Loading...
HomeMy WebLinkAboutPP - 13821 MACADAM RD S - UNKNOWN - PERMITS AND PLANS13821 MACADAM RD S ASSOCIATED PERMITS 06-S-066 D04-255 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit MAY 1 1 200? Qct PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: A4 14 n On/ , Type of Inspection: / /re..- 7 • hea. l Fire Alarm: Address: l 346" Z / in4Cp90,944 ed Suite #: Contact Person: Pre -Fire: Special Instructions: Phone No.: L/2 -C.- 7G' '- ?8 -7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r�na l G Z. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,.5219 /yam Date: 5JJ7o7 Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with p APR 3 u 2007 7704-ZSS cue--S—Ob6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: Type of Inspection: a?es .�P,e,r0K1el, Address: aft, /' *q Suite #: gD ,S, Contact Person: '2Y09-"/ Special Instructions: Occupancy Type: Phone No.: ZS3- y'SS- 3//5_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2 4-6041 now 'TS r Alai) 4rfiididoii A 15 ,A1-, pi/ (/ur Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 414/5/Z Date: 5//zg hi- Hrs.: y 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 '1/ 6WASHIINIBTCONII FIRE SPRINKLER, inc. 3217 Meridian East, #C • Edgewood, WA 98371 • (253) 841-7665 • Fax: (253) 841-4450 FILE COPY Fire Protection Sprinkler System Hydraulic Calculations, Material Submittals Operation & Maintenance Manuals FOR KHAN LOT NO. 1 RESIDENCE 13821 MACADAM ROAD SOUTH TUKWI LA, WA EMERGENCY INFORMATION IN THE CASE OF FIRE AND/OR FLOODING DIAL 911 IMMEDIATELY MAINTENANCE AND INSPECTION OFFICE: (253) 841-7665 Fax: (253) 841-4450 4-41 MAR 2 9 2006 W' z WASHINGTON FIRE SPRINKLER INC. 3217 MERIDIAN EAST #C EDGEWOOD,WA 98371 PROJECT INFORMATION Job: KHAN LOT NO. 1 RESIDENCE 13821 MACADAM ROAD S., TUKWILA, WA 98168 Occupancy: Area per Sprinkler: Sprinklers: Number of Sprinklers Calculated: Authority having Jurisdiction: System type: WET Water Supply: Demand: Notes: FLAT CEILINGS Date:03/27/06 Job: KHAN1 NFPA-13D SINGLE FAMILY RESIDENCE 16' X 16' MAXIMUM RELIABLE RFC43 RESIDENTIAL PENDENT 2 NFPA-13D 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 l e6ed 8 8 (tSd) eJnsseId 8 0 8 8 0 8 g. 03 11 rs 11 3 0 32 co 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 ".5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length 1CHAN1, 03/27/06 1:58pm 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 13821 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 KHAN1 03/27/06 1:58pm Page 4 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations KHAN RESIDENCE 13821 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 Drop i C = 150 A 1.0 PT 9.10 1 13.0=4.30(9.10)^.5 F 0.0 PE -0.43 (EL= -1.00 ft) 1 13.0 1.11 T 1.0 0.02948 PF 0.03 4.31 PT 8.70 2 B1 Jct K -factor for drop 1 = 13.0/(8.70)^.5 = 4.41 at Hyd Ref Pts 2 3 Branchline No. 1 C = 150 A 10.0 PT 8.70 2 DR1 13.0=4.41(8.70)^.5 F 7.0 PE 0.00 2 13.0 1.11 1PE T 17.0 0.02960 PF 0.50 4.32 PT 9.20 3 Cross main Jct K -factor for branchline no. 1 = 13.0/(9.20)^.5 = 4.29 Branchline No. 2 C = 150 K=8.69=4.40+4.29 A ' 15.0 PT 9.20 3 DR1 + BL1 26.4=8.69(9.20)^.5 F 7.0 PE 0.00 3 26.4 1.11 1PT 2PTR T 22.0 0.10955 PF 2.41 8.76 PT 11.61 4 Cross main Jct K -factor for branchline no. 2 = 26.4/(11.61)^.5 = 7.75 Cross main 1 C = 150 A 6.0 PT 11.61 4 BL2 26.4=7.75(11.61)".5 F 5.0 PE 0.00 4 26.4 1.11 1PT T 11.0 0.10978 PF_ 1.21 8.77 PT 12.82 6 Cross main Jct K -factor for Cross main 1 = 26.4/(12.82)".5 = 7.37 Clockwise (K -Factor @ split='7.37 from CM1) C = 150 A 15.0 PT 12.82 6 Split Point F 19.0 PE 4.33 (EL= 10.00 ft) 6 16.9 1.11 2PE 1PT T 34.0 0.04807 PF 1.63 5.61 t PT 18.78 7 Loop Jct Counter -Clockwise (K -Factor @ split=7.37 from CM1) C = 150 A 64.5 PT 12.82 6 Split Point F 34.0 PE 4.33 (EL= 10.00 ft) 5 9.5 1.11 1PE 5PT T 98.5 0.01659 PF 1.63 3.16 2PTR PT 18.78 7 Loop Jct (Balance Accuracy = 18.78 - 18.78 = 0.00) CHAN1 03/27/06 1:58pm Page 5 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations KHAN RESIDENCE 13821 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)^.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%) KHAN1 03/27/06 1:58pm Page 6 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations KHAN RESIDENCE 13821 MACADAM ROAD S., TUKWILA, WA 98168 Node Detail Discharge Pressure Outlet Elevation (psi) K -Value Source (ft) Comments Node (gpm) 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 KHAN1 03/27/06 1:58pm Page 7 Washington Fire Sprinkler Inc. Sprinkler Systems Hydraulic Flow Calculations KHAN RESIDENCE 13821 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 EPTE Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conform nce with current city standards. Acceptance is subject to errors and , om scions which do net authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with ;lie designer. Additions, deletions. or revi:.. oris to these drawings after this date will void thi€,acceptarlce and wi i 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: c l ` • - Okp By: Au, 4``, 6.1 WKWILA FIRE DEPARTME Please call: 575.4407, and give this job No. oc-,3-04( and exact address for shute down or restoration approval!: T i / / / / i • ; 1 Ss. , % r i / / / , / <.;, / 1,s jI l'• ;' /�;� ; 1I J / / i i ' ' ;' r 1:24 vii. , ' /`'C f / # 6.71" :44 TED DECK ROOFING PER OMER OVER V2° - APA RATED ' EPXOSURE 1' SHEATHING ON APPROVED PRE-ENGINEERED ROOF TRIYl.,E5 AT 24' O.G. Pi/ 5/8' GWB AT CEILING PLATE LINE a) _ 2ND F.F. PLATE LINE BEDROOM *2 INSULATION TO BE TENTED OVER FIRE SPRINKLER PIPING BY OTHERS FAMILY ROOM /DINING IST F.F. LING • CONCRETE RETAINING hALL WITH I^IATERPROOFING. BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS FF. AT FAMILY ROOM FAMILY ROOM st FOOTING DRAIN PER SOILS ENGINEERS- REGOMVENDATIOHS --c GAR SLAB # (HIGH POINT) 4' CONCRETE SLAB OVER Et MIL uzIER OVER 4' NINO MATERIAL )RAIN PER SOILS ENGINEERS RECOMMENDATIONS 1 GARASte SLOPE 4' CONC. GARAGE SLAB V8' PER FOOT PLATE LINE 4 3/4' APA RATED 'EXPOSURE I' SHEATHING OVER II -1/8' APPROVED PRE-ENGINEERED WOOD I -JOISTS W/ I/2' GM Al CEILING - TYPICAL PROVIDE 5/S' TYPE 'X' GWB 0 GARAGE CEILING (UBC SEG 302.4, EXG. 3) PROVIDE R-30 BATT INSULATIC IN FLOORS OVER GAREAE WOOD BRACKET BUILDING SECTION 1 1 Nog 1 1 \.) 4 I �'(.rd�•�• I HagsF• AVAjL4BLZI I I 1 1 \� .. .•1� Rill„\=132 IE=xxx .... .. j ,,,,,,,,1 1 !SEE \ # l 120.• .1 II i \\ ' j i i J / 1 • /. ) \ 0 10 1"=20' 20 40 t 11 /.1:-,,. I i 1 ria 7' 't`�`c>�tt).''/ 11 },� ‘11.1 / i I \I 1S1 1 1 t 1 t EXISTING WATER LINE. 4 CAST IRON PIPE INSTALLED 60 YRS AGO (LOCATION AND DEPTH ARE APPROXIMATE AND SCALED FROM LOCATE PAINT MARKS. CONTRACT(); MUST VERIFY ACTUAL LOCATIONS.) EXISTING SSMH 30 I.E.=110.55 S I.E.=110.55 N (LOCATION AND DEPTH ARE APPROXIMATE AND SCALED FROM SURVEY DRAWINGS. CONTRACTOR MUST VERIFY ACTUAL LOCATIc r PRA 1 t 1 Vat -VE 41.0 I k uN IsrRUr1 MOUNT NOTES CPVC HANGERS / RESTRAINERS TYPICAL APPLICATIONS HANGER APPLICATION 1 RESTRAINER APPLICATION F13.22 FIO. 24 Fla. 23 ALLTOLCO HANGERS / RESTRAINERS USED WITH CPVC PLASTIC PIPE CONFORM TO NFPA 13,138, & 130. APPROVED FASTENERS ARE FURNISHED BY MANUFACTURER P10. 25 - WITH FIG. 22, F1G. 23 & FIG. 24. SURGE RESTRAINER 796 E. HARRISON STREET, CORONA, CALIFORNIA 91719 (909) 737-5599 FAX (909) 737-0330 (510) 791-2632 1. The design is based on N.F.P.A. 13D and is hydraulically calculated for the most demanding 2 fire sprinklers. 2. Maximum spacing for residential fire sprinklers is 16' x 16' and 81-0” 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. c pv• FI*MAL E ADAPTER 0/ 3 • Te61.. NIPPLE. LTV' (GA L, ') PRESSURE 4AU67E WATERFLo SW rick �-� In DotiBLE CHECK VALVE ,24.SSEMBLI' ©CVA To BE. Mau NTE•2 t2't 0 �. 4 o Less THAN I -o" on No moRE F-13 014ERS ter! oII HIC2N ,t'+,Poo EA Y FL©oR 141-r14 ALL Pa RTS AC ce5$ I' L E- COMi3I NEP FIRE ANP DC�MEST'IG l A -r Fz SUPPLY FROM STikeeT B'Y 9THGRS RISER DETAIL NTS L EQ. EQ. 0 =ROOM 4t3 (0" O BROOM_#4, FROOM #2 WAR, sATM OO O 131-2. CM IL ti 'foo v esiAI. CLOSET 41_211 SMOKE DETECTOR -.110 VOLT INTERGONNEGTED: WITH BA i 11 RY BACKUP - T .PIGAL B (q) TREAD @ IO" EACH PROVIDE 11/2" DIA, REMOTE AREA HANDRAIL 0 3411 ABOVE (FLAT CEILINS) STAIR NOSING ON ONE SIDE . OF STAIR -TYPICAL SECOND FLOOR FLAN PATIO 1**• S'XIO' CONCRETE FAMILY / I�ININCa 13-449`\ CM{L - 2268 1 U: •!I LOW WALL PROVIDE I I/2'=. DIA. HANDRAIL:® 34" ABOVE STAR NOSING -ON ONE SIDE OF STAIR -TYPICAL T (q) TREAD © 10" EACH 30. THICK, 5E TIGHTFITTING, 11000: DOOR 0 SELF-CLOSING;: 20: MIN ; DOOR .( 302.4, EXG. 3) WRAP POSTS: WITH 5/5" TYPE '; AND : STAINLESS STEEL CORN GUARDS TO 12--AFFAN E EXC. 3) .- TT"pIGAL MOO to PROVIDE I.1/2' DIA. HANDRAIL ® 34" ABOVE STAIR NOSING. ON ONE SIDE OF STAIR -TYPICAL ' GWB =R 302.4, SMOKE 0 DETECTOR - 1I VOLT INTERGONNEGTE IIITH BATTERY BACKUP TYPICAL I FIRE SPRINKLER RISER — SEE DETAIL IB' HIGH PLATFORM FOR G145 HINT r1ND GAS:. HEATER - INST LL PER CODE AND MANUFAGIUR'S RECOMMENDATIONS- I PROVIDE 'SEISMIC 'STRAP -PER CODE LINE OF STAIR ABOVE Sym 0 Type FIRST FLOOR FLOOR AREAS (as defined by IBC): SECOND FLOOR 1,021 S.F. FIRST FLOOR 1,017• S.F. BASEMENT • 254. S.F. GARAGE : 660 5.F. PORCH 32 5.F. RESIDENTIAL PENDENT TOTAL 3,014 S.F. SPRINKLER HEADS Model RELIABLE RFC43 K Factor 4.3K Temp 165° Canopy CONCEALED — WHITE Quan 21 Project Total 2.1 PAID MAR 2 9 2006 On" - Tukwila Fire 3aoo AIA CONTRACTING JOB: KHAN LOT NO. 1 RESIDENCE 13821 MACADAM ROAD SOUTH, TUKWILA, WA. SCALE: IA" = 11-0" DATE: 3-24-2006 PARCEL NO. 322920-0010 1" LOOP DRAWN BY: TR REVISED: CONTRACTOR: WASHINGTON FIRE SPRINKLER, INC. 3217 MERIDIAN EAST # C, EDGEWOOD, WA 98371 STATE LICENSE NUMBER: DRAWING NUMBER: