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HomeMy WebLinkAboutPP - 13827 MACADAM RD S - UNKNOWN - PERMITS AND PLANS13827 MACADAM RD S ASSOCIATED PERMITS 06-S-067 D04-257 06-S-065 Cizy of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief FILE COPY TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. UG 3' 7 J/yek, Cv.ce. �fown Project Name /ly v L Cr f iJo.7 k dzvltt' Address /38'/r 3.?02 %, /m22 i0,00, Suite # /4. Retain current inspection schedule Needs shift inspection X Approved without correction notice J-iyriro D.►Lj Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: /3p 1A10)4o !!!!._Zos,; /T-14, ST /1 nim Plow Th ,, Gds - �r;s /SV3o t 0414 gi/A07 Auth rized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P.' 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit. MAY 1 1 2001 ,DQ Y- Z$ 7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: , /� i �� J Sprinklers: Type of Insp � ion : G+ Address: /31?2 7 4y Suite #: p,,g1„l 444 Contact Person: Special Instructions: Occupancy Type: Phone No.: Thr --76G-` &7 Approved per applicable codes. riCorrections required prior to approval. COMMENTS: fipt I diC. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 54) f f$ Date: C -N7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 2_. INSPECTION NUMBER INSPECTION RECORD Retain a copy with per PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: / Type of Inspection: Address: /3$21 / itupoi i ,gyp S, Suite #: Contact Person: gyg7►/ Special Instructions: Phone No.: 253— 9.08- 5/)5 Approved per applicable codes. o ections required prior to approval. COMMENTS: - Z heap! -C to w - 4/1/ -- //bib RAW VED PIA//S aitrnrE h// &AT"- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: x/512 Date: y125%o? Hrs.: • 5 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 WASHINGTON FIRE SPRINKLER, inc. 3217 Meridian East, #C • Edgewood, WA 98371 • (253) 841-7665 • Fax: (253) 841-4450 PP F rntov Fire Protection Sprinkler System Hydraulic Calculations, Material Submittals Operation & Maintenance Manuals FOR KHAN RESIDENCE 13827 MACADAM ROAD SOUTH TUKWILA, WA EMERGENCY INFORMATION IN THE CASE OF FIRE AND/OR FLOODING DIAL 911 IMMEDIATELY MAINTENANCE AND INSPECTION OFFICE: (253) 841-7685 Fax: (253) 841-4450 L 7 I MAR 2 9 2006 T kw !a Fire WASHINGTON FIRE SPRINKLER INC. 3217 MERIDIAN EAST #C EDGEWOOD,WA 98371 PROJECT INFORMATION Job: KHAN RESIDENCE 13827 MACADAM ROAD S., TUKWILA, WA 98168 Occupancy: Area per Sprinkler: Sprinklers: Number of Sprinklers Calculated: Date:03/27/06 Job: KHAN NFPA-13D SINGLE FAMILY RESIDENCE 16' X 16' MAXIMUM RELIABLE RFC43 RESIDENTIAL PENDENT 2 Authority having Jurisdiction: NFPA-13D System type: WET Water Supply: Demand: Notes: FLAT CEILINGS 78.00 psi Static, 76.00 