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HomeMy WebLinkAboutPP - 12202 45TH AVE S - RONDOS RESIDENCE - PERMITS AND PLANS12202 45TH AVE S ASSOCIATED PERMITS 14-5-025 SITE LOCATION Site Address: Tenant Name: Zing CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Jzzo2 `/54.14-S. SA" TLoNcoS PAID Fp ?�014 ;z— TUKWILA FIRE King Co. Assessor's Tax No.: 017900 '04 is Suite Number: Floor: Property Owner's Name: SAWN 1201J0 CI S Mailing Address: /OS M (o 'tZ sd Ave -St.) CONTACT PERSON -if there are questions about the submittal. New Tenant? (I.- Yes ❑ - No nus City wk Wri State Zip Name: ,an c, Day Telephone: 2I5 - 853- 7780 Company Name: �f'Rt►JX Aff-er f rtmw IAC . Mailing Address: Z701 —JAW AVE w! W • H'Z- Git o- t)/t• 92933.5"�^ City State Zi E-mail Address: (1jwr►@ $Pr.A3Lt1'rc . Gomm" Fax Number: 2S3g53- 55. So Total number of new/relocated devices or sprinkler heads: 18 1N' Valuation of Project (contractor's bid price): $ 51'710 (• e Scope of Work (please provide detailed information): /'V r?l L- NAPA 3 . Ass/ye-pm-4e -4e S YS�s ,yew Sft1/i �4•.�i/ fie . Litrkt / ats€e.._ e.,c/ /1 s,p n>Ue-- PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print Name: Day Telephone: Plan Permit App.doc 1/2/13 TFD FP Form 8 r A Fire Sprinkler Corporation 2709 Jahn Ave NW # H-2 Gig Harbor, WA 98335 Phone 253.853.7780 Fax 253.853.5890 WWW.SPRINXFIRE.COM SPRIN Hp: 'meow_ 1� A Fire Sprinkler Corporation Fire Protection Sprinkler System Hydraulic Calculations, Material Submittals Operation & Maintenance Manuals Rondos Residence 12202 45th Ave. S. Tukwila, WA 98178 EMERGENCY INFORMATION IN THE CASE OF FIRE AND\OR FLOODING DIAL 911 IMMEDIATELY MAINTENANCE AND INSPECTION OFFICE: (253) 853-7780 FAX: (253) 853-5890 AFTER HOURS: (253) 606-5708 INDEX • HYDRAULIC CALCULATIONS • HEADS 1. TYCO LFII RESIDENTIAL CONCEALED PENDENT 2. TYCO LFII RESIDENTIAL DRY SIDEWALL • DEVICES 3. FPPI 300 PSI SPRINKLER GAUGE 4. WATTS FULL FLOW BALL VALVE • PIPE, FITTINGS & HANGER 5. TYCO BLAZEMASTER CPVC PIPE AND FITTINGS 6. TOLCO CPVC HANGERS SUPPLIER INFORMATION HD SUPPLY, Seattle, WA Ph# (206) 722-9475 _ Fire Protection by Computer Design SPRINX FIRE PROTECTION INC. PMB42 5114 Pt. Fosdick Dr. NW #E Gig Harbor, WA 98335 253-853-7780 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Joseph G. Faulkner 9491 -0699 -CEG Level3 Sprinx Fire Protection, Inc. SPR NFP011 as Job Name Drawing Location Remote Area Contract Data File : RONDOS RESIDENCE REMOTE AREA 1 : Master Bedroom : 12202 45th Ave. S, Tukwila, WA 98178 : Remote Area 1 : 21167 : Rondos Residence.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C E�cpirec C 12/31/14 A SPRINX FIRE PROTECTION INC. Page 1 RONDOS RESIDENCE REMOTE AREA 1 Date 01/16/2014 HYDRAULIC DESIGN INFORMATION SHEET Name - RONDOS RESIDENCE Date - 01/16/2014 Location - 12202 45th Ave. S, Tukwila, WA 98178 Building - Master Bedroom System No. - Remote Area 1 Contractor - Sprinx Fire Protection Contract No. - 21167 Calculated By - Ryan Petty Drawing No. - FP -2.0 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 9'-0" OCCUPANCY - Single Family Residence NFPA13D S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date Listed Flow at Start Point - Listed Pres. at Start Point - MAXIMUM LISTED SPACING 16' Domestic Flow Added - Additional Flow Added - Elevation at Highest Outlet - Note: 13 Gpm 7 Psi x 16' 0 Gpm 0 Gpm 18'-0"Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make Tyco Model LFII Size 1/2" K -Factor 4.9 Temperature Rating 160 Deg. F Calculation Gpm Required 26.50 Summary C -Factor Used: W A T E R S Psi Required 23.45 At Test Overhead 150 Underground 150 Water Flow Test: Date of Test - 01/15/2014 Time of Test Static (Psi) - 150 Residual (Psi) - 20 Flow (Gpm) - 8000 Elevation - Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P P L Y Location: 8" Main in 45th Ave. S, between 10" Main in 122nd and 12" Main in 124th Source of Information: Mike Cusick, Tukwila Water and Sewer Engineer Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Water Supply Curve C co o " A N o N N vrinN zCA RI y ^E 0�-0N cu.d c0 c2EEEE.rn mco W cn cn CO Z. 01 01 OM cp ca00010Li) E N 0 O 0 0 0 CO N CO NCO CA Q.TO Ts •-• U) CO CO .a) a) une N . I I (C00 0 N V esi C 0 M N 10 V' 0 N 000 0 0 0 0 0Ct) N 0 a CC w (i) cn w O O O co O O O Flow Diagram SPRINX FIRE PROTECTION INC. Page 3 RONDOS RESIDENCE REMOTE AREA 1 Date 01/16/2014 13 DP04- EQ01 13 DP02- EQ02 13 13.3 12.8 11.7 26.5 26.5 1 F 2 -> 3 4- 4 4- 5 t- 6 (- 7 E- 8 F TOPE BOA- MTRF TEST 0.2 13.3 11.7 26.5 26.5 14.8 1.1 8 -*9 -►10 ->6 1.1 0.4 13.2 5 4-11 4-12 ->2 0.4 13.7 12 e- 9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rittings usea summary ii k � 0 0zw I= • w LLI Z Lu CL ww C� • m Z a_• 0 co cc A CO Co 1 0 co co Co n 000 000 000 000 000 000 000 000 000 000 000 000 ��N '-(NJ § —0 §--- 7 mCOC 0 c0 CD ƒ 7N. U1- a) N- ®- i Units Summary 0 mf a2w O MCr E 12 @: @ Q m a 5 �ca4-,o • ■c-0- > p Z: • > • 0.0 12 0. �e0 0 �1. c/_c.