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HomeMy WebLinkAboutPP - 13350 56TH AVE S - LE RESIDENCE - PERMITS AND PLANS13350 56TH AVE S ASSOCIATED PERMITS D15-0161 16-5-234 (;) INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Orr- o/. !G —S- 2.31 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT tb% 206-575-4407 Project: C -q /1es jr .e.& Type of Inspection: Sp i F -1� .I V< Address: X33 Suite #: 11,�U S LF Contact Person: Fes..P ,1 0k Permits: Special Instructions: Phone No.: I <� ~Approved per applicable codes. Corrections required prior to approval. COMMENTS: 8,-ci.. - -yes+- past' -- `-i 0 3pt.., 2k.4.d1 -gto,.,, %., &tecif ..L (irt j pgrse04. S l',th._ Fi iuL, I cD Fes..P ,1 0k Permits: Occupancy Type: Needs Shift Inspection: 7l/ver Sprinklers: N'r Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4.-1,.‘ j-(( Date: F --Ay -I 7 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: L /2 I l otN r.— Type of Inspection E� Hood & Duct: Address:Contact Suite #: /55S-0tve. c, Person: Special Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: erz,t taczYz- Aforr /iJ 7 ft.— 71eirz— ,862 AvcEb try D rLo /N5 . /1-e,�-.mss,-`> Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: ?-771_ �z1.-- Date: R/q// 7-- Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip, Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2 - INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Re/eileyee Sprinklers: Fire Alarm: TyPe4Vns 'on: Address: /&�Z) Suite #:S Ave . Contact Person: Special Instructions: Phone No.: IXApproved per applicable codes. riCorrections required prior to approval. COMMENTS: 01L lb Gavcr hits Lee*" 6),-yxq‘_41, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 'i/ INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit tom- n (6-$ 2 {- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: & Ke 5( d Sprinklers: C' Type of Inspection: 0 Monitor: Address: Suite #: j j�j� 42 -,Contact / jit 9 Peron: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: fly Pic ole 1,J q-flmu,eert- Aferss td rtsGro-,J &A -r /N QfiiJE'YL- F r L -1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: rm <4-/(q Date: /Zits -1 ((2 Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR LE RESIDENCE TUKWILA, WASHINGTON FILE NUMBER: N16076 DATE: 10/16/16 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: RESIDENTIAL .05 gpm/sq. ft. AREA OF APPLICATION: 2 HEADS sq. ft. COVERAGE PER SPRINKLER: 16 X 16 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 26.0 gpm @ 42.09 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILA FIRE MARSHALS OFFICE CONTRACTOR CERTIFICATION NUMBER: NORCOFP015J0 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271) HRS SYSTEMS, INC. TUCKER, GA 30084 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEM Edwin P. Cogar 4295 -0499 -CG Level 3 IVoI u Fire Porte NORCOFP01 J J_ z Signature 0 OW le SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/31/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS\N16076 LE RESIDENCE.SDF JOB TITLE: N16076 LE RESIDENCE WATER SUPPLY ANALYSIS E a O • O 0 0 0 0 ri N to a m 04 O 0 vi e • I a tT Lr W O . N . cn • U) 10 U1 l0 N N (1) N 1J N O. N) FI N) W -H10. -d H U) b U) � a 12 a H •H 01 z - •ro -4: ( 0, . N 1a a I I; 0 to U b a) 4) 0 0 E-0 • W U • • 01 0. 