psi Residual 41.53 psi 53.22 psi 75.94 psi Demand is CALCULATION SUMMARY @ 26.4 gpm @ B.O.R. @ 26.4 gpm @ Supply available @ 26.4 gpm below curve by 22.72 psi QUESTIONS? TARA RUARK (253)875-1062 PROGRAM: 'HydroCalc' by Micro Space Systems 2344 W Prospect, Chelan, WA 98816 www.microspacesystems.com @ 26.0 gpm Water Availability Curve Beed o 8 8 R o (1Sd) emeseid 8 2 a O 2 cc c as tv u cc -o 0 O 43 0Em 0 ri) cc ■■ Page 2 Washington Fire Sprinkler Inc. Description of Fitting abbreviations Code Description PT Plastic Tee PE Plastic 90 degree Elbow PTR Plastic Tee flow thru run BKF Backflow preventor MTR Meter Loss Description of Other abbreviations Code Description DR Drop BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction A.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length . "KHAN 03/27/06 1:56pm Page 3 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations No. Code 1 2 3 4 5 6 7 8 9 DR1 BL1 BL2 CM1 CM1L CM1L CM2 RI1 UG1 KHAN RESIDENCE 13827 MACADAM ROAD S., TUKWILA, WA 98168 Raw data previous to any calculations Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.109 1.554 1.0 10.0 15.0 6.0 64.5 15.0 18.5 15.0 100.0 4.3 DR1 DR1 BL1 BL2 CM1 CM1L CM2 -6 RI1 -3 9.10 -1.00 0.0 150 0.00 0.00 0.0 150 0.00 0.00 0.0 150 0.00 0.00 0.0 150 0.00 -10.00 0.0 150 0.00 10.00 0.0 150 0.00 10.00 0.0 150 0.00 6.00 0.0 150 0.00 13.00 0.0 150 32 321PE 321PT,2PTR 321PT 321PE,5PT,2PTR 322PE,1PT 321PE,3PT,1PTR 321PT,4PE,1BKF 324PE,1PT,1MTR `KHAN • 03/27/06 1:56pm Page 4 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations Pipe No KHAN RESIDENCE 13827 MACADAM ROAD S., TUKWILA, WA 98168 Flow Dia Fitting Length Fr Loss Press Hyd Vel (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Drop 1 A 1.0 13.0=4.30(9..10)A.5 F 0.0 T 1.0 0.02948 1 13.0 1.11 PT PE PF PT K -factor for drop 1 = 13.0/(8.70)".5 = 4.41 at Hyd Ref Pts 2 3 Branchline No. 1 A 10.0 PT 13.0=4.41(8.70)".5 F 7.0 PE 2 13.0 1.11 1PE T 17.0 0.02960 PF PT 9.10 1 -0.43 0.03 8.70 2 4.31 Notes C = 150 (EL= -1.00 ft) B1 Jct 8.70 2 0.00 0.50 4.32 9.20 3 Cross K -factor for branchline no. 1 = 13.0/(9.20)^.5 = 4.29 Branchline No. 2 K=8.69=4.40+4.29 A 15.0 PT 26.4=8.69(9.20)A.5 F 7.0 PE 3 26.4 1.11 1PT 2PTR T 22.0 0.10955 PF PT K -factor for Cross main 1 9.20 3 0.00 2.41 11.61 C = 150 DR1 main Jct C = 150 DR1 + BL1 8.76 4 Cross main Jct branchline no. 2 = 26.4/(11.61)".5 = 7.75 A 6.0 PT 26.4=7.75(11.61)A.5 F 5.0 PE 4 26.4 1.11 1PT T 11.0 0.10978 PF PT 11.61 4 0.00 1.21 12.82 K -factor for Cross main 1 = 26.4/(12.82)^.5 = 7.37 Clockwise (K -Factor @ split=7.37 = A F 6 16.9 1.11 2PE 1PT T from CM1) 15.0 19.0 34.0 PT PE 0.04807 PF PT Counter -Clockwise (K -Factor @ split=7.37 from CM1) A 64.5 PT F 34.0 PE 5 9.5 1.11 1PE 5PT T 98.5 0.01659 PF 2PTR