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HomeMy WebLinkAboutPermit File 4114 R Avenue (2) 0800804-1 0002 01/08/2008 002 4 Cityof Anacortes Permit Fees 10 83.51 $.5:_1 ,5 • Permit#: BLD-2008-0012 904 6th Street Issue date: 01/08/2008 • P.O.Box 547 Expire date: 01/07/2009 to;' Anacortes, WA 98221-0547 '`",,. ' 1'' (360) 293-1901 Job Address: 4114 R AVE Permit Type: Fire Sprinkler Permit ANACORTES WA 98221-3643 Project: APN: P33167 P57984 Remarks: Install sprinkler system and pump Owner MARGIJFRITF DANIFI S Contractnr• CC)MMFRCIAI FIRF PROTECTION INC Address: 4114 R AVE Address: PO BOX 128 ANACORTES WA 98221-3643 MOUNT VERNON WA 98273-0128 Phone: Phone: (360)848-9093 License#: COMMEFP132MM General Information: Fees: Building Valuation 12866 Building Permit Fee 180.00 State Building Code Fee 4.50 Plan Review Fee 117.00 Total Calculated: 301.50 Deposits/Receipts: 0.00 Total Due: 301.50 • THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LO - A GULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. • 4111.1,� -9-aB r '72C4 �P. af, c. Z�'1 51: �5`_.wii =_t ' _rl -'' II AGENT ISSUED BY DANIELS GUEST HOUSE - 2 HEAD Fire Sprinkler Reports for i T— • Danie's Guest House 4114 R'Avenue Anacortes, WA 98221 CITY OF ANAGOI� �� • Inn 3 PLANS '"'''\ t ApPriw m ,--- , 1_42_ ID 1:::v, y �� -a ate_ p RMIT NO. iiil .Nour,ESS- . ---- AQBovED B .-- aERSIGI-�iri SPE:T � . ..POFIELD IN UTIN��„.... • UB} CT '' F CODE IS N uv1ON ----7) , i `, ' .z--z-,„.ZC:Z—z—f.,-. . b Prepared By: J Huff » Fuca , c'...k`r---Vl..H'\..-,--- Commercial Fire Protection og 77..--. PO Box 128 17199 Bennett Rd o q,y, �n o9 '4 .,�� '�...r A Mount Vernon,WA 98273 Fi1CM1A.' i a7_1.271 G 13 f, 3'�F?:1F 360-848-9093 S^ m December 19,2007 .(� L„«rta' FIRE-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Elite Software Development 4 61 , Daniels Guest House-2 Head Bryan,TX 77806 ,46e;,-, Pa e 2 General Project Data Report General Data Project Title: Daniels Guest House -2 Head Project File Name: Daniels 2.fiw Designed By: J Huff Date: December 19, 2007 Code Reference: NFPA 13D Approving Agency: Anacortes Fire Marshall Client Name: Daniel's Guest House Phone: Address: 4114 R Avenue City, State Zip Code: Anacortes, WA 98221 Company Name: Commercial Fire Protection Representative: Roger Sigmen Company Address: PO Box 128 17199 Bennett Rd City And State: Mount Vernon,WA 98273 Phone: 360-848-9093 Building Narne: Daniel's Guest House Building Owner: Daniels Contact at Building: Phone at Building: Address Of Building: 4114 R Avenue City, State Zip Code: Anacortes,WA 98221 Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Design Area Of Water Application: 320 ft2 Maximum Area Per Sprinkler: 256 ft2 Default Sprinkler K-Factor: 4.90 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: Central Model: LF-II Concealed Pendent Size: 1/2" Temperature Rating: 160 F Water;Supply Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 88.90 psi Test Flow Rate: 53.50 gpm Test Residual Pressure: 39.02 psi Calculated System Flow Rate: 28.00 gpm Calculated Inflow Residual Pressure: 25.71 psi Available Inflow Residual Pressure: 73.84 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Number Of Active Nodes: 7 Number Of Active Pipes: 7 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 2 Number Of Inactive Sprinklers: 0 I FIRE-Fire Sprinkler Hydraulics Calculation Program �; Elite Software Development,Inc. Elite Software'Development "'•,` .., � ' Daniels Guest House-2 Head Bryan,TX 77806 °';,iahi Pa e 3 Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 104 1 PEX 1.000 0 E 10.58 3.00 13.58 150 1 103 2 PEX 1.000 0 0.67 0.00 0.67 150 100 101 SCHED-40-WET STEEL 1-500 0 2ET2GC 8.58 36:00 44 1-20 58 I 101 102 BLAZEMASTER CPVC 1.500 0 6ET 39.67 62.00 101.67 150 102 103 PEX 1.000 0 T 52.25 5.00 57.25 150 102 104 PEX 1.000 0 T 43.33 5.00 48.33 150 103 104 PEX 1.000 0 T 4.50 5.00 9.50 150 FIRE-Fire Sprinkler Hydraulics Calculation Program w,i,�r1,,�, EliteSoft.ware Development,Inc. Elit are. Elite Software Development -; Daniels Guest House'-2 Head. Bryan,TX 77806 .1::,i .s Page 4 Fire Sprinkler Output Data Overall Pi pe Output Data Nom. Dia. F. L./ft Pipe-Len. PF si Beg. Nodal Spk/Hose Residual Q (gpm) (p ) Elevation inside Dia. (psi/ft) Fit-Len. End. KFactor (feet) Discharge Pressure C-Value Velocity Fittings Tot-Len. PE-(psi) Node (K) (gpm) (psi) (fps) Type-Grp (ft) PV-(psi) 100 0.00 0.50 0.00 25.71 1.50 28.00 0.03012 8.58 1.343 101 0.00 9.10 0.00 20.64 1.610 4.41 2ET2G2C 36.00 3.724 SCHED 40 WET STEEL 120 0 44.58 0.131 101 0.00 9.10 0.00 20.64 1.50 28.00 0.02067 39.67 2.101 102 0.00 16.20 - 0..00 15.47 1.598 4.48 6ET 62.00 3.074 BL.AZEMASTER CPVC 150 0 101.67 0.135 102 0.00 16.20 0.00 15.47 1.00 13.37 0.10580 52.25 6.057 103 0.00 16.20 0.00 9.41 0.863 7.33 T 5.00 0.000 PEX 150 0 57.25 0.362 102 0.00 16.20 0.00 15.47 1.00 14.62 0.12486 43.33 6.035 104 0.00 16.20 0.00 9.43 0.863 8.02 T 5.00 0.000 PEX 150 0 48.33 0.433 103 0.00 16.20 0.00 9.41 1.00 15.09 0.13233 0.67 0.089 2 4.90 15.60 15.17 9.58 0.863 8.28 0.00 -0.260 PEX 150 0 0.67 0.461 104 0.00 16.20 0.00 9.43 1.00 12.94 0.09954 10.58 1.352 1 4.90 18.70 12.96 7.00 0.863 7.10 E 3.00 1.083 PEX 150 0 13.58 0.339 103 0.00 16.20 0.00 9.41 1.00 1.71 0.00236 4.50 0.022 104 0.00 16.20 0.00 9.43 0.863 0.94 T 5.00 0.000 PEX 150 0 9.50 0.006 FIRE-Fire Sprinkler Hydraulics Calculation Program Elite Software.Development,Inc. Elite Software Development Daniels Guest House-2 Head Bryan,TX 77806 'Ake,5 Page 5 Fire Sprinkler Output Data Overall Sprinkler. Output.Data. Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure z Density Discharge Code KFactor(K) (Psi) (ft ) Node No. (feet) m (P ) (gpm/ft2) _.(9P i 1 4.90 18.70 7.00 256.00 0.051 12.96 Sub Totals For Non-Group 256.00 0.051 12.96 2 4.90 15.60 9.58 256.00 0.059 15.17 Sub Totals For Non-Group 256.00 0.059 15.17 Totals For All Groups 512.00 0.055 - 28.13 ' FIRE=File Sprinkler Hydraulics calculation Program Elite Software Development,Inc. Elite Software Development Daniels Guest House-2 Head Bryan,TX 77806'< :> S Page e Fire Sprinkler Output Summary __ Hydraulicall Most Demanding Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 7.00 psi HMD Actual GPM: 12.96 gpm Sprinkler Summary Sprinkler System Type: Specified Area Of Application: 320.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.088 gpm/ft2 Application Average Area Per Sprinkler: 160.00 ft2 Sprinkler Flow: 28.13 gpm Average Sprinkler Flow: 14.07 gpm Flow`Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 2- 103) 8.28 ft/sec Maximum Velocity Pressure ( In Pipe 2- 103 ) 0.46 psi Allowable Maximum Nodal Pressure Imbalance: 0.1000 psi Actual Maximum Nodal Pressure Imbalance: 0.0919 psi Actual Average Nodal Pressure Imbalance: 0.0354 psi Actual Maximum Nodal Flow Imbalance: 0.0801 gpm Actual Average Nodal Flow Imbalance: 0.0172 gpm Overall: Network Summary Number Of Unique Pipe Sections: 7 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 8.42 gal Sprinkler Flow: 28.13 gpm Non-Sprinkler Flow: 0.00 gpm Total System Demand Flow: 28.13 gpm Minimum Required Residual Pressure At System Inflow 25.71 psi Node: Demand Flow At System Inflow Node: 28.00 gpm FIRE-Fire Sprinkler Hydraulics Calculation Program ' . Elite Software Development,Inc. Elite Software Development Daniels Guest House-2 Head Bryan;-TX 77806 7 Aoki.s Page 7 Fire Sprinkler Output Data Hydraulic.Supply/Demand Graph 100 — i 90 86 80 -- 70 -- 'tn Q 60 -- L N 50 u) 4) 40 30 r 20 10 -- 0 - - 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 Flowrate(x1 00) gpm Adjusted Hydrant Data Static Pressure: 88.9 psi Test Residual Pressure: 39.02 psi Test Flow Rate: 53.5 gpm Demand Point Data Calculated Residual Pressure: 25.71 psi Calculated Flow Rate: 28.00 gpm Excess Available Inflow Residual Pressure: 48.13 psi Hydraulic Calculations Piping Diagram p• 104 7. 103 0 (1 r. 02) • r„ Co N Pipe Nodes Sprinkler Nodes 101 N • -\\7- ZNI • _ AL AL System Riser • • 100 Page 8 ES-A-2000B Series 2000B A M E S Double Check Valve Assemblies FIRE Sizes: 1/2" - 2" (15 - 60mm) _„, • � 1. r �i :nr t,aY. Features - , • Ease of maintenance with only one cover 2" 2000B HC • Top entry (50mm) • Replaceable seats and seat discs • odular construtc ion -•Compact design• 1/2" —2" (15 - 50mm) Cast bronze ;.; e 3a body construction • Top mounted ball valve test cocks 3/a"' 2000B (20mm) • Low pressure drop • No special tools required Series 2000B Double Check Valve Assemblies shall be installed at referenced cross-con- • /" - 1" (15 -25 mm) have nections to prevent the backflow of polluted water into the potable water supply. Only tee handles those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of Available Models testing or other installation requirements. Suffix: These valves meet the requirements of ASSE Std. 1015 and AWWA Std. C510 and are B - Quarter turn ball valves approved by the Foundation for Cross-Connection Control and Hydraulic Research at the LBV - less ball valves University of Southern California. LH - locking handle ball valves (open Specifications position) A Double Check Valve Assembly shall be installed at each noted location. The assembly SH - stainless steel ball valve handles shall consist of two positive seating check modules with captured springs and rubber seat HC - 2/ " inlet/outlet fire hydrant fitting discs. The check module seats and seat discs shall be replaceable. Service of all internal (2" valve) components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves and four top mounted, re- Prefix: silient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 U - union connections and AWWA Std. C510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be an Ames Company Series 2000B. Pressure — Temperature Approvals Temperature Range: 33°F- 140°F pp (5°C - 60°C) P «�•o Maximum Working Pressure: 175psi �� C k us (12.06 bar) c us 1015 B64.5 3/4" -2" (LBV Models Only) Standards Approved by the Foundation for Cross-Connection Control and Hydraulic Research at AWWA Std. C510, IAPMO PS31 the University of Southern California. LBV models not listed. Horizontal and vertical "flow up" approval on all sizes. s :......:.:,.rsz •zazu.�r:::aar .- . .._:..^.+.excrx.¢xrnnxt:.....,r.csrrriaza.�sxxutzsz»x7aa:»ruxs:::.;,, rF--r..x...:: ...r.c....xn.,wo:,;. •m.v.,.m::.,., ,,...::::_r... w,wx � z �: :w;uimrsw!.twi�xuvaxxa: Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Ames product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements,please contact Ames Technical Service.Ames reserves the right to change or modify product design,construction,specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com ilAMME=-ILS GUEST HOUSE - 1 HEAD Fire Sprinkler Reports for Daniel's Guest House 4114 R Avenue Anacortes, WA 98221 �f/ ,/ t r '0 "'mil 4 „ Prepared By: w�v n a,' to 44, J Huff y �fitchard strum'0 : ?,"147-176001 Commercial Fire Protection +� w -.,giro, • ,� PO Box 128 17199 Bennett Rd ism yti; I Mount Vernon,WA 98273 e p 360-848-9093 December 19,2007 2 z2- - < `7 FIRE-Fire;Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Elite Software Development 1 Daniels Guest House-:1 Head Bryan,TX 77806 f,a .-, Page 2. General Project Data Report General.Data Project Title: Daniels Guest House- 1 Head Project File Name: Daniels 1.fiw Designed By: J Huff Date: December 19, 2007 Code Reference: NFPA 13D Approving Agency: Anacortes Fire Marshall Client Name: Daniel's Guest House Phone: Address: 4114 R Avenue City, State Zip Code: Anacortes, WA 98221 Company Name: Commercial Fire Protection Representative: Roger Sigmen Company Address: PO Box 128 17199 Bennett Rd City And State: Mount Vernon, WA 98273 Phone: 360-848-9093 Building Name: Daniel's Guest House Building Owner: Daniels Contact at Building:- Phone at Building: Address Of Building: 4114 R Avenue City, State Zip Code: Anacortes, WA 98221 Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Design Area Of Water Application: 150 ft2 Maximum Area Per Sprinkler: 256 ft2 Default Sprinkler K-Factor: 4.90 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: Central Model: LF-II Concealed Pendent Size: 1/2" Temperature Rating: 160 F Water Supply. I Test Data Source Of Information: Test Hydrant ID: Date Of Test: Hydrant Elevation: 0 ft Static Pressure: 88.90 psi Test Flow Rate: 53.50 gpm Test Residual Pressure: 39.02 psi Calculated System Flow Rate: 12.79 gpm Calculated Inflow Residual Pressure: 18.55 psi Available Inflow Residual Pressure: 85.37 psi Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.05 gpm/ft2 Number Of Active Nodes: 6 Number Of Active Pipes: 6 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 1 Number Of Inactive Sprinklers: 0 FIRE Fire Sprinkler Hydraulics Calculation Program -a,„ Elite Software Development,Inc. � Elite Software Development t` Daniels Guest House-:1 Head Bryan,TX 7780E A , , Page 3 Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End, Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 104 1 PEX 1.000 0 E 10.58 3.00 13.58 150 —t00 't01 $ t-tED 49 WET STEEL—�06 T-2G2 58-fi-2t1 I --1-01 102 BL- .500 0 6ET 39.67 62.00 101.67 1-50 l 102 103 PEX 1.000 0 T 52.25 5.00 57.25 150 102 104 PEX 1.000 0 T 43.33 5.00 48.33 150 1 103 104 PEX 1.000 0 T 4.50 5.00 9.50 150 1 1 1 1 FIRE-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,:Inc. Elite Software Development Daniels Guest House-1 Head .. `..1 r \5 ., Bryan,Tx 77806 r' , - Page 4 Fire Sprinkler Output Data Overall Pipe Output Data Nom. Dia. F. L./ft Pipe-Len. Beg. Nodal Spk/Hose Residual Q{gpm) PF-(psi) Elevation Inside Dia. (psi/ft) Fit-Len. End. KFactor (feet) Discharge Pressure C Value Velocity Fittings Tot Len. PE {psi) Node (K) (gpm) (psi) (fps) Type-Grp (ft) PV-(psi) 100 0.00 0.50 0.00 18.55 1.50 12.79 0.00707 8.58 0.315 101 0.00 9.10 0.00 14.51 1.610 2.02 2ET2G2C 36.00 3.724 SCHED 40 WET STEEL 120 0 44.58 0.027 101 0.00 9..10- -0.00 1451 1.50 12.79 0.00485 39:67- 0:493 102 0.00 16.20 0.00 10.94 1.598 2.05 6ET 62.00 3.074 BLAZEMASTER CPVC 150 0 101.67 0.028_ 102 0.00 16.20 0.00 10.94 1.00 5.83 0.02280 52.25 1.305 103 0.00 16.20 0.00 9.64 0.863 3.20 T 5.00 0.000 PEX 150 0 57.25 0.069 102 0.00 16,20 0.00 10.94 1.00 6.95 0.03150 43.33 1.522 104 0.00 16.20 0.00 9.42 0.863 3.81 T 5.00 0.000 PEX 150 0 48.33 0.098 103 0.00 16.20 0.00 9.64 1.00 5.84 0.02285 4.50 0.217 104 0.00 16.20 0.00 9.42 0.863 3.20 T 5.00 0.000 PEX 150 0 9.50 0.069 104 0.00 16.20 0.00 9.42 1.00 12.85 0.09836 10.58 1.336 1 4.90 18.70 12.96 7.00 0.863 7.05 E 3.00 1.083 PEX 150 0 13,58 0.334 FIRE-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Elite Software Development Daniels Guest House-1 Head Bryan,TX 77806 Y Pa e 5 Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Grou S rinkler Sprinkler Residual Flowin Area Flowing Sprinkler Sprinkler p p Elevation Pressure g 2 Density Discharge Node No. Code KFactor(K) (feet) ' (psi) (ft ) (gpm/ft2) (gpm) 1 4.90 18.70 7.00 256.00 0.051 12.96 Sub Totals For Non-Group 256.00 0.051 12.96 Totals For All Groups 256.00 0.051 12.96 FIRE-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Elite Software Development rr Daniels Guest House-1 Head I Bryan,TX 77806: ._. Page 6 Fire Sprinkler Output Summary __ Hydraulically Most Demanding Sprinkler Node. HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 7.00 psi HMD Actual GPM: 12.96 gpm [Sprinkler Summary: Sprinkler System Type: Specified Area Of Application: 150.00 ft2 Minimum Desired-Density: — 0.050—gpm/ft2 - - - - - Application Average Density: 0.086 gpm/ft2 Application Average Area Per Sprinkler: 150.00 ft2 Sprinkler Flow: 12.96 gpm Average Sprinkler Flow: 12.96 gpm [Flow Velocity And Imbalance Summary Maximum Flow Velocity ( In Pipe 1 - 104) 7.05 ft/sec Maximum Velocity Pressure ( In Pipe 1 -104 ) 0.33 psi Allowable Maximum Nodal Pressure Imbalance: 0.1000 psi Actual Maximum Nodal Pressure Imbalance: 0.0827 psi Actual Average Nodal Pressure Imbalance: 0.0446 psi Actual Maximum Nodal Flow Imbalance: 0.0683 gpm Actual Average Nodal Flow Imbalance: 0.0152 gpm Overall Network Summary Number Of Unique Pipe Sections: 6 Number Of Flowing Sprinklers: 1 Pipe System Water Volume: 8.40 gal Sprinkler Flow: 12.96 gpm Non-Sprinkler Flow: 0.00 gpm Total System Demand Flow: 12.96 gpm Minimum Required Residual Pressure At System Inflow 18.55 psi Node: Demand Flow At System Inflow Node: 12.79 gpm FIRE Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. Elite Software Development Daniels Guest House 1 Head Bryan,TX 77806 k°3 : Page 7 Fire Sprinkler Output Data Hydraulic.Supply/Demand Graph 100 - 90 80 80 N 70 2 60 50 a 9 40 . 30 - - 20 r 10 0 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Flowrate(x100) gpm Adjusted Hydrant Data Static Pressure: 88.9 psi Test Residual Pressure: 39.02 psi. Test Flow Rate: 53.5 gpm Demand Point Data Calculated Residual Pressure: 18.55 psi Calculated Flow Rate: 12.79 gpm Excess Available Inflow Residual Pressure: 66.82 psi Hydraulic Calculations Piping Diagram li r, 104 1" 7.. • 103 0 102 n• 7+ N 1 Pipe Nodes 101 O Sprinkler Nodes N i e CV � System Riser A. • s C00) Page 8 i ______ _ tqco/ Fire & Building roduc s ft _ rapid response, _ HOME FIRE SPRINKLER SYSTEM `lechnical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Y lc 1l171711 „ flc« oz cIcJII --12 Tf7 c� D G� L c L � U fl L7 v lDE-'u l eoc--)� L 'L t P! , 4.0 1,.. Qi c1cc2ou General pressures, enabling smaller pipe sizes and water supply requirements. Description The Series LFII (TY3596) has been designed with heat sensitivity and !" The Series LFII (TY3596) Residential water distribution characteristics Concealed Pendent Sprinklers are proven to help in the control of residen- r. s= " decorative, fast response, fusible sol- tial fires and to improve the chance for e or be evacuated.escape to ants der sprinklers designed for use in resi- occupants p dential occupancies such as homes, The Series LFII (TY3596) Residential ~' apartments, dormitories, and hotels. Concealed Pendent Sprinklers are The cover plate assembly conceals shipped with a Disposable Protective the sprinkler operating components Cap. The Protective Cap is temporarily above the ceiling. The flat profile of the removed for installation, and then it cover plate provides the optimum aes- can be replaced to help protect the thetically appealing sprinkler design. sprinkler while the ceiling is being in- In addition, the concealed design of stalled or finished. The tip of the Pro- i the Series LFII (TY3596) provides 1/2 tective Cap can also be used to mark inch (12,7 mm) vertical adjustment. the center of the ceiling hole into plas- This adjustment reduces the accuracy ter board, ceiling tiles, etc. by gently to which the fixed pipe drops to the pushing the ceiling product against the Technical sprinklers must be cut to help assure Protective Cap. When the ceiling in- a perfect fit installation, stallation is complete the Protective Data Cap is removed and the Cover Plate The Series LFII are to be used in wet Assembly installed. Approvals: pipe residential sprinkler systems for UL and C-UL Listed. one- and two-family dwellings and mo- WARNINGS Maximum Working Pressure: bile homes per NFPA 13D; wet pipe The Series LFII (TY3596) Residential 12,1 bar) residential sprinkler systems for resi- Concealed Pendent Sprinklers de- 175 p ( ) dential occupancies up to and includ- scribed herein must be installed and Discharge Coefficient: ing four stories in height per NFPA maintained in compliance with this K = 4.9 GPM/psi1i2 (70,6 LPM/bar1/2) 13R; or, wet pipe sprinkler systems for document, as well as with the applica- Temperature Rating: the residential portions of any occu- ble standards of the National Fire Pro- 160°F/71°C Sprinkler with pancy per NFPA 13. tection Association, in addition to the 135°F/57°C Cover Plate The Series LFII (TY3596) has a 4.9 standards of any other authorities hav- (60,5) K-factor that provides the re- ing jurisdiction. Failure to do so may Vertical Adjustment: quired residential flow rates at reduced impair the performance of these de- 1/2 inch (12,7 mm) vices. Finishes: The owner is responsible for maintain- Cover Plate: ing their fire protection system and de- Flat White, Bright White, Chrome, or IMPORTANT vices in proper operating condition. Custom Always refer to Technical Data The installing contractor or sprinkler Sheet TFP700 for the `INSTALLER manufacturer should be contacted Physical Characteristics: WARNING" that provides cautions with any questions. Body Brass with respect to handling and instal- Cap Bronze lation of sprinkler systems and corn- Sprinkler/Model Saddle Brass Sealing Assembly . ponents. Improper handling and in _ _ Beryllium Nickel w/ Teflon stallation can permanently damage Identification Soldered Link Halves Nickel a sprinkler system or its compo Lever Bronze nents and cause the sprinkler to fail Number Compression Screw Brass to operate in a fire situation or cause Deflector Copper or Brass it to operate prematurely. SIN TY3596 Guide Pin Housing Bronze Gage `A off 4 JANUARY, 2006 T FL 44 • Page 2 of 4 TFP442 Minimum Flow (b) and Maximum Maximum Residual Pressure Coverage Spacing For Horizontal Ceiling Area(a) Ft. (Max. 2 Inch Rise Ft. x Ft. (m) for 12 Inch Run) (m x m) 160°F/71°C Sprinkler 12 x 12 12 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 14 x 14 14 13 GPM (53,0 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 16 x 16 16 13 GPM (60,6 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 18 x 18 18 17 GPM (64,3 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 20 x 20 20 20 GPM (75,7 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (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. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER Guide Pins Stainless Steel NOTE coverage areas being protected by Support Cup Steel When conditions exist that are outside the four sprinklers. Cover Plate Copper the scope of the provided criteria, refer Obstruction To Water Distribution. Retainer Brass to the Residential Sprinkler Design Locations of sprinklers are to be in Cover Plate Ejection Spring Guide TFP490 for the manufacturer's accordance with the obstruction rules Stainless Steel recommendations that may be accept- of NFPA 13 for residential sprinklers. able to the Authority Having Jurisdic- tDuPont Registered Trademark tion. Operational Sensitivity. The sprin- klersSystem Type. Only wet pipe systems are to be installed relative to the ceiling mounting surface as shown in Operation may be utilized. Figure 3. Hydraulic Design. The minimum re- Sprinkler Spacing. The minimum When exposed to heat from a fire, the quired sprinkler flow rate for systems spacing between g sprinklers is 8 um Cover Plate, which is normally sol- designed to NFPA 13D or NFPA 13R . The maximum spacing be- points, eet dered to the Support Cup at three are given in Table A as a function of (2,4 ) p g points, falls away to expose the Sprin- temperature rating and the maximum tween sprinklers cannot exceed the kler Assembly. At this point the Deflec- allowable coverage areas. The sprin- length of the coverage area (Ref. Ta- tor supported by the Arms drops down kler flow rate is the minimum required ble A) being hydraulically calculated to its operated position. The fusible discharge from each of the total (e.g., maximum 12 feet for a 12 ft. x link of the Sprinkler Assembly is corn- number of "design sprinklers" as 12 ft. coverage area, or 20 feet for a 20 prised of two link halves that are sol- specified in NFPA 13D or NFPA 13R. ft. x 20 ft. coverage area). dered together with a thin layer of sol- der. When the rated temperature is For systems designed to NFPA 13, the Installation reached, the solder melts and the two number of design sprinklers is to be link halves separate allowing the sprin- the four most hydraulically demanding kler to activate and flow water. sprinklers. The minimum required dis- The Series LFII (TY3596) must be in- charge from each of the four sprinklers stalled in accordance with the follow- is to be the greater of the following: ing instructions: Design NOTES ® The flow rates given in Table A for Damage to the fusible Link Assembly Criteria NFPA 13D and 13R as a function of during installation can be avoided by temperature rating and the maxi- handling the sprinkler by the support The Series LFII (TY3596) Residential mum allowable coverage area. cup only(i.e., do not apply pressure to Concealed Pendent Sprinklers are UL ® A minimum discharge of 0.1 gpm/sq. the fusible link Assembly). and C-UL Listed for installation in ac- ft. over the "design area" comprised A leak tight 1/2 inch NPT sprinkler joint cordance with the following criteria. of the four most hydraulically de- should be obtained with a torque of 7 manding sprinklers for the actual to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- TFP442 Page 3 of 4 BODY , SEALING mum of 21 ft.lbs. (28,5 Nm) of torque (1/2"NPT) 1 ASSEMBLY is to be used to install sprinklers. ''/ Higher levels of torque may distort the 1 I" sprinkler inlet with consequent leak- CAP I , • r 1 , �I . SPRINKLER age or impairment of the sprinkler. I �,` '`� ` j WRENCHING Do not attempt to compensate for in- ; I AREA sufficient adjustment in the Cover SADDLE 1 — Plate/Retainer Assembly by under-or ) .471 iover tightening the Sprinkler. Read- \ — ` just the position of the sprinkler fitting SUPPORT %1111Nut CO PRE SION to suit. CUP WITH ; LEVER Step 1. The sprinkler must only be TROLLHREO DSED • installed in the pendent position and i • with the centerline of the sprinkler per- ) � g— pendicular to the mounting surface. GUIDE I I Step 2. Remove the Protective Cap. PIN �. �JiQ ; Step3. With pipe thread sealant a I I SOLDER LINK pip P- ELEMENT pled to the pipe threads, and using GUIDE PIN , the W-Type 18 Wrench shown in Fig- HOUSING , ure 2, install and tighten the Sprink- ler/Support Cup Assembly into the fit- DEFLECTOR ting. The W-Type 18 Wrench will ��l^__ u�r ;`�-, (OPERATED accept a 1/2 inch ratchet drive. DEFLECTOR i i POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY I WRENCH 1 1 RECESS THREAD INTO I I RETAINER SUPPORT CUP I I WITH THREAD �� ,�� UNTIL MOUNTING ) DIMPLES SURFACE IS \ 0 FLUSH WITH ) EJECTION CEILING SPRINGMr �.r PUSH WRENCH ,—i ■ �- IN TO ENSURE �J ` ENGAGEMENT WITH SPRINKLER COVER PLATE/RETAINER WRENCHING AREA SOLDER ASSEMBLY COVER TAB PLATE FIGURE 1' FIGURE 2 SERIES LFII(TY3596)RESIDENTIAL W-TYPE 18 CONCEALED PENDENT SPRINKLER SPRINKLER WRENCH 2-1/2"DIA. SPRINKLER- (63,5 mm) 1/2"(12,7 mm) FACE OF SUPPORT CUP 1/2" THREADED SPRINKLER ASSEMBLY NPT ADJUSTMENT FITTING ` / OPERATED �, �m.., SPRINKLER _ ,II 1-7l8±1/8" COVER — 47 6mm PLATE� 1/8"GAP ±3,2 mm) RETAINER _ (3'2 mm) COVER- SPRINKLER- 718"(22,2 mm) RETAINER SUPPORT CUP MOUNTING 1-1/8"(28,6 mm) ASSEMBLY ASSEMBLY (4,8 3/ mm) SURFACE mm) W. 3-3/16"DIA. DISPOSABLE DEFLECTOR IN (81,0 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 SERIES LFII(TY3596)RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR Page 4 of 4 TFP442 Step 4. Replace the Protective Cap by painted, plated, coated, or otherwise ucts. TFBP shall not be responsible for pushing it upwards until it bottoms out altered after leaving the factory. Modi- sprinkler system design errors or inac- against the Support Cup. The Protec- fied or over heated sprinklers must be curate or incomplete information sup- tive Cap helps prevent damage to the replaced. plied by Buyer or Buyer's repre- Deflector and Guide Pins during ceil- Care must be exercised to avoid dam- sentatives. ing installation and/or during applica- age - before, during, and after instal- In no event shall TFBP be liable, in tion of the finish coating of the ceiling. lation. Sprinklers damaged by drop- contract, tort, strict liability or under It may also be used to locate the center of the clearance hole by gently push- ping, striking, wrench twist/slippage, any other legal theory, for incidental, ing the ceiling material against the or the like, must be replaced. indirect, special or consequential darn- center point of the Cap. The owner is responsible for the in- ages, including but not limited to labor spection, testing, and maintenance of charges, regardless of whether TFBP NOTE their fire protection system and de- was informed about the possibility of As long as the protective Cap remains vices in compliance with this docu- such damages, and in no event shall in place, the system is considered to ment, as well as with the applicable TFBP's liability exceed an amount be "Out Of Service". standards of the National Fire Protec- equal to the sales price. Step 5. After the ceiling has been com- tion Association (e.g., NFPA 25), in The foregoing warranty is made in lieu pleted with the 2-1/2 inch (63 mm) addition to the standards of any other of any and all other warranties, ex- diameter clearance hole and in prepa- authorities having jurisdiction. The in- press or implied, including warranties ration for installing the Cover Plate As- stalling contractor or sprinkler manu- of merchantability and fitness for a sembly, remove and discard the Pro- facturer should be contacted relative particular purpose. tective Cap, and verify that the to any questions. This limited warranty sets forth the ex- Deflector moves up and down freely. NOTE elusive remedy for claims based on If the Sprinkler has been damaged and The owner must assure that the sprin failure of or defect in products, materi the Deflector does not move up and klers are not used for hanging of any als or components, whether the claim down freely, replace the entire Sprin- objects and that the sprinklers are only is made in contract, tort, strict liability or any other legal theory. kler assembly. Do not attempt to mod- cleaned by means of gently dusting ify or repair a damaged sprinkler. with a feather duster; otherwise, non- This warranty will apply to the full ex- Step 6. Screw on the Cover Plate As- operation in the event of a fire or inad- tent permitted by law. The invalidity, in sembly until its flange comes in con vertent operation may result. whole or part, of any portion of this tact with the ceiling. It is recommended that automatic warranty will not affect the remainder. Do not continue to screw on the Cover sprinkler systems be inspected, Plate Assembly such that it lifts a ceil- tested, and maintained by a qualified Ordering ing panel out of its normal position. Inspection Service in accordance with local requirements and/or national Procedure If the Cover Plate Assembly cannot be codes. engaged with the Mounting Cup or the When placing an order, indicate the Cover Plate Assembly cannot be en- full product name. Contact your local gaged sufficiently to contact the ceil- Limited distributor for availability.. ing, the Sprinkler Fitting must be repo- sitioned. Warranty Sprinkler Assembly: Products manufactured by Tyco Fire & Series LFII (TY3596), K=4.9, Residen- Care andBuilding Products (TFBP) are war- tial Concealed Pendent Sprinkler with- ranted solely to the original Buyer for out Cover Plate Assembly, Maintenance ten (10) years against defects in mate- P/N 51-112-1-160. rial and workmanship when paid for Cover Plate Assembly: The Series LFII (TY3596) must be and properly installed and maintained Cover Plate Assembly having a (spec- maintained and serviced in accord- under normal use and service. This ify) finish for the Series LFII (TY3596), ance with the following instructions: warranty will expire ten (10) years K=4.9 Residential Concealed Pen- from date of shipment by TFBP. No dent Sprinkler, P/N (specify). NOTES warranty is given for products or com- Absence of a Cover Plate may delay ponents manufactured by companies Chrome P/N 56-122-9-135 the sprinkler operation in a fire situ- not affiliated by ownership with TFBP Off White P/N 56-122-0-135 ation. or for products and components which Bright White P/N 56-122-4-135 have been subject to misuse, improper Flat White P/N 56-122-5-135 Before closing a fire protection system installation, corrosion, or which have White (RAL9010)* P/N 56-122-3-135 main control valve for maintenance not been installed, maintained, modi- work Custom P/N 56-122-X-135 on the fire protection system fied or repaired in accordance with p ap- *Eastern Hemisphere sales only. which it controls, permission to shut down the affected fire protection sys plicable Standards of the National Fire tern must be obtained from the proper Protection Association, and/or the Sprinkler Wrench: authorities and all personnel who standards of any other Authorities may y Having Jurisdiction. Materials found Specify: W-Type 18 Sprinkler Wrench, be affected by this action must be no- by TFBP to be defective shall be either P/N 56-000-1-265. tified. repaired or replaced, at TFBP's sole Sprinklers which are found to be leak- option. TFBP neither assumes, nor ing or exhibiting visible signs of corro- authorizes any person to assume for it, sion must be replaced. any other obligation in connection with Automatic sprinklers must never be the sale of products or parts of prod TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 a.. i IS URNISHED WIH HE HANGER ANDSTHREE W MINIMUM FASTENER SIZE ACCEPTABLE F BLAZEMASTER 2000 PIPE foC){ REHAU PEX PIPING (/•i lkiy SDR 13.5(ASTM F442) HANGER SPACING r HANGER SPACING REHAU - Single nail NOMINAL SIZE MAX SPACING fin NOMINAL SIZE MAX SPACING fixed Clamp or Inches feet inches (mm) feet (m) another Rehau 1" 32" _'•' •r 3/4" (20.0) 5.5' (1.7) approved clamp 1" (25.0) 6.0' (1.8) CLAMPING RECOMMENDED -`7'. 11` . ati 1-1/4" (32.0) 6.5' (2.0) AT EACH FITTING �4� �0.�;®t-30 ®� i° ,"'��� AFCON MODEL S016 NO-BLOCK 1-1/2 (ao.o) zo' (2.1) O i � �1 S�1 °� a,O�aaNI (50.0) 8.0' (2.4) 10 STRAP TYPE HANGER OR EQUAL HANGER DETAIL *.a3GC\ 1�, '1\1°1 ��'�g p fl 2-1/2" (65.0 9.0' (2.7) REHAU�� 1b NO SCALE I ��, i'.a j� � _ f' S�3F9Ct��4 3" (80.0) 10.0' (3.0) 1_,....„.:: HANGER DETAILSliding I - • ''-! ON 11Wd 1a NO SCALE Sleeve Support ssi.3 p:09 v't:AI 4 vd Cr 4 i %II\ ,,,, v\ig3 12" MAX.TO HEAD * REHAU SPRINKLER PIPING � N�� REHAU TEE REDUCER 0 REHAU SUPPORT OR CLAMP �� . RADIUS LOOP AND BRANCH �. _ DRYWALL / LINES OFF OF LOOP PIPED CENTRAL LFII CONCEALED SPRINKLER WITH REHAU PEX TUBING lb. NOTE:ALL DIMENSIONS SHOWN ARE r, TAKEN PARALLEL TO FLOOR,NOT - \ m �. MEASURED ALONG SLOPE: CENTER Am �o RADIUS OF TWO LOOPS IS TAKEN o 6" © TYPICAL SPRINKLER DETAIL ems` FROM CENTER OF HOME AND IS BEDROOM i&' NO SCALE ALSO MEASURED PARALLEL TO s 1• C./ FLOOR,NOT ALONG SLOPE. \Oet ••• 2h ' \ A \ LIVI z eisit v \z/ P/\\\\\ rt ♦jA1011\ A , 4:D . , / f v.s �'�112"TG SYSTEM— r \ /O //// \ LAUNDRY 1' /*VA %i / " r 6' 9" 13'-T' �VJ t, ` STORE al 4 // / y ■ --11/2"STEEL TO CPVC , �- __ / ■ 'N,r. K . d / - `� i t / �%I% q 7 iREMJ7 AR/Af/ 41 r1l —,12"STEEL TO CEILING - I 1 , \ .i \ /.\ / - / j ,i/ / A iIt - tiHALL wfir.,\ / //41/ I // , N •- in BATE! . («\ /� �/ /.. ; ALL PIPING IN GARAGE,FOYER /A\ ��4 i' j -- - /�/ / /; HALL AND LOOP SUPPLY TO BE 0. \, �-, r�l RUN IN BLAZEMASTER CPVC PIPE UP 1 1/2" //- �W��� % R16'-0" ' 1"TEST a DRAIN - I _Beam -- -.- — _ - PRESSURE GAUGE € �, 'RSEIRKLER ?s,1- t--7--- 0 �. lirO�.,i►, / /�r ® HALL I / / /1 1c�f' N - Flot Ceiling 0 9' mUP11/2" 1tl'rFLOW SWITCH WIREDA N IMP1 1/2" 1 1/2" ` / Cgilkl9 iz'.0//C1:1711" H 21:1 , TO EXTERNAL ALARM BELL /1 J� /� 12 $1oPe // r t /. %/ 3 `�� ATH ,�`\ p / �APPROPRIATE AREA 11/2"AMES 2000B • • _._ _ i -- �p / ^ ,ro/ •:� '+BACKFLOW PREVENTOR� \ A �,'" `l ' " 13'-7" G'-9" CLOSET G-e /,---- .....,a o, o, DINING ROOM ir co STORAGE - ry5tia4° .;�f I 3�?kq Ig Ne li GARAGE PRESSURE GAUGE Mt.' Flat Ceiling \ z:>/ 0 J \ .,_____, Z CA {o `RADIUS LOOP AND BRANCH �j NOTE:ALL DIMENSIONS SHOWN ARE TO RESIDENCE DOMESTIC SUPPLY \ Siemer Mm LINES OFF OF LOOP PIPED '% r minimum tun 9" '' TO WITH REHAU PEX TUBING TAKEN PARALLEL TO FLOOR,NOT - - --) mini u tun ( light Meer N'o MEASURED ALONG SLOPE. CENTER Q e \-7/ RADIUS OF TWO LOOPS IS TAKEN -1 r- yollchCLOSET FROM CENTER OF HOME AND IS I ALSO MEASURED PARALLEL TO 100 5 FLOOR,NOT ALONG SLOPE. 3/4'DRAIN VALVE \ �r FIRST FLOOR SPRINKLER PLAN 2'FROM CITY WATER SUPPLY \ ,,2 c 3HP FIRE )-) ` BOOSTERPUMP.//�� GOULDLCB4-0 (/s / ^ 1 d i i ( otati fee i icN d S ii( i9Ni,•17(r3 3 1 � aT, RISER DETAIL `� 1 NO SCALE •••., 2 t Z-'' .7-.1 - 0 7 r ' REVISIONS NOTES SPRINKLER SYMBOLS Commercial �"^� � Protection Guest SPRINKLER PLAN DATE DESCRIPTION BY All piping to be installed in heated and insulated spaces cult'. 160° 1 11 III Fire If (' 1(.` 1 Dni ° I C House PERMIT NO. • CENTRAL SERIES LF-II RESIDENTIAL CONCEALED PENDENT:OTY= 19 G J * System designed and to be installed in accordance with rfPA 13D. PO BOX 128 160 F, K-4.9, WHITE COVER PLATE Sprinkler coverage max. 16'x16'. ( coNTRAcrrlo. tao HYDRAULIC CALC. PIPE NODES(SEE HYD CALCS) 1 APPROVAL IIIII V 17199 BENNETT ROAD 4114 R Avenue O HYDRAULIC CALC. SPRINKLER NODES \ DRAWN J.HUFF WPM OEN,RAL MOUNT VERNON, WA 98273 Anacortes, WA 98221 SOALE NOTED (360) 848-9093 DATE sP 1 of72 DEVISED SHEET r _ - PLOTTED l HARDENEDF DING HEXWITH THE ANGERANDIS EW r \ r IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE / BLAZEMASTER 2000 PIPE fDY REHAU PEX PIPING lot ® SDR 13.5(ASTM F442) HANGER SPACING �I HANGER SPACING REHAU - Single nail NOMINAL SIZE MAX SPACING =11/2 TO SYSTEM— NOMINAL SIZE MAX SPACING fixed clamp or another Rehau inchesfeet ; i� inches (mm) feet (m) 1" 32" um / I.- 3/4" (20.0) 5.5' (1.7) approved clamp CLAMPING RECOMMENDED . —I1/2"STEEL TOCPVC t" (25.0) 6.0' (1.6) AT EACH FITTINGPP 1-1/4" (32.0) 6.5' (2.0) r AFCON MODEL S016 NO-BLOCK 1-1/2" (ao.o) 7.0 (21) O 1 —1 1/2"STEEL TO CEILING (50.0) s.0' (2.4) �� HANGER DETAIL t Ea RESIDENCE STRAP TYPE HANGER OR EQUAL 2-1/2" (ss.o) 9.0' (z.Z) 1 b NO SCALE 3" (80.0) 10.0' (3.0) REHAU - Sliding '�- -2 I HANGER DETAIL is HANGER SCALE Sleeve Support _ JR / ` 1'TEST ADRAIN \ J/ PRESSURE GAUGE E FLOW SWITCH WIRED TO EXTERNAL ALARM BELL 1 _ I to 1"DRAIN TO 1 \ APPROPRIATE AREA 11/2"AMES 2000E BACKFLOW PREVENTOR----, SKI \ 12" MAX.TO HEAD O REHAU SPRINKLER PIPING PRESSURE GAUGE� 2"x 900'WATER SUPPLY TO r� REHAU TEE REDUCER O REHAU SUPPORT OR CLAMP FOLLOW DRIVE FROM HADDON RD dL Ii _n[__ DRYWALL CENTRAL LFII CONCEALED SPRINKLER TO RESICENCE DOMESTIC SUPPLY \ Stotler rvllh minimum power-on run - -J ' timer, & O JTYPICAL SPRINKLER DETAIL //J//// 9h1aHDA 2 sw lch. NO SCALE 9/4'DRAIN VALVE \ 2'FROM CITY WATER SUPPLY \ \ 31 iP FIRE BOOcTER PUMP. -S �� GOUT D LCB-1-G \I/\!C' .47/ / Er/ MUNICIPAL WATER SUPPLY � l - HADDON ROAD — ,,/ RISER DETAIL 1"=100' 1. / ID NO SCALE N sapellippoot \N.__ ...) (Ph"' CEILING @ PEAK _ INSULATION OVER9'-6") •. -..:_��`�-��� SPRINKLER PIPING — — — - A .• *1►1►1.1•��t - I�I4I4/441 a,-. „'- _ TYPICAL TYP,SPRINKLER TYP.SPRINKLER lid Alipl� ''�1r a1 /lll�l�l6l4l�hlgjl '"�1►1�1i1' I irr (ELEV.CEILING o jOP OF WALL ,�1111�1�1,1'1'1'1 TYP.SPRINKLER - - TYP.SPRINKLER PIPING iiE CEILING @ ENTRY HALL y ( ( ice= SZ� (ELEV. 11'-01 de "sta.,. I 1 — — — — — CEILING @ GARAGE TYP.SPRINKLER TYP.SPRINKLER PIPING ( ((J /a /A (ELEV.8'-9� TYP.SPRINKLER TYP.SPRINKLER PIPING TYP.SPRINKLER 1 2 TOP OF FLOOR (ELEV.3'-10") 1 _ — SYSTEM RISER - N. �jc�Suz suIsocso iSutZSu0u0UZ Sutl GARAGE FINISHED FLOOR 111. (ELEV.0'-0") 4 i r � SUPPLY FROM MUNICIPAL WATER \ ( BUILDING SECTION A-A 1/4"=1'-0" 1 REVISIONS NOTES SPRINKLER SYMBOLS Protectionre SPRINKLER PLAN DATE DESCRIPTION SY * All i in to be installed in heated and insulated spaces only. 0mmerciaI I 2 I iDa n I e I S Guest I-I O u S e piping 9 • CENTRAL SERIES LF-II RESIDENTIAL CONCEALED PENDENT: QTY = 19 PO BOX 128 PERMIT NO. * System designed and to be installed in accordance with NFPA 13D. 160° F, K-as, WHITE COVER PLATE CONTRACT * Sprinkler coverage max, 16'x16'. ® 17199 BEN N ETT ROAD 41 14 R, Avenue APPROVAL NO. 11 HYDRAULIC CALC. PIPE NODES (SEE HYD CALCS) DRAWN J.HUFF O HYDRAULIC CALC. SPRINKLER NODES N cEN RA; MOUNT VERNON , WA 98273 Anacortes, WA 98221 SCALE NOTED R /� DATE 12-19-07 (360) 848-9093 REVISED SHEET 2 of i•�• PLOTTED