0 to to 0 Sd 0 t/) N OO O 0 O O O O O O O O O O O O co N l0 t(7 sT m N .-i C7K4D001 04(24010)C C4 41 --04u)-H-- ao O O 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/31/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS\N16076 LE RESIDENCE.SDF JOB TITLE: N16076 LE RESIDENCE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) A 75.0 73.0 50.0 74.4 26.0 42.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 19.0 K= 4.90 7.1 13.0 2 19.4 7.1 3 19.0 K= 4.90 7.0 13.0 4 19.4 7.1 5 19.4 7.3 6 9.4 13.1 7 9.4 14.0 W 7.4 18.5 B 0.0 39.2 C 0.0 30.7 D 0.0 28.1 E 2.0 25.5 F 2.0 21.5 A 0.0 SOURCE 42.1 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/31/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS\N16076 LE RESIDENCE.SDF JOB TITLE: N16076 LE RESIDENCE NFPA2 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Z To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 4.90 13.0 Disch 2 19.4 7.1 -5.5 1 19.0 7.1 7.5 Pipe: 2 4.90 13.0 Disch 4 19.4 7.1 0.0 3 19.0 7.0 13.0 Pipe: 3 0.0 0.0 2 19.4 7.1 7.0 4 19.4 7.1 7.0 Pipe: 4 4.90 13.0 Disch 5 19.4 7.3 -7.5 1 19.0 7.1 5.5 Pipe: 5 0.0 0.0 5 19.4 7.3 6.0 4 19.4 7.1 6.0 Pipe: 6 0.0 7.0 4 6 9.4 13.1 7.5 1 2 19.4 7.1 14.6 Pipe: 7 0.0 6.0 4 6 9.4 13.1 5.5 1 5 19.4 7.3 11.5 Pipe: 8 0.0 11.5 5 7 9.4 14.0 14.6 2 6 9.4 13.1 26.0 Pipe: 9 0.0 0.0 W 7.4 18.5 26.0 6 7 9.4 14.0 26.0 Pipe: 10 0.0 0.0 F 2.0 21.5 26.0 7 W 7.4 18.5 26.0 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 12.0 5.0 5.0 23.0 15.0 26.0 23.0 5.0 26.0 7.38 150 12.00 19.38 0.011 1.25 150 5.00 6.25 0.031 1.75 150 5.00 6.75 0.010 42.02 150 23.00 65.02 0.006 20.50 150 15.00 35.50 0.007 17.33 150 26.00 43.33 0.038 36.84 150 23.00 59.84 0.024 3.12 150 5.00 8.12 0.111 6.50 150 26.00 32.50 0.111 6.00 150 0.00 6.00 0.111 Pipe: 11 0.0 Fixed Pressure Loss Device E 2.0 25.5 26.0 W 4.0 psi, 26.0 gpm F 2.0 21.5 26.0 7.1 -0.2 0.2 7.1 -0.2 0.2 7.1 0.0 0.1 7.3 -0.2 0.4 7.3 0.0 0.3 13.1 4.3 1.6 13.1 4.3 1.5 14.0 0.0 0.9 18.5 0.9 3.6 21.5 2.3 0.7 Pipe: 12 0.0 0.0 10.00 150 28.1 D 0.0 28.1 26.0 F 1.000 0.00 0:9 E 2.0 25.5 26.0 0.998 10.00 0.179 1.8 Pipe: 13 0.0 0.0 150.00 150 30.7 C 0.0 30.7 26.0 E 1.500 0.00 0.0 D 0.0 28.1 26.0 1.610 150.00 0.017 2.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/31/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS\N16076 LE RESIDENCE.SDF JOB TITLE: N16076 LE RESIDENCE Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) t To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 Fixed Pressure Loss Device B 0.0 39.2 26.0 D 8.5 psi, 26.0 gpm C 0.0 30.7 26.0 Pipe: 15 A B Source 0.0 0.0 42.1 26.0 C 0.0 39.2 26.0 NOTES (HASS): 1.000 T: 5.9 0.998 10.00 150 5.93 15.93 0.179 (1) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 50110271 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.032 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node A under full flow conditions is 73.56 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N E11 Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 0.998 1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84 3.92 42.1 0.0 2.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/31/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS\N16076 LE RESIDENCE.SDF JOB TITLE: N16076 LE RESIDENCE PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkVly Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 37'-0" 26'-0" 11'-O" 5'-7 1/2" 13'-9" 5'-7 1/2" LIVING D 6-1112 xc I 6-10 N 0/ INING C a PWn FNTRY -61 5-412 6-10 12-812 7'-2" Om - 5' -7 1/2" 13'-0" 0-6 KITCHEN 1 0-1012 ,. 6-1012 GARAGE 24'-0" 37'-0" MAIN FLOOR SPRINKLER PIPING SCALE 1/8"=1'-0" TABLE 1 MAXIMUM SUPPORT SPACI00, DISTANCE{ END LINE SPRINKLER HEAD DROP ELBOW PIPE SIZE inches PIPE SIZE inches SYSTEM PRESSURE SYSTEM PRESSURE < 100 psi < 100 psi > 100 psi 3/4" 45 min. 9" 6" 4' 1" 12" 12" 9" 1.5 hr. 1'/" 7' 16" 12" 36 0'. 1'i2"-3" 25" 24" 12" See Note 1 TABLE 2 MAXIMUM SUPPORT SPACING DISTANC 6 INLINE SPRINKLER HEAD DROP TEE PIPE SIZE inches PIPE SIZE inches SYSTEM PRESSURE 40°F to 59'F < 100 psi > 100 psi 3/4" 4 3' 45 min. 1" 5' 4' 1 .5 hr. 12" 120 hr. 15" 1.5 hr. 11/2"-3" 7' 7. 8 hr. N R-49 INSULATION TVP. TRUSS REEL 4 0 UPPER UPPER SUBFLOOR ^� 4 0 UNN MAIN SUBFLCOR S 5/8° G.wa Tw. WIC \-3/4' T.&G. PLYAD. o/2x12 FLR WIC SEC URE AGAINST UPWARD MOVEMENT 0 - N ASTM BRANCFH4ENECPVC FLOOR/ C EIL.IN\C FLOOR JOISTS FIRE SPRINKLER *NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER FLOOR 7\ C FILING BA4 SEC URE AGAINST UPWARD MOVEMENT ASTM F442 C PVC B RANC HL1NE 11 7\ FLOOR JOISTS FIRE SPRINKLER *NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER STEEL PIPE 11111 COMPOSI110N SH0IGLES rOVER 1516 FELT OVER 7/18' COX OR 0.SB. OVER ROOF FRAMING &BIKERS PER PLAN STAIRS B LAZEMASTEM C PVC -MANUFACTURED TRUSSES 0 z4° O,0. 12 BA3 1/Y C.W.B. LIV \-w4 T.hG PLYND. 2 FIR. JSTS w/R-30lN3lL -5'.11/,'"7.1Z72:=1•02,..riL aun�.t fi rtiti,iisJxu`f�D� t1272Z7''�R�{ff1d4" iI POSTS h BENTS PER PLAN •: t[I ;.L�CRAWL SPACE II II II I II �° I I Elk ; 8 MIL (BLACK) Y.B. X11 {U-iiill'-. --1- II 10' 12' 14' 16' 18' 3UILDI\ SCALE: 1/4* = G SECTIO\ 3' NOTES EMALE ADAPTER VENTED BLOCKING "-CONTINUOUS GUTTER OVER 2x8 FASLIA FINISH PER ELEVATION OVER 151b FELT OVER 7/18' COX OR 0.SB. o/ 2x8 STUDS 18.0.0. W/ 8-21 INSULATION TIP. REVISIONS N N M 0 26'-O" 11'-8 1/2" 2'-3 1/2" 12'-0" 8'-0" 3'-f1/2" -7:11 iia^ 8'-0" BEDROOM 3 0-6 1 -9 4-7,� 4 BEDROOM #2 4-5 2-312 BATH 7' -5112" - 5-1 0 r 3 1-3 3-4 8'-O" 0-6 21 -r, 2'-6 1/2" ATH r4 FLEX ROOM 13'-0" 1-312 6'-3 1/2" N 5'-8 1/2" MASTER II 13'-0" 26'-0" 0 N rol UPPER FLOOR SPRINKLER PIPING SCALE 1/8"=1'-0" FIRE SPRINKLER C PVC DROP C E LING oostaucnox EIRE SPRINKLER 4 A: (D -8")+B c D 30" A: (D-203mm)+B t D 762mm SOFFIT FORMULA 1" CPVC ADAPTER 1" CPVC 1" CPVC PIPE 1" CPVC PIPE 1" CPVC PIPE 1" BACKFLOW DEVICE AMES 1" COPPER ADAPTER Finish Floor 1" GALV STEEL 90° ELECTRIC BELL WIRING AND CONDUIT AND INSTALLATION TO BE BY OTHERS CENTRAL ��FFD RISER MANIF LLST/: 1131 4SIGNSSUCGEEHA H BODY DRAIN NORCO FIRE PROTECTION POINT OF CONNECTION DRAIN TO DISCHARGE OUTSIDE OF BUILDING EINN-1" COPPER LINE RISER DETAIL scale 1/2"=1'-0" t fW ❑ Without , lmne6l;`'; As Notec. ;< ; © Per The A::€.aCiIa Letter These plans have been reviewed r» The Tukwila Fire Prevention Bureau for conformaoc.f: ^ th current City standards. Acceptance is subject to ifrors and o, nissions which do not authorize vi01� ltIons of adopted standards and ordinances. The (esponsibiiity for the adequacy of design rests totally with the designer. Additions, deietiot f• `CVinions to these drawings after this date vviii void tri[. acceptance and will require a resubmittal of revlsef- olrawings for :subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: I(-1 s -(S- By: /4 u c I -e ,ener►w- w? e lu*.ft- ITt•yd.o we 1/ vl - j}; !✓tow L 4n.J1,-1-) d` o -A - WI A FIRE DEPARTMENT Pi 5e. cal! 206-575-4407 arid give thFire Permit No. y and exact 'dc ass for rhut- down or r .star tJon EIpproval. C URE TIMES WITH ONE STEP SOLVENT CEMENT 200 psi (MAXIMUM) TEST PFESSURE PIPE SIZE inches Ambient Temperature During_ C ure Period 60T to 120°6 40°F to 59'F OT to 39T 3/4" 45 min. 1.5 h-. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 15 " 1 .5 hr. 16 Ir. 120 hr. 15" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 0'. See Note 1 25" 8 hr. 72 h.. See Note 1 3" 8 hr. 72 0.. See Note 1 Note 1 For these sizes, the solvent cement con be applied at temperatures below 32'6, however, the sprinkler system temperature must be raised to o temperature of 32T or obave and alloyed to cure per the above recommendations prior to pressure testing. CURE TIMES W11II ONE STEP SOLVENT CEMENT 200 psi (MAXIMUM) TEST PRESSURE PIPE SIZE inches Ambient Temperature During C ure Period 60°F to 120T 40`F to 59°F 0°F to 39`0 3/4" 45 min. 1.5 Fr. 24 hr. 1" 45 min. 1.5 Fr. 24 hr. 11/4" 1.5 hr. 16 hr. 120 hr. 1 1" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 h', See Note 1 21" 8 hr. 72 Ir. See Note 1 3" 8 hr. 72 h-, See Note 1 Note 1 For these sizes, the solvent cement con he applied at temperatures below 32°F, however, the sprinkler systen' temperature must be raised to a temperature of 32°F or above and alloyed to cure per the above recommendations prior to pressure testinc. PERMISSIBLE B ENDING DEFLECTIONS SDR 13.5 (73`F) (ONE END RESTRAI'IED) PIPE SIZE inches LENGTH OF RUN (L) IN FEET 2' 5' 7' 10' 12' 15' 17' 20' 3/4" 1.3' 7.8" 15.4" 31.3' 1-5.1" 70.5" 90.6" 125.4' 1- 1.0' 6.3" 12.3" 25.0" 36.0' 56.3" 72.3" 1 00.1 ' 1 %" 0.8" 5.0" 9.7" 19.8" 28.5" 44.6" 57.3' 79.3" 11/2" 0.7" 4.3" 8.5" 1 7.3` 24.9" 39.0' 50.1' 69.3" 2" 0.6" 3.5" 6.8" 13.9" 20.0" 31.2" 40.0" 55.4" 21/2" 0.5' 2.9" 5.6" 11.4" 16.5- 25.8" 33.1- 45.8" 3" 0.4" 2.4'. 4.6" 9.4" 13.5 21.2" 27.2" 37.6" d = 0.32E PERMISSIB LE B ENDING DEFLECTIONS SDR 13.5 (73'F) ONE END RESTRAINED) PIPE SIZE inches LENGTH OF RUN (L) IN FEEL 2' 5' 7' 10' 12' 15' 17' 20' 25' 30' 35' 40' 45' 50' 3/4" 1.3" 7.8" 15.4" 31.3" 45.1" 70.5" 90.6" 125.4" 195.9" 282.1" 383.9" - - - 1° 1.0" 6.3" 12.3" 25.0" ;6.0" 56.3" 72.3" 100.1" 156.4" 225.2" 306.6" 400.4" - - 15" 0.8" 5.0" 9.7' 19.8" 28.5" 44.6" 57.3" 79.3" 123.9" 178.4" 2.42.8" 317.2" 401.4" - 11/2" 0.7" 4.3" 8.5" 17.3" 24.9" 39.0" 50.1" 69.3" 108.2" 155.9" 212.2" 277.1" 350.7" 433.0" 2" 0.6" 3.5" 6.8" 13.9" 20.0" 31.2" 40.0" 55,4" 86.6" 124.7" 169.7" 221.7" 280.6" 346.4" 25" 0.5" 2.9" 5.6" 11.4" 16.5" 2.5.8" 33.1" 45.8" 71.5" 103.0" 140.2" 183.1" 231.8" 286.2" 3" 0.4" 2.4" 4.6" 9.4" 13.5" 21.2.* 27.2" 37.6" 58.8" 84.6" 115.2" 150.4" 190.4" 235.1" d = 0.329 -D MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN SINGLE HEAD ROOM MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM SPRINKLER SYMBOLS SYMBOLS ® SYSTEMS RISER o RISE UP o DROP DN �-, 2 WAY EARTHQUAKE BRACE A-1-, 4 WAY EARTHQUAKE BRACE ® GROOVED COUPLING x#01 HANGER TYPE AND LOCATIO o UPRIGHT HEAD ® PENDENT HEAD D SIDE WALL HEAD LEGEND OA 25 UPRIGHT OVER PENDENT PIPE SIZING HYDRAULIC CALC NODE REVISION NUMBER BRANCH LINE NUMBER / ITS WELD TAG NUMBER DATE DESCRIPTION BY SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. IYI 15 CONCEALED WHITE 160 4.9 1/2" 7/16 RELIABLE RC 49 6'-1" Defaul ISI 2 DRY PEND WHITE 160 5.6 1" 1/2" RELIABLE F3 QR 0'-0" Defaul 17 TOTAL HEADS ON THIS PROJECT SEE TAB LE B ELOV/ FOR NUMBER OF HANGERS REQUIRED ASTM F442 C PVC B RANC HLINE4 MINIMUM ALLOWAB LE HANGERS PER LENGTH OF PIPE FITTING PIPE SIZE inches 3/4- Pipe Length 11/" 1 Hanger 2 Hangers 3 Hangers 3/4" 0'-0" TO 5'-6" 5'-7" TO 11'-0" 11'-1" TO 16'-6" 1" 0'-0" TO 6'-0" 6'-1" TO 12'-0" 12'-1" TO 18'-0" 1 %" 0'-0" TO 6'-6" 6'-7" TO 13'-0" 13'-1" TO 19'-6" 11/2" 0'-0" TO 7'-0" 7'-1" TO 14'-0" 14'-1" TO 21.-0" 2" 0'-0" TO 8.-0" 8.-1" TO 16'-0" 16.-1" TO 24.-0" 25" 0'-0" TO 9.-0" 9.-1" TO 18'-0" 18'-1" TO 27'-0" ' 3" 0'-0" TO 10'-0" 10.-1" TO 20'-0" 20'-1" TO 30.-0" 1 'NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER ALLOWANCE FOR ERIC TION LOSS IN C PVC FITTINGS (EXPRESSED IN EQUIVALENT FEET OF PIPE) FITTING PIPE DIAMETER 3/4- 1, 11/" 11/2" 2" 2172" 3,. EE B RAIN 1 3 5 6 8 10 12 15 TEL RUN 1 1 1 1 1 2 2 ELBOW 90` 7 7 8 9 11 12 13 ELBOW 45° 1 1 2 2 2 3 4 COUPLING 1 1 1 1 1 2 2 B LAZEMASTER® PIPE DIMENSIONS SDR 13.5 (ASTIV4 0442) INC HES (0 LLIMETERS) NOMINAL SIZE AVERAGE OD AVERAGE ID POUNDS/FT. 3/4" (20.0) 1.050 (26.7) .874 (22.2) .168 1" (25.0) 1.315 (33.4) 1.101 (28.0) .262 1'144" (32.0) 1.660 (42.2) 1.394 (35.4) .418 1'/" (40.0) 1.900 (48.3) 1.598 (40.6) .548 2" (50.0) 2.375 (60.3) 2.003 (50.9) .859 25" (65.0) 2.875 (73.0) 2.423 (61.5) 1.257 3" (80.0) 3.500 (88.9) 2.951 (75.0) 1.867 PIPE HANGER (CLOSE TO TEE) ASTM F442 C PVC B RAMC HLINE' C EILING FIRE SPRINKLER WOOD JOISTS + NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 GENERAL NOTES 1. System to be designed to N.F.P.A. #13D, 2007 edition and Fire Department requirements. 2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements. 3. Minimum pipe size to be 1" throughout job. 4. System to be hung per manufacturers requirements. Avcon Hangers to be used - Fig 511 & no block & head set. 5° All underground piping to conform to local Water Department requirements. This is for fill line only 6. Water information to be provided by pump manufacturer. Source of water by owner. 7. Transition from underground to riser to be copper type K typical unless noted otherwise 8. Risers that are exposed should be to be steel, cpvc is exceptable. Risers that rise up in wall to have typical access panel, provision of this panel to be per contract. 9. All electrical wiring and conduit for electrical switches to be by others. 10. Cleaning and painting of pipe to be by others, if required. 11. All drilling and notching to be per manufacturers specifications and Fire Department requirements. 12. All piping to be CPVC typical unless otherwise noted. 13. Items to be verified at time of inspection: a) Pressure at base of riser b) Sprinkler head location and spacing. c) Heads located from heat zones d) Exposed piping should be steel. e) Sprinkler. heads in unconditioned areas to be 175° degrees 14. Alarm bells to be located per Fire Department requirements. 15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements. 16. Sprinklers may be omitted from closets less than 3'0" in depth or not over 24 sq. ft. AFCON 511 C.P.V.C. PIPE HANGER SIDE MOUNT MATERIAL: CARBON STEEL APPROVALS: UL AND CUL LISTED. FINISH: MIL. GALVANIZED, G-90 GOVERNMENT SPEC. C.P.V.0 PIPE SIZE A B C MAX. HANGER SPACING (FT) 3/4" 3 1/8" 19/16 13/16 51/2 1" 33/8" 111/16 13116 6 1 114 4 3/16" 2 3/32 1 3/16 6 1/2 1 11;24:: 12 4 7/16" 2 7/32 1 3/16 7 2" 4 7/8" 2 7/16 1 3/16 8 2 HOLE OFFSET HANGER B LAZEMASTER® PIPE SDR 13.5 (ASTM 6442) HANGER SPACING NOMINAL SIZE MAX SPACING inches (mm) feet (m) 3/4" (20.0) 5.5' (1.7) 1" (25.0) 6,0' (1.8) 1'/" (32.0) 6.5' (2.0) 1'/" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 21/2" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) OWNER INFORMATION NAME HOANG LE ADDRESS 13350 56TH AVE S TUKWILLA, WA 98178 PHONE 509-850-2791 FIRE DEPT INFORMATION NAME TUKWILA FIRE DEPT ADDRESS 444 ANDOVER PAARK EAS1 TUKWILA, WA 98188 PHONE 425-481-8827 WATER DEPT. INFORMATION NAME ADDRESS PHONE WATER 1NFORMATON STATIC 75 RESIDUAL 20 GPM 4856 MAIN SIZE 8" SOURCE AS BUILT DRAWING TUKWILLA WATER DEPT BUILDING -INFORMATION SQ. FT. 1,553 SQ.FT. TYPE Wood Frame OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID# 2172000180 r.' '',Poster Ltnks WASHINGTON STATE e CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 Edwin P. Cogar 4295 -0499 -CG Leve Norco Fire Prot NORCOFP Joss. h 1'1 1( 1 Merk dal Park VICINITY MAP NO SCALE 'nature LE RESIDENCE 13350 56TH AVE S TUKWILA, WASHINGTON CONTRACTOR: NORCO FIRE PROTETION, INC. PAID OCT 31 2010 TUKWILA FIRI %or' N O -E PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. N16076 APPROVAL TUKWILLA FIRE DRAWN BY ED COGAR SCALE 1/8" = 1'-0" DATE 10/18/2016 REVISED PLOTTED FP1of1