PT 12.82 4.33 1.63 18.78 12.82 4.33 1.63 18.78 7 C = 150 BL2 8.77 6 Cross main Jct C = 150 6 Split Point (EL= 10.00 ft) 5.61 7 Loop Jct C = 150 6 Split Point (EL= 10.00 ft) 3.16 (Balance Accuracy = 18.78 Loop Jct - 18.78 = 0.00) `KHAN 03/27/06 1:56pm Page 5 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations KHAN RESIDENCE 13827 MACADAM ROAD S., TUKWILA, WA 98168 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 2 C = 150 A 18.5 PT 18.78 7 Loop Jct 26.4=6.09(18.78)^.5 F 23.0 PE 4.33 (EL= 10.00 ft) 7 26.4 1.11 1PE 3PT T 41.5 0.10978 PF 4.56 8.77 1PTR PT 27.67 8 Top of Riser K -factor for Cross main 2 = 26.4/(27.67)^.5 = 5.02 Riser C = 150 A 15.0 PT 27.67 8 CM 2 F 33.0 PE 2.60 (EL= 6.00 ft) 8 26.4 1.11 1PT 4PE T 48.0 0.10978 PF 11.27 8.77 1BKF = 6.00# 1BKF PT 41.53 9 B.O.R. K -factor for Riser = 26.4/(41.53)A.5 = 4.10 Under ground C = 150 A 100.0 PT 41.53 9 B.O.R. F 44.0 PE 5.63 (EL= 13.00 ft) 9 26.4 1.55 4PE 1PT T 144.0 0.02123 PF 6.06 4.47 1MTR = 3.00# 1MTR PT 53.22 10 Supply Jct Available flow at 53.22 psi is 101.3 gpm which is 74.9 gpm from curve. Supply pressure available with 26.4 gpm flowing is 75.94 psi, thus system requirement is 22.72 psi below supply curve. (29.9%) 'KHAN 03/27/06 1:56pm Page 6 Washington Fire Sprinkler Inc.. Sprinkler Systems Hydraulic Flow Calculations KHAN RESIDENCE 13827 MACADAM ROAD S., TUKWILA, WA 98168 Node Detail Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 1 13.0 9.10 Orif= 4.30 38.00 2 [13.0] 8.70 K= 4.41 DR1 39.00 3 [26.4] 9.20 K= 8.69 DR1 + BL1 39.,00 4 [26.4] 11.61 K= 7.75 BL2 39.00 6 - 12.82 39.00 7 - 18.78 29.00 8 - 27.67 19.00 9 - 41.53 13.00 10 - 53.22 Supply 0.00 'KHAN 03/27/06 1:56pm Page 7 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations KHAN RESIDENCE 13827 MACADAM ROAD S., TUKWILA, WA 98168 Pipe Detail Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 1 1.11 1.0 1.0 -1.00 13.0 0.0295 0.03 4.3 1 2 9.10 8.70 2 1.11 10.0 17.0 0.00 13.0 0.0296 0.50 4.3 2 3 8.70 9.20 Fit= 7.0 1PE 3 1.11 15.0 22.0 0.00 26.4 0.1095 2.41 8.8 3 4 9.20 11.61 Fit= 7.0 1PT 2PTR 4 1.11 6.0 11.0 0.00 26.4 0.1098 1.21 8.8 4 6 11.61 12.82 Fit= 5.0 1PT 5 1.11 64.5 98.5 -10.00 9.5 0.0166 1.63 3.2 7 6 18.78 12.82 Fit= 34.0 1PE 5PT 2PTR 6 1.11 15.0 34.0 10.00 16.9 0.0481 1.63 5.6 6 7 12.82 18.78 Fit= 19.0 2PE 1PT 7 1.11 18.5 41.5 10.00 26.4 0.1098 4.56 8.8 7 8 18.78 27.67 Fit= 23.0 1PE 3PT 1PTR 8 1.11 15.0 48.0 6.00 26.4 0.1098 11.27 8.8 8 9 27.67 41.53 Fit= 33.0 1PT 4PE 1BKF 9 1.55 100.0 144.0 13.00 26.4 0.0212 6.06 4.5 9 10 41.53 53.22 Fit= 44.0 4PE 1PT 1MTR I ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and t omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. I Additions, deletions or revisions to these drawings after I this date will void thie,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 0 C - 8- 0 cP s By: 1 ,;' yy., Vy ,yev. t'4'; yti I / . / / / / /' ! ' i 6'4 / J / / , / : `S4.