§2$ E / g12 2 • ° ° as = \ (1) Cu ak2� c -■■3.c £ § ' 0 � k 22 IL) •E. . co cu C C 0.0 as co :f@ 0C 0-22&§ ■-ca / - 05CNI k " § Cu £22§- -cc u2Cu2U) mac_■= %a_/>a ■o@m- � § � E ¢ % �k�c� U ( o Li. �\'-a.�o o cr 2u%U)@R Flow Summary - NFPA 2007 • SPRINX FIRE PROTECTION INC. RONDOS RESIDENCE REMOTE AREA 1 Page 5 Date 01/16/2014 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 80.0 20 8000.0 79.998 26.5 34.774 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes DP01 18.5 EQ01 18.0 DP02 18.5 EQ02 18.0 1 18.0 2 18.0 3 18.0 4 18.0 5 18.0 6 9.0 ' 7 9.0 8 9.0 TOR 9.0 BOR 1.0 MTR 0.0 TEST 0.0 9 9.0 10 9.0 11 18.0 12 18.0 4.9 7.04 13.0 7.49 4.9 7.04 13.0 7.42 4.75 7.49 13.0 K=K @ EQ01 8.01 4.77 8.01 13.5 K=K @ EQ02 9.33 9.62 13.93 14.76 15.1 16.07 23.45 29.15 34.77 13.99 13.97 9.62 9.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 ' SPRINX FIRE PROTECTION INC. Page 6 RONDOS RESIDENCE REMOTE AREA 1 Date 01/16/2014 - Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** DP01 18.500 4.90 13.00 1 1N 7.0 0.500 150 7.039 to 0.0 7.000 0.217 EQ01 18 13.0 1.101 0.0 7.500 0.0307 0.230 Vel = 4.38 0.0 EQ01 13.00 7.486 K Factor = 4.75 DP02 18.500 4.90 13.00 1 10 5.0 0.500 150 7.039 to 0.0 5.000 0.217 EQ02 18 13.0 1.101 0.0 5.500 0.0305 0.168 Vel = 4.38 0.0 EQ02 13.00 7.424 K Factor = 4.77 1 18 4.75 13.00 1 10 5.0 12.000 150 7.486 K = K @ EQ01 to 0.0 5.000 0.0 2 18 13.0 1.101 0.0 17.000 0.0306 0.521 Vel = 4.38 2 18 -13.22 1 1N 7.0 10.500 150 8.007 to 1R 1.0 8.000 0.0 3 18 -0.22 1.101 0.0 18.500 0 0.0 Vel = 0.07 3 18 4.77 13.50 1 2N 14.0 20.500 150 8.007 K = K @ EQ02 to 2R 2.0 21.000 0.0 4 18 13.28 1.101 10 5.0 41.500 0.0319 1.323 Vel = 4.48 4 18 0.0 1 10 5.0 4.000 150 9.330 to 0.0 5.000 0.0 5 18 13.28 1.101 0.0 9.000 0.0320 0.288 Vel = 4.48 5 18 -0.44 1 10 5.0 9.000 150 9.618 to 0.0 5.000 3.898 6 9 12.84 1.101 0.0 14.000 0.0299 0.419 Vel = 4.33 6 9 -1.13 1 2R 2.0 18.500 150 13.935 to 1N 7.0 14.000 0.0 7 9 11.71 1.101 10 5.0 32.500 0.0253 0.822 Vel = 3.95 7 9 0.0 1 1R 1.0 7.500 150 14.757 to 10 5.0 6.000 0.0 8 9 11.71 1.101 0.0 13.500 0.0253 0.341 Vel = 3.95 8 9 14.79 1 1N 7.0 1.500 150 15.098 to 0.0 7.000 0.0 TOR 9 26.5 1.101 0.0 8.500 0.1146 0.974 Vel = 8.93 TOR 9 0.0 1.25 2N 16.0 8.000 150 16.072 to 1 Fsp 0.0 16.000 6.465 * * Fixed Loss = 3 BOR 1 26.5 1.38 0.0 24.000 0.0381 0.914 Vel = 5.68 BOR 1 0.0 1.25 0.0 50.000 150 23.451 to 0.0 0.0 3.433 * * Fixed Loss = 3 MTR 0 26.5 1.332 0.0 50.000 0.0453 2.265 Vel = 6.10 MTR 0 0.0 1 0.0 30.000 150 29.149 to 0.0 0.0 0.0 TEST 0 26.5 0.995 0.0 30.000 0.1875 5.625 Vel = 10.93 0.0 TEST 26.50 34.774 K Factor = 4.49 8 9 -14.79 1 2N 14.0 7.500 150 15.098 to 2R 2.0 21.000 0.0 9 9 -14.79 1.101 10 5.0 28.500 -0.0389 -1.109 Vel = 4.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 • SPRINX FIRE PROTECTION INC. Page 7 RONDOS RESIDENCE REMOTE AREA 1 Date 01/16/2014 • Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** 9 9 13.66 1 4N 28.0 23.500 150 13.989 to 1R 1.0 34.000 0.0 10 9 -1.13 1.101 10 5.0 57.500 -0.0003 -0.019 Vel = 0.38 10 9 0.0 1 3R 3.0 48.000 150 13.970 to 7N 49.0 57.000 0.0 6 9 -1.13 1.101 10 5.0 105.000 -0.0003 -0.035 Vel = 0.38 0.0 6 -1.13 13.935 K Factor = -0.30 5 18 0.44 1 1R 1.0 4.000 150 9.618 to 0.0 1.000 0.0 11 18 0.44 1.101 0.0 5.000 0 0.0 Vel = 0.15 11 18 0.0 1 2N 14.0 19.500 150 9.618 to 20 10.0 24.000 0.0 12 18 0.44 1.101 0.0 43.500 0 0.002 Vel = 0.15 12 18 -13.66 1 3R 3.0 20.000 150 9.620 to 4N 28.0 31.000 0.0 2 18 -13.22 1.101 0.0 51.000 -0.0316 -1.613 Vel = 4.45 0.0 2 -13.22 8.007 K Factor = -4.67 - 12 18 13.66 1 10 5.0 9.000 150 9.620 to 0.0 5.000 3.898 9 9 13.66 1.101 0.0 14.000 0.0336 0.471 Vel = 4.60 9 0.0 13.66 13.989 K Factor = 3.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design SPRINX FIRE PROTECTION INC. PM B42 5114 Pt. Fosdick Dr. NW #E Gig Harbor, WA 98335 253-853-7780 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Joseph G. Faulkner 9491 -0699 -CEG Level 3 Sprinx Fire Protection, Inc. SPRINFP011 S . I S c Expire. 12131114 d a a as Job Name Drawing Location Remote Area Contract Data File : RONDOS RESIDENCE REMOTE AREA 2 : Bedroom 2 : 12202 45th Ave. S, Tukwila, WA 98178 : Remote Area 2 : 21167 : Rondos Residence.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SPRINX FIRE PROTECTION INC. Page 1 RONDOS RESIDENCE REMOTE AREA 2 Date 01/16/2014 HYDRAULIC DESIGN INFORMATION SHEET Name - RONDOS RESIDENCE Date - 01/16/2014 Location - 12202 45th Ave. S, Tukwila, WA 98178 Building - Bedroom 2 System No. - Remote Area 2 Contractor - Sprinx Fire Protection Contract No. - 21167 Calculated By - Ryan Petty Drawing No. - FP -2.0 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 9'-0" OCCUPANCY - Single Family Residence NFPA13D S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date Listed Flow at Start Point - Listed Pres. at Start Point - MAXIMUM LISTED SPACING 18' Domestic Flow Added - Additional Flow Added - Elevation at Highest Outlet - Note: 17 Gpm System Type 12 Psi (X) Wet ( ) Dry x 18' ( ) Deluge ( ) PreAction 0 Gpm Sprinkler or Nozzle 0 Gpm Make Tyco Model LFII 18'-0"Feet Size 1/2" K -Factor 4.9 Temperature Rating 160 Deg. F Calculation Gpm Required 17.00 Summary C -Factor Used: Psi Required 25.08 At BOR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - 01/15/2014 T Time of Test E Static (Psi) - 150(PRV80) R Residual (Psi) - 20 Flow (Gpm) - 8000 S Elevation - Pump Data: Rated Cap. @ Psi Elev. Other Well Proof Flow Gpm Tank or Reservoir: Cap. Elev. P P L Y Location: PRV Installed to reduce pressure to 80 psi 8" Main in 45th Ave. S, between 10" Main in 122nd and 12" Main in 124th Source of Information: Mike Cusick, Tukwila Water and Sewer Engineer Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvater 5upply curve C W .a UW Z_ I- ZO 0 U w W W r- z OZ CeW dceU) W W • co ZOO a Ort CO n rn n n °. n n Z:7) r M 0 %n 00 -a C NE cu.O.c0c O CO E moto' a) CD a� 02 W- cnv)COZ. 441 I 1 m 1 ,Fi `'l -NN OM CO m000200) E N 0 0 0 0 CO N CO ID_ N3 y • d O fa. LL a coco U)v.- ON L..coCt� I I I �00 0 U N C± O O O co tf0) 0 d' 0 0 0 N0 0 CO00 0 0 0 00) 0 N CL W W U) U) D CeW O 0? O O O 0 O M O O 0 N O O O Flow Diagram SPRINX FIRE PROTECTION INC. Page 3 RONDOS RESIDENCE REMOTE AREA 2 Date 01/16/2014 17 DPO4-- EQ01 17 9.2 7.8 17 17 13 E- 11 F 5 4-- 6 F 7 4- 8 F TOR- BOR- MTA- TEST 11.5 7.8 17 17 9.2 1.4 8 -a 9 4 10 -4 6 I 1.4 I 7.8 5.54. 2.3 2.3 11 F 12 -► 2 -► 3 -i 4 -► 5 T C 2.3 2.3 I 5.51 7.8 I 7.81 12 <-9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ▪ z z• w ce �w R0 ow Cw k &• w � m ZO a ▪ 0 rittings usea summary 0 m Co # 0 CO co Co n cNi 000 000 000 000 000 000 000 000 000 000 000 000 cc £zoa Units Summary ■ t c 3 § kdi o k co g2 ■ U c 5. u_ 0 _ @ R R ■' g o2c� E I > 112; § Q _ V -D 0cs�o =• ■cV— > /§/L \ �o >0- a>a 0) 12 zCe0U)0 c 0.c as 4= 4. f $ E� c -- � /- e=\ 2 E J k CNJ k c�cCo-c CO 3 CO 0 .-(13oE■-o § o. ▪ §G-0 0 o L10221 6 N a; Q o 0 7 V two Co -•I— � �§k2 ©g- 49 g 2 cssE C2©ate ■ o c E2I-2& • CL) C/ 2%.�■ • C 2 J a._c 10 o Flow Summary - NFPA 2007 SPRINX FIRE PROTECTION INC. Page 5 RONDOS RESIDENCE REMOTE AREA 2 Date 01/16/2014 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 80.0 20 8000.0 79.999 17.0 31.977 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes DP01 18.5 4.9 12.04 17.0 EQ01 18.0 12.63 13 18.0 4.78 12.63 17.0 K=K @ EQ01 11 18.0 12.98 5 18.0 13.11 6 9.0 17.23 7 9.0 17.62 8 9.0 17.78 TOR 9.0 18.21 BOR 1.0 25.07 MTR 0.0 29.5 TEST 0.0 31.98 9 9.0 17.32 10 9.0 17.29 12 18.0 13.25 2 18.0 13.19 3 18.0 13.17 4 18.0 13.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 SPRINX FIRE PROTECTION INC. Page 6 RONDOS RESIDENCE REMOTE AREA 2 Date 01/16/2014 - Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes DP01 18.500 4.90 17.00 1 1N 7.0 0.500 150 12.036 to 0.0 7.000 0.217 EQ01 18 17.0 1.101 0.0 7.500 0.0503 0.377 Vel = 5.73 0.0 EQ01 17.00 12.630 K Factor = 4.78 13 18 4.78 17.00 1 10 5.0 2.000 150 12.630 K = K © EQ01 to 0.0 5.000 0.0 11 18 17.0 1.101 0.0 7.000 0.0504 0.353 Vel = 5.73 11 18 -5.48 1 1R 1.0 4.000 150 12.983 to 0.0 1.000 0.0 5 18 11.52 1.101 0.0 5.000 0.0244 0.122 Vel = 3.88 5 18 -2.29 1 10 5.0 9.000 150 13.105 to 0.0 5.000 3.898 6 9 9.23 1.101 0.0 14.000 0.0163 0.228 Vel = 3.11 6 9 -1.44 1 2R 2.0 18.500 150 17.231 to 1N 7.0 14.000 0.0 7 9 7.79 1.101 10 5.0 32.500 0.0119 0.387 Vel = 2.63 7 9 0.0 1 1R 1.0 7.500 150 17.618 to 10 5.0 6.000 0.0 8 9 7.79 1.101 0.0 13.500 0.0119 0.160 Vel = 2.63 8 9 9.21 1 1N 7.0 1.500 150 17.778 to 0.0 7.000 0.0 TOR 9 17.0 1.101 0.0 8.500 0.0504 0.428 Vel = 5.73 TOR 9 0.0 1.25 2N 16.0 8.000 150 18.206 to 1 Fsp 0.0 16.000 6.465 * * Fixed Loss = 3 BOR 1 17.0 1.38 0.0 24.000 0.0168 0.403 Vel = 3.65 BOR 1 0.0 1.25 0.0 50.000 150 25.074 to 0.0 0.0 3.433 * * Fixed Loss = 3 MTR 0 17.0 1.332 0.0 50.000 0.0199 0.996 Vel = 3.91 MTR 0 0.0 1 0.0 30.000 150 29.503 to 0.0 0.0 0.0 TEST 0 17.0 0.995 0.0 30.000 0.0825 2.474 Vel = 7.01 0.0 TEST 17.00 31.977 K Factor = 3.01 8 9 -9.21 1 2N 14.0 7.500 150 17.778 to 2R 2.0 21.000 0.0 9 9 -9.21 1.101 10 5.0 28.500 -0.0162 -0.462 Vel = 3.10 9 9 7.77 1 4N 28.0 23.500 150 17.316 to 1R 1.0 34.000 0.0 10 9 -1.44 1.101 10 5.0 57.500 -0.0005 -0.030 Vel = 0.49 10 9 0.0 1 3R 3.0 48.000 150 17.286 to 7N 49.0 57.000 0.0 • 6 9 -1.44 1.101 10 5.0 105.000 -0.0005 -0.055 Vel = 0.49 0.0 6 -1.44 17.231 K Factor = -0.35 11 18 5.48 1 2N 14.0 19.500 150 12.983 to 20 10.0 24.000 0.0 12 18 5.48 1.101 0.0 43.500 0.0062 0.270 Vel = 1.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 SPRINX FIRE PROTECTION INC. Page 7 RONDOS RESIDENCE REMOTE AREA 2 Date 01/16/2014 • Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** 12 18 -7.76 1 3R 3.0 20.000 150 13.253 to 4N 28.0 31.000 0.0 2 18 -2.28 1.101 0.0 51.000 -0.0012 -0.063 Vel = 0.77 2 18 0.0 1 1N 7.0 10.500 150 13.190 to 1R 1.0 8.000 0.0 3 18 -2.28 1.101 0.0 18.500 -0.0012 -0.022 Vel = 0.77 3 18 0.0 1 2N 14.0 20.500 150 13.168 to 2R 2.0 21.000 0.0 4 18 -2.28 1.101 10 5.0 41.500 -0.0013 -0.052 Vel = 0.77 4 18 0.0 1 10 5.0 4.000 150 13.116 to 0.0 5.000 0.0 5 18 -2.28 1.101 0.0 9.000 -0.0012 -0.011 Vel = 0.77 0.0 5 -2.28 13.105 K Factor = -0.63 12 18 7.77 1 10 5.0 9.000 150 13.253 to 0.0 5.000 3.898 9 9 7.77 1.101 0.0 14.000 0.0118 0.165 Vel = 2.62 9 0.0 7.77 17.316 K Factor = 1.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 sal IT i _Techiliosll ea gle f mgt.. VICINTIY MAP ' fnerican Medira IIesp nse SITE SUPPLY MAP R-30 BLOWN -IN INSULATION OVER BATT. INSULATION TENTING. BATT. INSULATION TENTING OVER CPVC PIPING WOOD TRUSS FIRE SPRINKLER I\SULATIO\ DETAIL CPVC INSUL SECURE AGAINST UPWARD MOVEMENT ASTM F442 CPVC BRANCHLINE * FLOOR CEILING FIRE SPRINKLER \I FLOOR JOISTS SPRINKLER PIPING DETAIL ACCEPTED Without Comments As Noted in Red O Per The Attached Letter ?ae pians have been reviewed by The Tukwila Fire "•-'ention Bureau for conformance'with current -City .:dards. Acceptance is subject to errors and c,. /1lssions which do not authorize violations of 'adopted :; ndards and ordinances. The responsibility for the <:. equacy of design rests totally with the designer. '•editions, deletions or revisions to these drawings after -his-date; will void this acceptance and: will require a.. r' submittal of revised drawings for subsequent approval. ,nal acceptance is subject toffield test and inspection by .1e Tukwila Fire Prevention Bureau. , ate: r)-' l r--(`-1 By: 2 ,1) 1-11tb rett;t,tA �t3vci' l4-041- V`Et�i�v„''^''• Ito kes I i i I OW iu•3qhVi C .e ec.4.Z Le /1, TUKWILA tE DEPPA cal! 206-575-4407 ord pet th1,1 Fire Permit atui exact..:.ackiress for shut- down ar reStOralOn ®' a Vak 14'-0" 8' C" 0 O C Dishwasher DPN 1" Air Gap Vaul ted Kitchen Vaulted Dining SIN i 0 Vaulted Living Room 5- 1r Nook 1" Pc 1, Vault Ends Here 1O'-3" In c 4x4 Post (P1) ix i1 -0i 1//mss' T / / / / / /-/ U 1/8" x 11 LVL/(B3) Upset N 20 min Fire Rated Door w/ Self Closing Hinges Self Latching 5'-0" mily Room 1" BOR cP + D 6\6) FIRE SPRINKLER RISER LOCATION 2 Car Garage 8'-0" (Type X) and Taped 5 1, ti ' . 2/ (aLr' (B2) 6x8 Post (P2) / / / /5/1,/8/ X )22 PLP (B2) 24x30 Attic Access GLB (B1) MAIN FLOOR FIRE PROTECTION PLAN 2-1/2" DIA. (63,5 mm) 1/2" 1/2" (12,7 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING 1 1-7/8"±1/8" - (47,6 mm ±U,2 mm) SPRINKLER - SUPPORT CUP ASSEMBLY OPERATED SPRINKLER COVER- SPRINKLER - RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-3/16" DIA. (81,0 mm) 3/16" (4,8 mm) MOUNTING SURFACE TIP COVER PLATE RETAINER 7/8" (22,2 mm) 1-1/8" (28,6 mm) DISPOSABLE DEFLECTOR IN PROTECTIVE CAP OPERATED POSITION TYCO LFII RESIDENTIAL CONCEALED PENDENT --r- � r ---a---4 1 ▪ 4-s ORDER LENGTHS: 2-1/2" to 48" (63,5 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS FACE OF 1-3/4" DIA. SPRINKLER (44,5 mm) FITTING r y\ t. 1• - -I SPRINKLER FITTING -! (REFER TO DESIGN CRITERIA SECTION) 4"± 1/8" T(101,6 ± 3,2 mm) FACE OF MOUNTING SURFACE CENTERLINE OF WATERWAY 3" DIA. (76,2 mm) 7/16" (11,1 mm) TYCO LFII RESIDENTIAL DRY SIDEWALL MOUNTING SURFACE CLOSURE DEFOP-OF- LECTOR IIh 1\ TY2334 111 ■ MOUNTING PLATE END -OF - DEFLECTOR BOSS 1-1/4" (31,8 mm) 1" (25,4 mm) 7/16±1/8" (11,1±3,2 mm) FACE OF SPRINKLER FITTING C.P.V.0 OFFSET HANGER W/ HEX HEAD WOOD SCREW 3/4" - 2" PIPE SIZE m ml!= TOCLO FIG 29 DOU3LE OFFSET CPVC HA\GER Section A -A NOTE TO INSTALLER 1. TJI (TRUSS JOIST) 2. SPRINKLER CPVC PIPE 3. 2" HOLE MAX. (DRILLED MINIMUM DISTANCE OF 1'-6" FROM BEARING POINT.) 4. ALL CPVC PIPE DOWN 3Y2'' FROM DECK. 19 Pipe size at maximum hanger spacing: 4" 2-7/8 DIA. (73,0 mm) 2-1/4' DIA. (57,2 mm) 1/8" (3,2 mm) 1/2" (12,7 mm) 1/4" (6,4 mm) TYCO LFII RESIDENTIAL SIDEWALL Notes: 1) System Type: Wet- CPVC PASSIVE PURGE 2) All material shall be new and U.L. listed or F.M. approved 3) Fire sprinkler system to be installed, braced and tested in accordance with N.F.P.A. 13D(2013) 4) In localities subject to freezing conditions, it is the owners responsibility to provide heat throughout the wet pipe sprinkler system areas and in enclosures for valves controllng water supplies to sprinkler systems 5) Pipe and fittings to be CPVC "BLAZEMASTER" 6) Hangers to be TOLCO #28 or #29 7) Hangers spacing: Maximum distance between hangers for CPVC pipe 3/4" 1" 1 1/4" 1 1/2" 2" 51-6" 6'-0" 6'-6" 7'-0" 8'-0" 8) Locate a hanger within -6" of each sprinkler head 9) Sprinkler system designed per N.F.P.A. 13D(2013) Note:Minimum Cure Prior To Pressure Testing (200 PSI) 1 "-CPVC-PIPE Ambient Temperature During Cure Period a a n- o a -CONNECTION U ,- 40 TO 59 Deg. F I3A 2" THREAD 3/4" __ OUTLET . SUPPLY IN WALL. PLUMBER TO MAKE FINAL TO TOILET ONLY. i * DO NOT CROSS CONNECT TO ANY OTHER COLD WATER APPLIANCE. 1" SPRINX FIRE -PLUG & HYDROSTATIC TEST PRIOR TO PLUMBER'S CONNECTION. 45 MINUTES 1 1/2 HOURS 24 HOURS 1 1/4" & 1 1/2" 1 1/2 HOURS �- t 120 HOURS 2" SIDE1 - TYCO (TY2334) LFII RESIDENTIAL SIDEWALL, 4.4K, 155 DEG F ACCEPTED Without Comments As Noted in Red O Per The Attached Letter ?ae pians have been reviewed by The Tukwila Fire "•-'ention Bureau for conformance'with current -City .:dards. Acceptance is subject to errors and c,. /1lssions which do not authorize violations of 'adopted :; ndards and ordinances. The responsibility for the <:. equacy of design rests totally with the designer. '•editions, deletions or revisions to these drawings after -his-date; will void this acceptance and: will require a.. r' submittal of revised drawings for subsequent approval. ,nal acceptance is subject toffield test and inspection by .1e Tukwila Fire Prevention Bureau. , ate: r)-' l r--(`-1 By: 2 ,1) 1-11tb rett;t,tA �t3vci' l4-041- V`Et�i�v„''^''• Ito kes I i i I OW iu•3qhVi C .e ec.4.Z Le /1, TUKWILA tE DEPPA cal! 206-575-4407 ord pet th1,1 Fire Permit atui exact..:.ackiress for shut- down ar reStOralOn ®' a Vak 14'-0" 8' C" 0 O C Dishwasher DPN 1" Air Gap Vaul ted Kitchen Vaulted Dining SIN i 0 Vaulted Living Room 5- 1r Nook 1" Pc 1, Vault Ends Here 1O'-3" In c 4x4 Post (P1) ix i1 -0i 1//mss' T / / / / / /-/ U 1/8" x 11 LVL/(B3) Upset N 20 min Fire Rated Door w/ Self Closing Hinges Self Latching 5'-0" mily Room 1" BOR cP + D 6\6) FIRE SPRINKLER RISER LOCATION 2 Car Garage 8'-0" (Type X) and Taped 5 1, ti ' . 2/ (aLr' (B2) 6x8 Post (P2) / / / /5/1,/8/ X )22 PLP (B2) 24x30 Attic Access GLB (B1) MAIN FLOOR FIRE PROTECTION PLAN 2-1/2" DIA. (63,5 mm) 1/2" 1/2" (12,7 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING 1 1-7/8"±1/8" - (47,6 mm ±U,2 mm) SPRINKLER - SUPPORT CUP ASSEMBLY OPERATED SPRINKLER COVER- SPRINKLER - RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY 3-3/16" DIA. (81,0 mm) 3/16" (4,8 mm) MOUNTING SURFACE TIP COVER PLATE RETAINER 7/8" (22,2 mm) 1-1/8" (28,6 mm) DISPOSABLE DEFLECTOR IN PROTECTIVE CAP OPERATED POSITION TYCO LFII RESIDENTIAL CONCEALED PENDENT --r- � r ---a---4 1 ▪ 4-s ORDER LENGTHS: 2-1/2" to 48" (63,5 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS FACE OF 1-3/4" DIA. SPRINKLER (44,5 mm) FITTING r y\ t. 1• - -I SPRINKLER FITTING -! (REFER TO DESIGN CRITERIA SECTION) 4"± 1/8" T(101,6 ± 3,2 mm) FACE OF MOUNTING SURFACE CENTERLINE OF WATERWAY 3" DIA. (76,2 mm) 7/16" (11,1 mm) TYCO LFII RESIDENTIAL DRY SIDEWALL MOUNTING SURFACE CLOSURE DEFOP-OF- LECTOR IIh 1\ TY2334 111 ■ MOUNTING PLATE END -OF - DEFLECTOR BOSS 1-1/4" (31,8 mm) 1" (25,4 mm) 7/16±1/8" (11,1±3,2 mm) FACE OF SPRINKLER FITTING C.P.V.0 OFFSET HANGER W/ HEX HEAD WOOD SCREW 3/4" - 2" PIPE SIZE m ml!= TOCLO FIG 29 DOU3LE OFFSET CPVC HA\GER Section A -A NOTE TO INSTALLER 1. TJI (TRUSS JOIST) 2. SPRINKLER CPVC PIPE 3. 2" HOLE MAX. (DRILLED MINIMUM DISTANCE OF 1'-6" FROM BEARING POINT.) 4. ALL CPVC PIPE DOWN 3Y2'' FROM DECK. 19 Pipe size at maximum hanger spacing: 4" 2-7/8 DIA. (73,0 mm) 2-1/4' DIA. (57,2 mm) 1/8" (3,2 mm) 1/2" (12,7 mm) 1/4" (6,4 mm) TYCO LFII RESIDENTIAL SIDEWALL Notes: 1) System Type: Wet- CPVC PASSIVE PURGE 2) All material shall be new and U.L. listed or F.M. approved 3) Fire sprinkler system to be installed, braced and tested in accordance with N.F.P.A. 13D(2013) 4) In localities subject to freezing conditions, it is the owners responsibility to provide heat throughout the wet pipe sprinkler system areas and in enclosures for valves controllng water supplies to sprinkler systems 5) Pipe and fittings to be CPVC "BLAZEMASTER" 6) Hangers to be TOLCO #28 or #29 7) Hangers spacing: Maximum distance between hangers for CPVC pipe 3/4" 1" 1 1/4" 1 1/2" 2" 51-6" 6'-0" 6'-6" 7'-0" 8'-0" 8) Locate a hanger within -6" of each sprinkler head 9) Sprinkler system designed per N.F.P.A. 13D(2013) Note:Minimum Cure Prior To Pressure Testing (200 PSI) Symbol Ambient Temperature During Cure Period Pipe Size 60 TO 120 Deg. F 40 TO 59 Deg. F 0 TO 39 Deg. F 3/4" 45 MINUTES 1 1/2 HOURS 24 HOURS 1" 45 MINUTES 1 1/2 HOURS 24 HOURS 1 1/4" & 1 1/2" 1 1/2 HOURS 16 HOURS 120 HOURS 2" SIDE1 - TYCO (TY2334) LFII RESIDENTIAL SIDEWALL, 4.4K, 155 DEG F 6 HOURS 36 HOURS 2 2 1/2" & 3" 8 HOURS 72 HOURS 22 = Total Number of Heads * Solvent Cement can be applied at a temperature below 40 deg. F for 2" and urger, however the the temperature of the system must be raised to 40 deg. F or higher and allowed to cure per the aboved recommendations prior to pressure testing. When bringing cement, pipe or fittings in from the outside, be certain they are brought up to room temperature before using the 60 to 120 deg. F cure schedule. CPVCCURE.DWG CPVC PIPE: CPVC PIPING COMPONENTS MAY BE DAMAGED BY CERTAIN SUBSTANCES AND CONSTRUCTION PRACTICES. -DO NOT stack, support, hang equipment, or hang flexible wire/cable, especially communications cable, or other material on the fire sprinkler system. -ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the CPVC fire sprinkler piping system manufacturer's installation instructions should be used in contact with this system. -DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termicides, insecticides, detergents building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non - approved spray foam insulation materials. -DO NOT expose CPVC products to edible oils, solvents, or glycol - based anti -freeze fluids. -DO NOT expose CPVC products to open flame, solder, or soldering flux. -DO' NOT drop,.. distort, or impact CPVC products or allow objects to be dropped on them. -DO NOT handle CPVC products with gloves contaminated with oils (hytocarbons) or other incompatible materials. Failu?e to follow this notice may cause cracks or fractures to develop in CE VC products resulting in property damage due to leaks or flooding. CITY WATER MAIN CITY GATE VALVE WATER METER WATERFLOW DETECTOR SYTSTEM GUAGE & DRAIN VALVE TO AUTOMATIC SPRINKLER SYSTEM INSIDE BLDG DOMESTIC/FIRE MAIN CONTROL VALVE OPTIONAL TO DOMESTIC CONTROL VALVE PEX PIPE TO DOMESTIC SYSTEM OR nog CPVC PIPE TO SYSTEM TOP PLATE INTERIOR GARAGE WALL PIPE CONCEALED IN WALL (1 w 2 00 NOTIFICATION SIGN PER NFPA-13D SEC 2-3.e (1999) 13" POLY COMBINATION FIRE/DOMESTIC WATER SU L E FROM METER. INSTALLED ED BY PLUMBER j2 - a_ U I" 90 ELL & 0-3" BRASS NIPPLE /- }" X 0-3" BRASS NIPPLE WATER GAUGE 3�30-3" " X TEE � X 0-3" BRASS NIPPLES 4-/i }"BRASS BALL VALVE MAIN DRAIN & PLUG SPRINKLER HEAD CABINET 1 Ya" SXT CPVC FEMALE ADAPTER 1 Y." X 0-2" BRASS NIPPLE 1 y" BRASS 90 ELL & 0-4" BRASS NIPPLE 1 Y4" BRASS 90 ELL 1 Y4" X 0-2" BRASS NIPPLE 1 Y" X 1 Y4" BRASS BUSHING 1}" BRASS CHECK VALVE PLUMBER PROVIDED 11" THREADED ADAPTER - FIRE SYSTEM STARTS HERE �- DOMESTIC/FIRE CONTROL VALVE 13" TEE & PLUG FOR FLUSHING UNDERGROUND SUPPLY *NOTE: FLOW THROUGH FIRE SPRINKLER SYSTEM. NO BACKFLOW PREVENTION DEVICE REQUIRED. ALL PIPING POTABLE WATER APPROVED. SYSTEM SUPPLIES WATER TO EACH TOILET TO PURGE STAGNANT WATER. DO NOT CONNECT TO ANY OTHER PLUMBING FIXTURE. PASSIVE PURGE NFPA-13D RISER DETAIL Sprinkler Head Schedule Symbol Count Thread K -Factor Description Note 0 1 1/2" 4.9 HEAD 1 - TYCO (TY3596) LFII RESIDENTIAL CONCEALED PENDENT, 4.9K, 160 DEG F on Drop 3 1/2" 0.0 1/2" TOILET SUPPLY LINE OUTLET on Drop 1 1/2" 4.4 SIDE1 - TYCO (TY2334) LFII RESIDENTIAL SIDEWALL, 4.4K, 155 DEG F on Sidewall d 2 1" 4.4 SIDE3 - TYCO (TY2335) LFII RESIDENTIAL DRY SIDEWALL, 4.4K, 155 DEG F 22 = Total Number of Heads U W O ao w O rY Q Q O d' J Q z N oY • N H C.) N it a- < a cn LL H X 0 cf) 0 0 a) 0 CL) LL O CO W U) M CqCq M N X O U- -J -J o_ Z a oW m in o � c 0 -I L.`o. co 0 U 0 a) 0 0 cc Date= 01/16/2014 REVISIONS DESCRIPTION H ca REALITY HOMES w W z C0 Q`o W J Q ow M - r Ll. iuW z z w 0 0 0 a- V1 9 co N rn M N 4k a INSPECTIONS CITY OF TUKWILA FIRE MARSHAL 44. 0 a- STANDARD WA. STATE LEVEL 3 STAMP V WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Joseph G. Faulkner 9491 -0699 -CEG Level 3 Sprinx Fire Protection, inc. SPR . FP011 LS g : 77i71 fl daanu,wnera mw KO ung aammmwxe.nweLid uu,u,4a1 SCALE: 1/4" = 1'-0 FP -.1.0 PID File: RONDOS RESIDENc Ul 7314 4 TUKWILA ARE d1 HYDRAULIC DESIGN INFORMATION AREA NUMBER 2 CODE NFPA 13D HAZARD Residential Flowing Heads 1 DENSITY GPM/SQ. FT. 0.05 SYSTEM TYPE WET CPVC SPRINKLER 1 ' X18 ' SPACING 8 GPM REQ. PER HEAD 1 / PERS SURE HEADPRE12 TOTAL SYSTEM REQUIREMENTS: 25'08 PSI 17.0 GPM AT BOR Notes: 1 HEAD ROOMS 18X18 OK 8, 0„ Bedroom #2 42 24x30 Attic Access Walk In Closet 1": 1/ Master Bath 1" I 1" Master Bed 8'-0„ Bedroom #3 -1l /\ 1" 5'-3" 8, 91„ 2 UPPER FLOOR FIRE PROTECTION PLAN SCALE: 1/4"=1'-0 APPLIANCE CONNECTION Hydraulically Calculated System This system as shown on SPRINX FIRE PROTECTIOIJ company print no 1 FP -2.0 1 dated [01/15/2014 1 for REMOTE AREA 01 -MASTER BEDROOM at 12202 45th Ave. S. contract no is designed to discharge at a rate of [ 0.05 ] GPM (Lmin) per sq ft (m2) of floor area over a maximum area of 1 16'x16' MAX SPACING [ sq ft (m2) when supplied with water at the rate of 21167 23.45 26.50 GPM (L/min) psi (bars) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Classification Maximum Storate Height -0-� 1 GPM (L/min) NFPA-13D N/A N/A Installed By: SPRINX FIRE PROTECTION HYDRAULIC DESIGN INFORMATION V' -CPUC -PIPE AREA NUMBER 1 CODE NFPA 13D n_ EE o > v , Flowing Heads 2 3AJ H 2' THREAD OUTLET s SUPPLY IN WALL. PLUMBER TO MAKE FINAL CONNECTION TO TOILET ONLY. * DO NOT CROSS CONNECT TO ANY OTHER COLD WATER APPLIANCE. 1-1/4" (32.0) 6.5' (2.0) SPRINX FIRE -PLUG & HYDROSTATIC TEST PRIOR TO PLUMBER'S CONNECTION. GPM REQ. PER HEAD 13 PERPRESSURES HEAD 7 �- 1 SL Notes: (65.0) APPLIANCE CONNECTION Hydraulically Calculated System This system as shown on SPRINX FIRE PROTECTIOIJ company print no 1 FP -2.0 1 dated [01/15/2014 1 for REMOTE AREA 01 -MASTER BEDROOM at 12202 45th Ave. S. contract no is designed to discharge at a rate of [ 0.05 ] GPM (Lmin) per sq ft (m2) of floor area over a maximum area of 1 16'x16' MAX SPACING [ sq ft (m2) when supplied with water at the rate of 21167 23.45 26.50 GPM (L/min) psi (bars) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Classification Maximum Storate Height -0-� 1 GPM (L/min) NFPA-13D N/A N/A Installed By: SPRINX FIRE PROTECTION HYDRAULIC DESIGN INFORMATION NOMINAL SIZE inches (mm) AREA NUMBER 1 CODE NFPA 13D HAZARD Residential Flowing Heads 2 DENSITY 'm/s' FT.O 05 SYSTEM TYPE WET CPVC 6.0' (1.8) 1-1/4" (32.0) 6.5' (2.0) SPACING 16'x16' GPM REQ. PER HEAD 13 PERPRESSURES HEAD 7 TOTAL SYSTEM 23.45 26.50 REQUIREMENTS: PSI GPM AT BOR 8.0' (2.4) Notes: (65.0) Hydraulically Calculated System This system as shown on (SPRINX FIRE PROTECTION company print no 1 FP -2.0 for at dated 101/15/2014 REMOTE AREA 02 -BEDROOM 2 12202 45th Ave. S. contract no 21167 is designed to discharge at a rate of 1 0.05 1 GPM (Lmin) per sq ft (m2) of floor area over a maximum area of 1 18'x18' MAX SPACING .1 sq ft (m2) when supplied with water at the rate of at 25.08 17.00 GPM (L/min) psi (bars) at the base of the riser Hose stream allowance of is included in the above. Occupancy Classification Commodity Classification Maximum Storate Height 0 1 GPM (L/min) (NFPA-13D N/A N/A Installed By: SPRINX FIRE PROTECTION 1 ORDER LENGTHS: 2-1/2" to 48" (63,5 to 1219,2 mm) IN 1/4" (6,4 mm) INCREMENTS FACE OF SPRINKLER FITTING 1-3/4" DIA. (44,5 mm) I .1� SPRINKLER FITTING CT:A- i (REFER TO DESIGN CRITERIA SECTION) BLAZEMASTER 2000 PIPE SDR 13.5 (ASTM F442) HANGER SPACING NOMINAL SIZE inches (mm) MAX SPACING feet (m) 3/4" (20.0) 5.5' (1.7) 1" (25.0) 6.0' (1.8) 1-1/4" (32.0) 6.5' (2.0) 1-1/2" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 2-1/2" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) C.P.V.0 OFFSET HANGER W/ HEX HEAD WOOD SCREW 3/4" - 2" PIPE SIZE TOCLO FIG 29 DOUBLE OFFSET CPVC HANGER R-30 BLOWN -IN INSULATION OVER BATT. INSULATION TENTING. BATT. INSULATION TENTING OVER CPVC PIPING WOOD TRUSS FIRE SPRINKLER \SULATIO\ DETAIL CPVC INSUL 4" ± 1/8" 1(101,6 ± 3,2 mm) FACE OF MOUNTING SURFACE / t 3" DIA. (76,2 mm) CENTERLINE 7/16" OF WATERWAY (11,1 mm) TYCO LFII RESIDENTIAL DRY SIDEWALL 2-1/2" DIA. (63,5 mm) -� 1/2" NPT 1/2" (12,7 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING 1/8" GAP (3,2 mm) COVER SPRINKLER - RETAINER SUPPORT CUP 3/16" ASSEMBLY ASSEMBLY (4,8 mm) 3-3/16" DIA. (81,0 mm) i 1-7/8"±1/8" - (47,6 mm ±3,2 mm) MOUNTING SURFACE SPRINKLER - SUPPORT CUP ASSEMBLY OPERATED SPRINKLER COVER PLATE RETAINER TOP -OF - DEFLECTOR MOUNTING SURFACE CLOSURE 7/16±1/8" (11,1±3,2 mm) FACE OF SPRINKLER FITTING TY2334I I� I4 .�/ I 2-114' DIA. ■ J (57,2 mm) Si ill 1 7/16" (11,1 mm) MOUNTING PLATE END -OF - DEFLECTOR BOSS 1-1/4" (31,8 mm) 2-7/8' DIA. (73,0 mm) 1" (25,4 mm) 1/8" (3,2 mm) 112" (12,7 mm) 1/4" (6,4 mm) TYCO LFII RESIDENTIAL SIDEWALL TIP 7/8" (22,2 mm) 1-1/8" (28,6 mm) DISPOSABLE PROTECTIVE CAP DEFLECTOR IN OPERATED POSITION TYCO LFII RESIDENTIAL CONCEALED PENDENT Notes: 1) System Type: Wet- CPVC PASSIVE PURGE 2) All material shall be new and U.L. listed or F.M. approved 3) Fire sprinkler system to be installed, braced and tested in accordance with N.F.P.A. 13D(2013) 4) In localities subject to freezing conditions, it is the owners responsibility to provide heat throughout the wet pipe sprinkler system areas and in enclosures for valves controllng water supplies to sprinkler systems 5) Pipe and fittings to be CPVC "BLAZEMASTER" 6) Hangers to be TOLCO #28 or #29 7) Hangers spacing: Maximum distance between hangers for CPVC 3/4" 1" 1 1/4" 1 1/2" 2" 5'-6" 6'-0" 6'-6" 7'-0" 8'-0" 8) Locate a hanger within -6" of each sprinkler head 9) Sprinkler system designed per N.F.P.A. 13D(2013) Note:Minimum Cure Prior To Pressure Testing (200 PSI) Count Ambient Temperature During Cure Period Pipe Size Description 60 TO 120 Deg. F 40 TO 59 Deg. F 0 TO 39 Deg. F 3/4" 4.9 HEAD 1 - TYCO (TY3596) LFII RESIDENTIAL CONCEALED PENDENT, 4.9K, 160 DEG F 45 MINUTES 1 1/2 HOURS 24 HOURS 1" 0.0 1/2" TOILET SUPPLY LINE OUTLET 45 MINUTES 1 1/2 HOURS 24 HOURS 1 1/4" & 1 1/2" 1 1/2 HOURS 16 HOURS 120 HOURS 2" 4.4 SIDE3 - TYCO (TY2335) LFII RESIDENTIAL DRY SIDEWALL, 4.4K, 155 DEG F 6 HOURS 36 HOURS * 2 1/2" & 3" 8 HOURS 72 HOURS * * Solvent Cement can be applied at a temperature below 40 deg. F for 2' and urger, however the the temperature of the system must be raised to 40 deg. F or higher and allowed to cure per the aboved recommendations prior to pressure testing. When bringing cement, pipe or fittings in from the outside, be certain they are brought up to room temperature before using the 60 to 120 deg. F cure schedule. CPVCCURE.DWG CPVC PIPE: pipe CPVC PIPING COMPONENTS MAY BE DAMAGED BY CERTAIN SUBSTANCES AND CONSTRUCTION PRACTICES. - DO NOT stack, support, hang equipment, or hang flexible wire/cable, especially communications cable, or other material on the fire sprinkler system. - ONLY system compatible materials including, but not limited to solvent cements, caulks, sealants, cutting oils and thread pastes as noted by the CPVC fire sprinkler piping system manufacturer's installation instructions should be used in contact with this system. -DO NOT expose CPVC products to incompatible substances, such as cutting oils, non -water based paints, packing oils, traditional pipe thread paste and dope, fungicides, termicides, insecticides, detergents building caulks, adhesive tape, solder flux, flexible wire/cable (with special consideration for communications cabling), and non - approved spray foam insulation materials. - DO NOT expose CPVC products to edible oils, solvents, or glycol - based anti -freeze fluids. -DO NOT expose CPVC products to open flame, solder, or soldering flux. - DO NOT drop, distort, or impact CPVC products or allow objects to be dropped on them. - DO NOT handle CPVC products with gloves contaminated with oils (hydrocarbons) or other incompatible materials. Failure to follow this notice may cause cracks or fractures to develop in CPVC products resulting in property damage due to leaks or flooding. CITY WATER MAIN CITY GATE VALVE WATER METER WATERFLOW DETECTOR SYTSTEM GUAGE & DRAIN VALVE TO AUTOMATIC SPRINKLER SYSTEM INSIDE BLDG DOMESTIC/FIRE MAIN CONTROL VALVE OPTIONAL TO DOMESTIC CONTROL VALVE 1' CPVC PIPE TO SYSTEM PEX PIPE TO - DOMESTIC SYSTEM TOP PLATE *NOTE- FLOW THRU SPRINKLER SYSTEM NO BACKFLOW DEVICE REQUIRED INTERIOR GARAGE WALL PIPE CONCEALED IN WALL FIRE SPRINKLER SYSTEM STARTS HERE 1 1/2' CPVC SUPxMALE ADAPTER SYSTEM PRESSURE GAUGE SPRINKLER MAIN DRAIN VALVE STATIC PRESSURE 60 PSI m N PLUMB R TO SUPPLY 1 1 FEM LE THRD FITTING i` �IllllllsID LI FIRF DMFS11C SYSIEM SHUT-OFF VALVE 1 1 2' TEE FOR UG FLUSH PIPE CONCEALED IN WALL x EX WA RIOR 11COMB FlR OM STI 1/2' POLY CC WASUPPLYBOTTOM PLATE DI FLOOR JOIST X O RISER DETAIL Sprinkler Head Schedule Symbol Count Thread K -Factor Description Note O 16 1/2" 4.9 HEAD 1 - TYCO (TY3596) LFII RESIDENTIAL CONCEALED PENDENT, 4.9K, 160 DEG F on Drop 3 1/2" 0.0 1/2" TOILET SUPPLY LINE OUTLET on Drop *14 1 1/2" 4.4 SIDE1 - TYCO (TY2334) LFII RESIDENTIAL SIDEWALL, 4.4K, 155 DEG F on Sidewall ® 2 1" 4.4 SIDE3 - TYCO (TY2335) LFII RESIDENTIAL DRY SIDEWALL, 4.4K, 155 DEG F 22 = Total Number of Heads W z w 0 w Q U) _ O LLC) 0'1' ZN O � • N 0 0 n. N w 0 < z 0 w J z a_ w J z w 0 w X Ct 0 U) Protection a� U - N 4- 0 N a) a 0 m cc DateO 1 /16/2014 REVISIONS DESCRIPTION H REALITY HOMES J z ADDRESS 1308 ALEXANDER AVE E ciry FIFE, WA, 9 INSPECTIONS CITY OF TUKWILA FIRE MARSHAL 206 575-4404 STANDARD WA. STATE LEVEL 3 STAMP r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Joseph G. Faulkner 9491 -0699 -CEG Level 3 Sprinx Fire Protection, Inc. SP • FP011 ea SCALE: 1/4" = 1'-0 FP -2.0 File: RONDOS RESIDENCE