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HomeMy WebLinkAboutPP - 5146 S 172ND LN - RESIDENCE - PERMITS AND PLANS15-S-125 5146 S 172ND LN ASSOCIATED PERMITS D15-0040 415ittlirm4t SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 512/40 Site Address:S / 72AkJ Tenant Name: _ SinJGH Property Owner's Name: j/ C._ )AJS Ma.77Ci,J Mailing Address: CONTACT PERSON -if there are questions about the submittal. Name: 69t -)MI (06/Cie Company Name: 01252WZ7 Suite Number: Floor: New Tenant? ❑ - Yes 111- No City Oe(l) n2CiPeirx-ciroAi /,J Mailing Address: Po 6x City 3/6 /'���" ��j, E-mail Address: AitXC^ Aiet�r/NC/efhx J State Zip Day Telephone.412 —2t'� -27g1S Fax Number: Contractor's City of Tukwila Business License number: 1;0<_c- £'9 9 Op kh qsc *, State Zip Total number of new/relocated devices or sprinkler heads: `2)0 Valuation of Project (contractor's bid price): $ c-Pr7 Scope of Work (please provide detailed information): /A/ /73i'L/977C1.6f /9 ,Pier/ t S/. 1' 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 Signature:W)i.:71 Print Name: 'A ORIZED AGENT: /JiFrz_ C6 - Plan Permit App.doc 8/22/14 Date: ♦ `/ /Si Day Telephone: 4/25 V7/� TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: cis e6L -1-2-c,-- Type nspection:z Address: Suite#: c(L(to S 2.141) Contact Person' Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1^J Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspecto . a'3 Date: J / /5 Hrs.: �• O $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, �'L - 0be-t d ls- 5' - /as - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,_.-,1p ''u o1 4 Fire Alarm: Type of Ins ction: / pro Co c .- Monitor: Address: 5/ y(o Suite #: 5 / ' 01,E 0 Contact Pe son: Special Instructions: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: 0 1- CepL'er 1-14 fa oIZ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ‘k, A----.-. s--____ Date: gi/9 %S--- 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 NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR SINGLE HEAD CALC SINGH TUKWILA HOME TUKWILLA, WASHINGTON FILE NUMBER N15051 DATE: 08/04/15 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: RESIDENTIAL .05 gpm/sq. ft. AREA OF APPLICATION: 1 HEADS sq. ft. COVERAGE PER SPRINKLER: 18 X 18 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm. TOTAL WATER REQUIRED (including hose): 17.0 gpm FLOW AND PRESSURE (@ BOR): 17.0 gpm @ 27.8 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: NORCOFP01510 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271) HRS SYSTEMS, INC. TUCKER, GA 30084 I ASHINOTOP STATE • ▪ CERTIFICATE OF COMPETENCY M s s s FIRE PROTECTION SPRINKLER SYSTEMS • ti Edwin P. Couar 4295 -0499 -CG Norco Fir. Pr • NORCOF Sigma !tore Gist Site• .. • s Level 3 '1 • •s SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/5/2015 C:\HASS\DATA\2015 CALCS\N15052 HARRY SINGH TUKWILA 2A.SDF JOB TITLE: N15052 HARRY SINGH TUKWILA NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REVD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) A 75.0 73.0 50.0 74.7 17.0 37.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 17.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 17.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 19.0 K= 4.90 12.0 17.0 2 19.4 - - - - 12.4 3 19.4 12.7 4 19.0 13.1 5 19.4 13.0 6 9.4 17.9 7 9.4 17.2 B 0.0 36.4 C 0.0 27.9 D 0.0 27.8 E 0.0 23.8 F 0.0 23.2 W 0.0 - - - - 22.8 A 0.0 SOURCE 37.7 17.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/5/2015 C:\HASS\DATA\2015 CALCS\N15052 HARRY SINGH TUKWILA 2A.SDF JOB TITLE: N15052 HARRY SINGH TUKWILA NFPA PIPE DATA 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) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 4.90 17.0 Disch 5.0 6.17 150 0.4 2 19.4 12.4 0.0 1.000 5.00 0.2 1 19.0 12.0 17.0 1.101 11.17 0.050 0.6 Pipe: 2 0.0 0.0 6.5 9.08 150 0.3 3 19.4 12.7 10.0 1.000 6.50 0.0 2 19.4 12.4 10.0 1.101 15.58 0.019 0.3 Pipe: 3 0.0 10.0 2 27.0 47.50 150 0.3 4 19.0 13.1 -6.8 7 1.000 27.00 -0.2 3 19.4 12.7 3.2 1.101 74.50 0.002 0.2 Pipe: 4 0.0 0.0 24.0 31.58 150 0.1 5 19.4 13.0 3.2 3 1.000 24.00 0.2 4 19.0 13.1 3.2 1.101 55.58 0.002 0.1 Pipe: 5 0.0 0.0 18.0 42.54 150 0.6 5 19.4 13.0 7.0 1.000 18.00 0.0 2 19.4 12.4 7.0 1.101 60.54 0.010 0.6 Pipe: 6 0.0 7.0 2 19.0 11.33 150 4.9 6 9.4 17.9 3.2 4 1.000 19.00 -4.3 5 19.4 13.0 10.2 1.101 30.33 0.020 0.6 Pipe: 7 0.0 10.0 2 12.0 9.12 150 4.5 7 9.4 17.2 -3.2 4 1.000 12.00 -4.3 3 19.4 12.7 6.8 1.101 21.12 0.009 0.2 Pipe: 8 0.0 0.0 23.0 32.62 150 0.7 6 9.4 17.9 6.8 3 1.000 23.00 0.0 7 9.4 17.2 6.8 1.101 75.62 0.009 0.7 Pipe: 9 0.0 6.8 7 12.0 3.00 150 4.8 W 0.0 22.8 10.2 5 1.000 12.00 -4.1 6 9.4 17.9 17.0 1.101 15.00 0.050 0.8 Pipe: 10 0.0 0.0 F 0.0 23.2 17.0 6 W 0.0 22.8 17.0 1.000 G: 2.0 1.101 6.00 150 0.4 2.00 0.0 8.00 0.050 0.4 Pipe: 11 0.0 0.0 80.00 150 0.6 E 0.0 23.8 17.0 W 1.500 0.00 0.0 F 0.0 23.2 17.0 1.610 80.00 0.008 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/5/2015 C:\HASS\DATA\2015 CALCS\N15052 HARRY SINGH TUKWILA 2A.SDF JOB TITLE: N15052 HARRY SINGH TUKWILA Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 Fixed Pressure Loss Device D 0.0 27.8 17.0 F 4.0 psi, 17.0 gpm E 0.0 23.8 17.0 Pipe: 13 0.0 0.0 C 0.0 27.9 17.0 E D 0.0 27.8 17.0 1.000 0.998 1.00 150 0.00 1.00 0.081 Pipe: 14 0.0 Fixed Pressure Loss Device B 0.0 36.4 17.0 D 8.5 psi, 17.0 gpm C 0.0 27.9 17.0 Pipe: 15 Source 0.0 A 0.0 37.7 17.0 C B 0.0 36.4 17.0 NOTES (HASS): 1.000 T: 5.9 0.998 10.00 150 5.93 15.93 0.081 (1) Calculations were performed by the HASS 8.5 computer program 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 0.005 gpm and a maximum imbalance at any node of 0.065 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.0 ft/sec at pipe 15. (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 74.20 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 0.1 0.0 0.1 1.3 0.0 1.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/5/2015 C:\HASS\DATA\2015 CALCS\N15052 HARRY SINGH TUKWILA 2A.SDF JOB TITLE: N15052 HARRY SINGH TUKWILA PAGE: * 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 0.998 1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84 3.92 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 ChkV1v 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) E L T R K C G 45 El Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 48'-0" 8'-0" .11 15'-6" 15'-6" 8'-0" 00 v, FAMILY ROC 1 ,1 3-312 3-0 041 1 DINING BATH 12-6 5-8 GUEST •fV 8'-0" 0 4'-01/2" PIPE SIZE inches Pipe Length 1'-8 1/2' N o N M rI 3/4" ' ?'-111/2" g 1 1" °1 M 6'-1" TO 12'-0" 0 00 111.1 KITCHEN FI HALL e tel 6'-0 1/2" M 6'-0 1/2' rl' 11. 7'-0" /c GARAGE 13-2 14'-2" • 012 7'-O" 6" ELECTRIC BCL_ WIRING AND CONDUIT BY OTHERS MAIN FLOOR SPRINKLER PIPING SCALE 1/8'=1'-0' 0 Without Comments $' As Noted in Re0 Per The Attached Letter The6e dans have been reviewed by The Tukwila F r Prevention Bureau for conformance with current Cit', standards. Acceptance is subject to errors and omissions which do not authorize -violations of-adopt V.;andardsand ordinances. The responsibility fnl the of design rests totally with the designer. adequacy of ' Additions, deletions or revisions to i;tlgt,e dnIw111 g; this date will void this accepta0ce and will r glll' e resubmittal Of revised drawings for subsequent ;al;i r ov. Final acceptance is subject to Held test and inspection The Tukwila Fire Prevention Bur -au. Date: l� f ( By: 4 btydPo reit;/ - k * 1 ow (vA,4- )4 -C, -sr • 2 X TRUSS OF ROOF FRAMING 2-38 ATTIC INSULATION 1E' DRYWALL 2'x6• BOTTOM TREATED • PLATE 10' x %' ANCHOR BOLTS 7' EMBEDMENT 7 TUKWILA A FIR PARTMENT c:?II 205-5754407 and Fire Permit No. 6'-ia,s' ..3nd exact acktmzs for shut- down or restos -* ;ion approval. OPEN TO ABOVE 45'-0" 6'-9" 5'-3" 8'-8" T-1" 7'-8 -4 RE SPRINKLER RISER L❑CATI❑N SECURE AGAINST UPWARD MOVEMENT 4 CLOSET 5'-1 1/2" 111 M 3-0 13-0 3-5 CLOSET- 6-2 5'-3" 12'-2 1/2" 11-10 9-9 Iv ASTER SUITE AIRS 15'-4 11 I, CLOSET H 1.1 1 4.1 O �N 5'-11 1/2" r 8'-1 1/2" • CLOSET NI 1.Z Zip ft ALL rel CLOSET 4. I LOFT 6'-8 1/2" 6'-11 1/2" 1 v, 2 9'-0" 5'-1" 9-512 8'-0 1/2" ENTRY 7'-4 1/2" 15'-11" UPPER FLOOR SPRINKLER PIPING SCALE ASTM F442 B RANC H tNEC PVC FLOOR C EILI FLOOR .li. FLOOR JOISTS FIRE SPRINKLER *NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER SEC URE AGAINST UPWARD MOVEMENT BASRIANC HT -NFC PVC C EILIhIG FIRE SPRINKLER *NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER FLOOR JOISTS b STEEL PIPE IIIA FINISHED GRADE rr W.LC. BEDROOM -3 EN1:1NURED TRUSSES R24 D,C, BY git M.BATH HEADERS. (SIZE DETERMINED BY OPENING WIDTH) STUDS 2X4 8 12'QC.• BEDROOM -2 Ai1W i4YiY✓Yi``Y4YAKOiWllA✓itWilW i`+Y✓ilWitW °AMfr �t►\/1> FAMILY ROOM 12' JOISTS DR - SIZE 01' LAI. AS NOTED BY ENGINEER TYP. Fl 002 f ONSTPUCTIDN. LLG vEA T.J.JOISTS% CROSS BRIDGING OR BLOCKING NOOK KITCHEN BATH j BATH cmc ME ROff 1X4 STRAPPING, BUILDING PAPER. RIDGE VENTING* UTTERS B LAZEMASTEM C PVC EMALE ADAPTER 6.53 A warning sign, with minimum I/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. * TYP. EXT. VALI T-DEEMBISOMMLLSIDING / BUD -DING WRAP , SHEATHING X6' STUDS 816' QC. R21 BATT INSULATION M 1 ACi D -FRAMING -INSULATION - VAPOUR BARRIER - DRYWALL wimp( CO NC. WALL DRAIN TILE '-6" -'-p0 (1) 04 CONTINUOUS MIEN REBAR 6(4) Y 48' QC. FOR CONSTRUCTION .HINT R-30 INSULATION 6 MIL BLAC VAPOR BARRIER Eau SECTION A SCALE'1/4'-1' FINISHED GRADE SEE TABLE BELOW FOR NUMBER OF HANGERS REQUIRED ASTM F442 C PVC B RANG HLINE* MINIMUM ALLOWABLE HANGERS PER LENGTH OF PIPE PIPE SIZE inches Pipe Length 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" 21/2" 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" * NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER ALLOWANCE FOR FRICTION LOSS IN C PVC FITTINGS (EXPRESSED IN EQUIVALENT FEET OF PIPE) FITTING PIPE DIAMETER 3/4" 1- 111/" 1 %2" 2" 2/„ 3" TEE B RANO -I 3 5 6 8 10 12 15 TEE 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 BLAZEMASTER© PIPE DIMENSIONS SDR 13.5 (ASTM F442) INC HES (MILLIMETERS) 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) .262 114" (32.0) 1.660 (42.2) 1.394 (35.4) .418 11 h" (40.0) 1.900 (48.3) 1.598 (40.6) .548 2" (50.0) 2.375 (60.3) 2.003 (50.9) .859 211" (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) X ASTM F442 C PVC / B RAMC HLINE* Y; CEILING FIRE SPRINKLER WOOD JOISTS *NSF INTERNATIONAL APPROVED FOR USE WITH POTABLE WATER 1' CPVC ADAPT TABLE 1 MAXIMUM SUPPORT SPACING DISTANCE END LINE SPRINKLER HEAD DROP ELBOW PIPE SIZE inches PIPE SIZE inches 607 to 120'F SYSTEM PRESSURE 0°F to 39'F < 100 psi > 100 psi 3/4" 45 min. 9" 6" 11/4" 1" 16 hr. 12" 9" 1.5 hr. 11/i" 120 hr. 16" 12" 36 hr. 11h"-3" 21/2" 24" 12" See Note 1 TABLE 2 MAXIMUM SUPPORT SPACING DISTANCE INLINE SPRINKLER HEAD DROP TEE PIPE SIZE inches PIPE SIZE inches 607 to 120'F SYSTEM PRESSURE 0°F to 39'F < 100 psi > 100 psi 3/4" 45 min. 4' 3' 11/4" 1" 16 hr. 5' 4' 1.5 hr. 1/ " 120 hr. 6' 5' 36 hr. 1 �/ "-3" 21/2" 7' 7' See Note 1 1' CPVC-2r- I' PVG-sr 1' CPVC PIPE --O 1' CPVC PIPE 1' CPVC PIPE t'BAKK! WDEVI AME 0 1' COPPER ADAPTER Finish Floor J 1' GALV STEEL 90' ANVED INSTALLATIUNIT TO BE BY OTHERS CENTRAL lidsN �tS�T/ �) Mit (4) SIGNS ON BODY DRAIN NORCO FIRE PROTECTION POINT OF CONNECTION 811TSIDE00 BUILDING 1' COPPER LINE RISER DETAIL stale 1/2'=1'-O' FIRE SPRINKLER C PVC DROP 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 FIRE SPRINKLER 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. CURE TIMES WITH ONE STEP SOLVENT CEMENT 200 psi (MAXIMUM) TEST PRESSURE PIPE SIZE inches Ambient Temperature During Cure Period 607 to 120'F 40`F to 597 0°F to 39'F 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 11/4" 1.5 hr. 16 hr. 120 hr. 1 y2" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See Note 1 21/2" 8 hr. 72 hr. See Note 1 3" 8 hr. 72 hr. See Note 1 Note 1 For these sizes, the solvent cement can be applied at temperatures below 32'F, however, the sprinkler system temperature must be raised to o temperature of 327 or above and allowed to cure per the above recommendations prior to pressure testing. CURE TIMES WITH ONE STEP SOLVENT CEMENT 200 psi (MAXIMUM) TEST PRESSURE PIPE SIZE inches Ambient Temperature During Cure Period 60T to 1207 40T to 597 07 to 397 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 11/4" 1.5 hr. 16 hr. 120 hr. 11h" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See Note 1 211" 8 hr. 72 hr. See Note 1 3" 8 hr. 72 hr. See Note 1 Note 1 For these sizes, the solvent cement can be applied at temperatures below 32'F, however, the sprinkler system temperature must be roised to a temperature of 32°F or above and allowed to cure per the above recommendations prior to pressure testing. PERMISSIBLE B ENDING DEFLECTIONS SDR 13.5 (73°F) (ONE END RESTRAINED) 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- 45.1- 70.5" 90.6" 125.4' 1" 1.0" 6.3" 12.3" 25.0" 36.0" 56.3" 72.3" 100.1' 11/" 0.8" 5.0'" 9.l"--19:8` 10.0' 28:5" 44.6" 57.3" 79.3" 1 Y2" 0.7", ; 4.3" 8.5" 17.3" 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" 2 1/2" 0.5- 2.9- 5.6" 1 1 .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" 2 d = 0.32t- D A A2 (D-203mm)+B s D 762mm SOFFIT FORMULA 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" 31/8" 19/16 13/16 51/2 1" 3 3/8" 1 11/16 1 3/16 6 11/4" 43/16" 23/32 13/16 61/2 1 1/2" 4 7/16' 2 7/32 1 3/16 7 2" 4 7/8" 2 7116 1 3/16 8 ) O ) SHB1 HEADSET HANGER 2 HOLE OFFSET HANGER B LAZEMASTERO PIPE SDR 13.5 (ASTM F442) 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) 11/" (32.0) 6.5' (2.0) 111" (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) PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73°F) (ONE END RESTRAINED) PIPE SIZE inches LENGTH OF RUN (L) IN FEET 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" 36.0" 56.3" 72.3" 100.1" 156.4" 225.2" 306.6" 400.4" - - 1114" 0.8" 5.0" 9.7" 19.8" 28.5" 44.6" 57.3" 79.3" 123.9" 178.4" 242.8" 317.2" 401.4" - 11h" 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" 21/2" 0.5" 2.9" 5.6" 11.4" 16.5" 25.8" 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 L2 FILE • OWNER INFORMATION NAME HARRY SINGH ADDRESS 4645 S 148TH ST TUKWILLA, WA 98178 PHONE 425-766-2500 FIRE DEPT INFORMATION NAME TUKWILA FIRE DEPT ADDRESS 444 ANDOVER PAARK EAST TUKWILA, WA 98188 PHONE 425-481-8827 WATER DEPT. INFORMATION NAME ADDRESS PHONE WATER INFORMATON STATIC 75 RESIDUAL 20 GPM 4856 MAIN SIZE 8" SOURCE AS BUILT DRAWING TUKWILLA WATER DEPT BUILDING INFORMATION SQ. -FT.- 4198 SQ.FT. TYPE Wood Frame OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID# 81250200238 I:o t. C. I ill iCT,lli�1 Br iI;,,E S68 Y'A17n n it I.ltll`• n'itlli15 Py Epllln;_Uil69is !;tllTltl�..!. VICINITY MAP NO SCALE WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Edwin P. Cogar 4295 -0499 -CO Level 3 Norco Fir+y,Proecti • In NOR Signature N S w,. ' 10' 12' 14' 16' 18' NOTES REVISIONS SPRINKLER SYMBOLS SYMBOLS LEGEND ® SYSTEMS RISER OA UPRIGHT OVER PENDE o RISE UP 25 PIPE SIZING e DROP DN fit\ HYDRAULIC CALC NOD 4-72 WAY EARTHQUAKE BRAC REVISION NUMBER 4 WAY EARTHQUAKE BRAC' ® GROOVED COUPLING \#01HANGER TYPE AND L❑CATj WELD TAG NUMBER O UPRIGHT HEAD OQ PENDENT HEAD D SIDE WALL HEAD BRANCH LINE NUMBER DATE DESCRIPTION BY JT E SYM CNT NAME METAL TEMP K NPT ❑RIF MFG. M❑DEL#ESCUT CONN. tl 26 CONCEALED WHITE 160 4.9 1/2" 7/16 RELIABLE RC 49 Defaul ID 4 DRY PEND WHITE 160 5.6 1° 1/2' RELIABLE F3 QR Defaul 39 TOTAL HEADS ON THIS PROJECT Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 SINGH TUKWILA HOUSE; 5146 S 172ND LANE TUKWILA, WASHINGTON CONTRACTOR: NORCO FIRE PROTETION, INC. PAID AUG =4'2O15 ./KINIL.A FRE PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. APPROVAL DRAWN BY SCALE DATE REVISED PLOTTED N15052 TUKWILLA FIRE ED COGAR 1/8" = 1'-0" 7/28/15 FP1of1