% ,, i r +' / i /� / : / i l j I / I J / i j / �/ /, _' i I ( ( l / / / ,.'5.4-V")"1.74/ 7s - c 1 .__::,.;.,../ --%• sF `fir�. ,� , (I 4.--::::- ' _ l uKWILA FIRE DEPARTMENT Please call: 575.44©7, • and give this job No. OC"S-O�s' and exact address for shut. own or restoration approvat7 %n 4 "s>.VV%j) RR ELEV. %EG DECK ROOFING PER 0P ER OVER U2' - APA RATED . EPX05URE 1' SHEATHING ON APPROVED PRE-ENGINEERED ROOF TRUSSES AT 24' O.G. WI 5/8' 61^113 AT CEILING —� PLATE LINE INSULATION TO BE TENTED OVER FIRE SPRINKLER PIPING BY OTHERS UPPER PLATE LINE PLATE LINE DEPRO0}4vz 2ND F.F. MASTER PLATE LINE ?AMILY ROOM / DINING 15r F.F. 1,JVING CONCRETE RETAINING WALL WITH WATERPROOFING. BACKFILL PER 501L5 ENGINEER'S RECOMMENDAT10N5 FF. AT FAMILY ROOM .511:111.T .2221:1 IMF FOOTING DRAIN PER 501L5 ENGINEERS - RECOM1 NDATIONS--o f --I Y GAR 5LAB Cti:GH POINT) 5 '6'0co -44, ?�r� . 6ARAGC —SLOPE 4' GONG. GARAGE SLAB V8' PER FOOT 4 3/4' APA RATED 'EXPOSURE 1' SHEATHING OVER 11-1/8' APPROVED PRE-ENGINEERED WOOD I-J015T5 IV V2' GM Al CEILING - TYPICAL PROVIDE 5/8' TYPE 'X' GWB 0 GARAGE CEILING (UBC SEG 302.4, EXG. 3) PROVIDE R-30 BATT INSULATIC IN FLOORS OVER GARGAE WOOD BRACKET 4' CONCRETE SLAB OYER 6 MIL • 2RIER OVER 4' 1 r `l KING MATERIAL . )RAIN PER SOILS ENGINEER5 RECOMMENDATIONS BUILDING SECTION 1 1 1 t •l i °/)<(,,*", ..41,,,-. I ; 13 4 s-.,. .,. t \r�j A / i NI i, c1s: ,•r I .'" + r see/ ej..A4 , a / 1 ; li .cis; „,-,,.. 1/ u..:::::<z¢:wc•c�'��• pxxx � �, ✓(1Mr: 2$:5 .t .� .ir,;• i 1 1 1 O u) o V) J.1 t.: • .t.. EXISTING WATER LINE. 4 CAST IRON PIPE INSTALLED 60 .YRS AGO (LOCATION AND DEPTH ARE APPROXIMATE AND SCALED FROM LOCATE PAINT MARKS. CONTRACTOI MUST VERIFY ACTUAL LOCATIONS.) EXISTING SSMH 30 'l.E.=i 10.55 S l.E.=110.55 N (LOCATION AND DEPTH ARE APPROXIMATE AND SCALED FROM SURVEY DRAWINGS. CONTRACTOR MUST VERIFY ACTUAL LOCATIC • • I fr 74 V/„Jy 114r_, 'I `,BSIit%;y 133.25 ,11�n/�fti4 t�( 148 1( `•Told LS1 15 I 4/J`, �' . / j.: T.) ,•?hiss. I t Reit4 I‹ i . :i \ II "---7"----) -- I "". / i/ % 12i�J. j w -"s �' / / f, /i/L--.1„...it,....,:s i / / i • . I %-• ;: SFO ---) 1 I j�/ , I !.f ;ice s_ t z t I a / I� 1 • i t,�+,+ �•;c,. I i 11\ t II els r -i 10 asie 20 40 • • t ,Of i 1 1 1 1 1 • PRA 1N VALVE . 2t�.4 UN I$TRUrI Mott JT CPVC HANGERS/ RESTRAINERS TYPICAL APPLICATIONS 1 RESTRAINER APPLICATION FILL 22 r. NOTES rIO. 24 FIB. 23 ALLTOLCO HANGERS / RESTRAINERS USED WITH CPVC PLASTIC PIPE CONFORM TO NFPA 13, 13R, & 13D. APPROVED FASTENERS ARE FURNISHED BY MANUFACTURER F10. 28 - WITH FIG.22, FIG.29 & FIG. 24. SURAE RESTRAINER BAND HANDER Ng ill 786 E. HARRISON STREET, CORONA, CALIFORNIA 91719 (909) 737-6599 FAX (909) 737-0330 (51 0) 7912832 1. The design is based on N.F.P.A. 13D and is hydraulically calculated for the mostdemanding2 fire sprinklers. 2. Maximum spacing for residential fire sprinklers is 16' x 16' and 8'-O" maximum from walls. If required, dry fire sprinklers to be spaced at 225 sq. ft. maximum and located 7'-6" maximum from walls. 3. Pipe and fittings to be CPVC unless noted otherwise. 4. Pipe size to -be 1" unless noted otherwise. 5. Pipe hanger type and spacing to be in accordance with N.F.P.A. 13D and the CPVC piping specifications. cpvc FE�MAL EE - ADAPTER 01 'I 'Teat- NIPPLE TYPICAL '3) PRESSURE GrALIGIE �•— WATERFLOW 5W ITC}4 .4,,.-- 1" 1 OtJet-E CHECK VAL</E 4SSEMBLy' ocvA T' 8s Mau NJ-rep N o LESS THAN) 1-0" orz No MORE "THAN 5!-0"1-1101+1 A50vE FLOOR W I`1 -W ALL F'oRTS Acc.E551 3Le 1I 1,0 1-131 oTH ERS COM61 N GP FIRE AND DO 4 T'!G • 14ATa-R SUPPLY FROM 5TReeT WY e -I-I RS RISER E ETAI i..� NTs tQ EO 0 =ROOM 443 -011 EQ. N 1 M DAIL YU. CLOSET 4'_2" SMOKE DETEGTOR -.110 VOLT INTERCONNECTED: WITH BA! ItRY BACKUP: - TYPIGAL B . (q) TREAD @ 10" EACH PROVIDE 11/2" DIA REMOTE AREA, HANDRAIL @ 34" ABOVE (FLAT CELL%Nt-�S.5 STAIR NOSING ON ONE SIDE - OF STAIR -TYPICAL SECOND- FLOOR PLAN u PATIO • 8'X10' - CONCRETE (q) TREAD © 10" , EACH 13/8": THICK, SEL' -CLOSING, TIGHTFITTING, 50,10 GORE MOOD: DOOR OR -LABELED SELF=GLO5INGI. T CHT -FITTING 20: MIN .DOOR -:(133. SEG 302.4, EXG. 3) SMOKE • p DETECTOR - 11 VOLT- • INTERGONNEGTE MTH BA i I tRY BACKUP TYPIGAL 144' :I tit sit- • t :I:; J :. PROVIDE I 1/2l' DIA - HANDRAIL: d 34' ABOVE - STAIR NOSING. ON ONE _ 5117E OF STAIR-TYPIGAL r WRAP .PDST.5: WITH_5/8" TYPE '.<' GWB AND . STAINLESS . STEL GORNcR . `6UARDS.T0: 12" :•AFFsP,R4 302.4, TT'p1GAL r: • I "FIRE SPRINKLER RISER - SEE DETAIL =:18" HIGH PLATFORM FOR 616%5 HWT .AND GA5. HEATER - .INST LL PER CODE AND MANUFAGTUP R'S -:RECOMMENDATIONS -- fi--PROVIDE 'SEISMIC; 4 :. • ..: STRAP PER GONE (3) .TREAD © 10" EAGH -r m • LINE OF STAIR'ABOVE 11470 BASEMENT FLOOR' PN • P o� • N 260 Fi'ROVIDE 1 I/2" DIA HANDRAIL 34" ABOVE STAIR NO511‘16 ON OE SIDE OF STAIR -TYPICAL RECT-VENT 6A5 akr DATIONS PINING • Noe lEARTH AND R OWNER FIRST FLOOR FLOOR AREA5 (as defined by IBG): SECOND FLOOR FIRST FLOOR BASEMENT GARAGE PORGH TOTAL 3,014 5.F. SPRINKLER HEADS Sym 0 Type Model K -Factor Temp CanopY RESIDENTIAL PENDENT RELIABLE RFC43 CONCEALED - WHITE PAID MAR 2 9 2006 Tukwila Fire AIA CONTRACTING r LOOP JOB: KHAN RESIDENCE 13827 MACADAM ROAD SOUTH, TUKWILA, WA. Quart 21 DATE: 3-24-2006 PARCEL NO. 322920-9149 DRAWN BY: TR REVISED: CONTRACTOR: WASHINGTON FIRE SPRINKLER, INC. 3217 MERIDIAN EAST # C, EDGEWOOD, WA 98371 Project Total STATE LICENSE NUMBER: DRAWING NUMBER: