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HomeMy WebLinkAboutPP - 3415 S 140TH ST - RESIDENCE - PERMITS AND PLANS3415 S 140TH ST ASSOCIATED PERMITS 09-S-094 NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY,WA 98038 HYDRAULIC CALCULATIONS FOR HANSEL RESIDENCE TUKWILLA, WA FILE NUMBER:N09014 DATE: 6/01/09 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: RESIDENTIAL .05 gpm/sq. ft. AREA OF APPLICATION: 2 HEAD CALC COVERAGE PER SPRINKLER: 16 X 16 Sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 26.4 gpm @ 44.54 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR ATTTT-T(WTTV HAVTM( .TTTRTgfTf TTnM. TTIVWTT.T.A FTRF. TIF.PAPTMF.MT DATE: 6/8/2009 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS\DATA\2009 CALCS\N09014.SDF JOB TITLE: HANSEL RESIDENCE WATER SUPPLY ANALYSIS E a O O o o � w 0 W a Q. O 0 m -.i U) -,-1 U) 0 0 •0 0 ro 4) 0. O. tP• a U o moo moo w ro a, mN 0. E N a) w a � $4 MI CO C] W m 'O m 0 N aa) O. 34O m rn •rl a. 0 >i M b� LO CO CO •• ON a) a Available %/ %/ O 0 O 0 —o 0 O — CO 0 O r- 0 —0 0 —o u) o —o ,--1 N 0 0 co 0 0 co 0 0 O O 0 O 0 0 O 0 co l- l0 L() .cr re) N r•1 0 0 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 •DATE: 6/8/2009 C:\HASS\DATA\2009 CALCS\N09014.SDF JOB TITLE: HANSEL 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 60.0 58.0 50.0 59.4 26.4 44.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 19.0 K= 4.90 7.0 13.0 2 19.4 - - - - 7.5 3 19.0 K= 4.90 7.4 13.4 4 19.4 - - - - 7.5 5 19.4 8.0 6 19.4 8.0 7 9.4 14.0 W 9.4 16.7 B 0.0 39.8 C 0.0 31.3 D 0.0 29.2 E 2.0 24.5 F 2.0 - - - - 21.0 A 0.0 SOURCE 44.5 26.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 •DATE: 6/8/2009 C:\HASS\DATA\2009 CALCS\N09014.SDF JOB TITLE: HANSEL RESIDENCE 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) r 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 7.5 0.0 1 19.0 7.0 13.0 Pipe: 2 4.90 13.4 Disch 4 19.4 7.5 0.0 3 19.0 7.4 13.4 Pipe: 3 0.0 0.0 2 19.4 7.5 2.0 4 19.4 7.5 2.0 Pipe: 4 0.0 0.0 5 19.4 8.0 11.4 4 19.4 7.5 11.4 Pipe: 5 0.0 15.0 2 5 19.4 8.0 -14.6 7 6 19.4 8.0 0.4 Pipe: 6 0.0 2.0 4 6 19.4 8.0 13.0 1 2 19.4 7.5 15.0 Pipe: 7 0.0 15.0 2 7 9.4 14.0 -0.4 5 6 19.4 8.0 14.6 Pipe: 8 0.0 0.4 6 7 9.4 14.0 11.4 4 5 19.4 8.0 11.7 Pipe: 9 0.0 11.7 5 W 9.4 16.7 14.6 6 7 9.4 14.0 26.4 Pipe: 10 0.0 0.0 F 2.0 21.0 26.4 7 W 9.4 16.7 26.4 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 1.049 12.0 5.0 13.5 6.5 35.0 6.5 20.0 25.0 15.5 10.04 150 12.00 22.04 0.031 3.04 150 5.00 8.04 0.032 19.00 150 13.50 32.50 0.001 15.67 150 6.50 22.17 0.024 56.12 150 35.00 91.12 0.000 5.91 150 6.50 12.41 0.040 22.04 150 20.00 42.04 0.038 37.79 150 25.00 62.79 0.025 8.69 150 15.50 24.19 0.113 5.00 120 0.00 5.00 0.217 Pipe: 11 0.0 Fixed Pressure Loss Device E 2.0 24.5 26.4 W 3.5 psi, 26.4 gpm F 2.0 21.0 26.4 0.5 0.2 0.7 0.1 0.2 0.3 0.0 0.0 0.0 0.5 0.0 0.5 0.0 0.0 0.0 0.5 0.0 0.5 5.9 -4.3 1.6 5.9 - 4.3 1.6 2.7 0.0 2.7 4.3 - 3.2 1.1 Pipe: 12 0.0 0.0 16.00 150 4.7 D 0.0 29.2 26.4 F 1.000 2E: 5 4.74 -0.9 E 2.0 24.5 26.4 0.998 20.74 0.183 3.8 Pipe: 13 0.0 0.0 120.00 150 2.1 C 0.0 31.3 26.4 E 1.500 0.00 0.0 D 0.0 29.2 26.4 1.610 120.00 0.018 2.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 •DATE: 6/8/2009 C:\HASS\DATA\2009 CALCS\N09014.SDF JOB TITLE: HANSEL 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 39.8 26.4 D 8.5 psi, 26.4 gpm C 0.0 31.3 26.4 Pipe: 15 Source 0.0 A 0.0 44.5 26.4 C B 0.0 39.8 26.4 NOTES (HASS): 20.00 150 1.000 T: 6 5.93 0.998 25.93 0.183 (1) Calculations were performed by the HASS 7 9 computer program under license no. 50110271 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (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 0.020 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.8 ft/sec at pipe 12. 4.7 0.0 4.7 11'-51/2" 2'-0" 40'-0" 13'-0" 2'-0" 17'-0" 4'-11 1/2" 12'-5" 13'-9" 7'-10 1/2" NOOK KITCHEN FAMILY ROOM ��JQQ4Q- � o�Q- FP 0-5 M 5'-4" 6-6'2 4'-32'-6 4-111 5'-7 1/2" DINING ROOM 7'-0 1/2" io Al 11-8 6'41 1/2" G6 5-1012 2-0 5-1012 4-912 /N� rt 8'-41/2" rL N / 6'-6" LAUN )RY rer FIRE SPRINKLER RISER 2'-51/2"!" I IVING ROOM 1" CPVC ADAPTER 15'-0" 5'-0" / / 1 • 4'-6" V7 N r. 10'-0" 4'-6" GARAGF "---- 6" electric bell 20'-0" 40'-O" 1" CPVC 1" STEEL PIPE 1" STEEL PIPE 1" STEEL PIPE 1" BACKFLOW DEVICE AMES 1" COPPER ADAPTER Finish Floor II711 MAIN FLOOR PLAN SCALE: 1/8" - 1'-0" 1" GALV STEEL 90° EL CTRIC BELL WIRING AND CONDUIT AND INSTALLATION TO BE BY OTHERS RELIABLp RISE MANIFOLD W/: 1 D Air ANNDTEST 3 PR SSURE GAUGE 4 SIGN$ ON BODY DRA11J NORCO FIRE PROTECTION POINT OF CONNECTION DRAIN TO DISCHARGE OUTSIE OF BUILDING N E Riser Detail scale 1/2"=1'-0" S 10' 12' 14' 16' 18' 1" COPPER LINE NOTES SYMBOLS LEGEND O SYSTEMS RISER o RISE UP o DROP DN 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE GROOVED COUPLING \#01 HANGER TYPE AND LOCATIO o UPRIGHT HEAD C PENDENT HEAD D SIDE WALL HEAD OA 25 38 INSUL 1/2" GWS AT WALLS AND cOUNGS BEDRM 2 21 INSUL .-R-30 INSUL STUDY -30 INSUL ( UPRIGHT OVER PENDENT PIPE SIZING HYDRAULIC CALC NODE REVISION NUMBER Q BRANCH LINE NUMBER TAT> WELD TAG NUMBER COVER GRADE V1H 6 MIL BLACK VAPOR BARRER DATE) ROOF FRAMING PER FRAMING PLANS HALL -I ALL WIC 11 7 40'-0" 12'-6" 11'-0" 16'-6" 5'-11 1/2" 6'-0 1/2" 5'-9 1/2" 4'-9" 7'-9 1/2" 7'-9 1/2" M M M 5'-5 1/2"- `S'-51/22" 6'-9 14" MASTER 5-0-- 8-0 LOFT 7'-11 1/2" OPEN 100 ;er 1 BEDROOM 7' 6'-1" 1 6'-21/V" HIS r."" HFRS ti 2-612 8'-0" 2'-11" BEDROOM 4 KITCHEN M. BATH MIN. 18' CLEARANCE TO BOTT. OF FIR JSTS MIL. 12• CLEARANCE 70 8017. OF BEMIS BUILDING SECTION SIMULAR SCALE = 1/4" =1'-0" REVISIONS DESCRIPTION 10-3 OPEN 12-g12 7'-2 1/2" 1112 8'-8 1/2" BONUS ROOM 2'-9 1/2" 14'-5" 2'-6" UPPER FLOOR TOP OF PLATE UPPER FLOOR TOP OF PLYWOOD MAIN FLOOR TOP OFF PLATE MAIN FLOOR TOP OF PLYWOOD EVER FLOOR PLAN SCALE: 1/8" LL- 1'-O" M CC O Without Comments fid As Noted in Red © Per The Attached Letter These plans ha, reviewed by The Tukwila Fire Prevention Bureau ,,r conformance with current City standards. Accep .r l iu, ia, subje t to errors and omissions which do not authorize aoialations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the .designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test arrlliitt> ,,t~tion by The Tukwila Fire Prevention Bureau. Date: c/A2/ 0 l By: - rI6w (hvtk4+? {streciv,y4.(1 - 1-1•1400 ret;j t-Grl • .11, s4c, r t C\ r cer°+q r.cvA s i 5� a0- tit he per MP i m 1) 0 5c3(5) 1tntw1LA FIRE DEF`/ la Y Please call: 575.4407, and give this job S- e 1 tf and exact address for shuts flown or rastratIon approvat SEE TABLE BELOW FOR NUMBER OF HANGERS REQUIRED `-ASTM F442 CPVC BRANCHLINE * 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" 114" 0'-0" TO 6'-6" 6'-7" TO 13'-0" 13'-1" TO 19'-6" 11/4" 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,x" 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 CURE TIMES WITH ONE STEP SOLVENT CEMENT 200 psi (MAXIMUM) TEST PRESSURE PIPE SIZE inches Ambient Temperature During Cure Period 60'F to 120'F 40'F to 59'F OT to 39'F 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 114" 1.5 hr. 16 hr. 120 hr. 1114" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See Note 1 2144" 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 327, however, the sprinkler system temperature must be raised to a temperature of 327 or above and allowed to cure per the above recommendations prior to pressure testing. PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73T) (BOTH ENDS RESTRAINED) PIPE SIZE inches LENGTH OF RUN (L) IN FEET 2' 5' 7' 10' 12' 15' 17' 20' 3/4" 0.3" 2.0" 3.8" 7.8" 11.3" 17.6" 22.6" 31.3" 1" 0.3" 1.6" 3.1" 6.3" 9.0" 14.1" 18.1" 25.0" 114" 0.2" 1.2" 2.4" 5.0" 7.1" 11.2" 14.3" 19.8" 11/4" 0.2" 1.1" 2.1" 4.3" 6.2" 9.7" 12.5" 17.3" 2" 0.1" 0.9" 1.7" 3.5" 5.0" 7.8" 10.0" 13.9" 235" 0.1" 0.7" 1.4" 2.9" 4.1" 6.4" 8.3" 11.4" 3" 0.1" 0.6" 1.2" 2.4" 3.4" 5.3" 6.8" 9.4" d = 0.0823 D2 130 BLAZEMASTER PIPE DIMENSIONS SDR 13.5 (ASTM F442) INCHES (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 11/4" (40.0) 1.900 (48.3) 1.598 (40.6) .548 2" (50.0) 2.375 (60.3) 2.003 (50.9) .859 21/4" (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 GENERAL NOTES 1. System to be designed to N.F.P.A. #13D, 200Z 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 are to be steel. 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 shall 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. Sprinkler may be omitted from attic spaces with no FAU units or used for storage. 17. Sprinklers may be omitted from closets less than 3'0" in depth or not over 24 sq. ft. 415 5140th St, Seat 3415 5 140th St Seattle, WA 98168 Tukwila VICINITY MAP NO SCALE N S 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" - - 114" 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" - 1l/4" 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" 21/4" 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" L2 D E BLAZEMASTER 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) 134" (32.0) 6.5' (2.0) 11/4" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 21/4" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) 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 13/16 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 7/16 1 3/16 8 O < O < > O > O SHB1 HEADSET HANGER FILE COPY TABLE 1 MAXIMUM SUPPORT SPACING DISTANCE END LINE SPRINKLER HEAD DROP ELBOW PIPE SIZE inches SYSTEM PRESSURE < 100 psi > 100 psi 3/4" 9" 6" 1" 12" 9" 134" 16" 12" 1114"-3" 24" 12" TABLE 2 MAXIMUM SUPPORT SPACING DISTANCE INLINE SPRINKLER HEAD DROP TEE PIPE SIZE inches SYSTEM PRESSURE < 100 psi > 100 psi 3/4" 4' 3' 1" 5' 4' 134" 6' 5' 134"-3" 7' 7' OWNER INFORMATION NAME HANSEL CONSTRUCTION ADDRESS 16234 15TH AVE SW BURIEN, WA 98166 PHONE 206-246-5680 FIRE DEPT INFORMATION NAME TUKWILA FIRE DEPT ADDRESS Wood Frame GPM PHONE METER SIZE WATER DEPT. INFORMATION NAME ADDRESS PHONE WATER INFORMATON STATIC NAME RESIDUAL Wood Frame GPM Residential METER SIZE MFG. SOURCE ESCUT BUILDING INFORMATION SQ. FT. NAME TYPE Wood Frame OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID#152304931107 BY SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. (1 21 CONCEALED WHITE 165 4.9 1/2" 7/16 RELIABLE RFC 49 Defaul tit 4 DRY PEND. WHITE 165 5.6 1/2" 1/2" RELIABLE F3QR Defaul ORCO Fire Protection, Inc. PO Box 363 • Ravensdale, WA 96051 425-432-725Q HANSEL hESIDENGE 3415 S 140TH STREET TUKWILA, WASHINGTON CONTRACTQR; NORCO FIRE PROTECTION, INC. PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. APPROVAL 99000 TUKWILA DRAWN BY SCALE DATE REVISED PLOTTED '1 7 r 1'. ED COGAR 1/8" 11_0" 05/29/09 FP1Qf1 II,.