8 +" °: 9 s Flowrate(x100) Spm' Supply Curve Data - Static Pressure: 63 psi Test Residual Pressure: 62 psi Test Flow Rate: 1000 gpm _ (-Demand Curve Data, Calculated Residual Pressure: 50.93 psi'Calculated Flow Rate: 31.50 gpm •'r ° -. = P, Excess Available Residual Pressure At Calculated Flow-. 12.07 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 0.00 psi , q � • J • F JR F � 9 PiEI r+^�o -qq 911 m2l tQgi �g� N—mm. . 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CA Ya%5 570-578-M TI V 'wH i NICHOLS OROVILLE, CA u aan ' APN 030-038-005 V. 7645 27 �. butte County�r�, c Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Croville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds PLEASE PRINT CLEARLY PROPERTY OWNER INFORMATION Last NameufW Firs N e Mailing Address City State Zip Phone Fax Email Cell CONTRACTOR Name FOOTHILL FIRE PROTECTION INC Mailing Address 4000 ALVIS CT. c"Y ROCKLI N • State CA Z'p 95677 Phone 916-663-3582 Fax Email Cell License No. 783132 • Class C-16 APPLICANT ARCHITECT/ENGINEER Name Mailing Address 170 Erma Ct Mailing Address State CA City Phone .530-826-3013 State Zip Phone Garage: Fax Email Covered Area: Cell CA State License No. TOTAL SO: APPLICANT Last Name Abdeen First Name Anthony Mailing Address 170 Erma Ct c"yChico State CA Z p 95928 Phone .530-826-3013 Fax 530-893-3013 Email aabdeen@ffprotection.com Cell 916-749-5528 APPLICANT SIGNATURE AND DATE Date: 5-24-17 Print Name: Anthony Abdeen PERMIT NO: FORM NO 1317; g� DSP -1 BIN NO: PROJECT LOCATION APN 030-038-010 Property ess Vista Estates Court City Location must not be in the city limits of Chico, Gridley, Oroville or Paradise, Oroville http://gismaps.buttecounty.net/flexviewer/bcdatasearch/`lndex.html WORKER'S COMPENSATION Policy Number WSA5024590 CarrierINSURANCECO. OF THE WEST If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance Is this a Manufactured/Mobile Home (circle one) Yes / No RESIDENTIAL FIRE SPRINKLERS LENDING AGENCY Name Mailing Address City State Zip DESCRIPTION OR SCOPE OF WORK D Mobile Home permits (other than installation, foundation, utilities & non-attached structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click below to see Manufactured Home Alterations and Permit Guidelines at: htto://www.hcd.ca.00v/codes/mho/HCD Phone: (616) 255-2501 'V Z Is this a Manufactured/Mobile Home (circle one) Yes / No RESIDENTIAL FIRE SPRINKLERS JOB VALUATION: (Enter value of labor, including non -contracted, plus materials charge) �$ 2000 Scdiuare Feet Detail Living Area: Garage: Open Area: Covered Area: G Structure Built without permits TOTAL SO: 0 Proposed Change of Occupancy/Use - Note previous/current use below: FOR OFFICE USE ONLY Zoning: Flood Zone: ISRA: I YES NO 11 NPOES YES L3 NO ❑ Code Enf: YES U NO ❑ Legal Lot: YES ❑ NO ❑ Occupancy Type Construction Permit T Date: C5•?5'I 'When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Revised 7.20.2015 Page I of Pr � Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: - Make sure your application is complete. - Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress -has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, providedno work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codesibutteco/ "'When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B17-1027 Date: 5/25/2017 Parcel Number: 030-038-010 Location: 48 VISTA ESTATES COURT, Phone: 5305206997 OROVILLE Owner Name: LANE, LARRY Description: F/S FOR B17-0675 Signature of Applicant: a - Date: 5/25/2017