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HomeMy WebLinkAboutPP - 17540 SOUTHCENTER PKWY - UNKNOWN - PERMITS AND PLANS17540 SOUTHCENTER PKWY ASSOCIATED PERMITS 97-S-160 90-0145 92-5-199 JOHN J. ABEL FIRE PROTECTION CO., INC. 4932 Pioneer RI • Bothell. WA 98012 (206)481-7669 FAX#: 481-8695 0 TUKWILA FIRE DPT. ILEUM VT iraaaacQoITaa OAT' r• NO 6/22/90 ♦TTCNT,ON Plan Review A' Parkway Playa Additions Bldgs. A & B 17500 Southcenter Parkway • 5 6/8/90 1 of 2 WSRB as.roved •lans for fire srotection WE ARE SENDING YOU 0 Attached 0 Under separate cover via ❑ Shop drawings ❑ Copy of letter o Prints ❑ Change order the following items: ❑ Plans 0 Samples 0 Specifications ❑ COPIES DATE NO. DESCRIPTION • 5 6/8/90 1 of 2 WSRB as.roved •lans for fire srotection THESE ARE TRANSMITTED as checked below: O Approved as submitted 0 Resubmit copies for approval ❑ Approved as noted 0 Submit copies for distribution ❑ Returned for corrections 0 Return corrected prints REMARKS ❑ For approval O For your use O As requested O For review and comment 0 O FOR BIOS DUE 19 0 PRINTS RETURNED AFTER LOAN TO US +UKWILA FIRE utl'AK I MEN I Pleas call: 57! .44.Q7 and give this job No. an exact address for shut - SIGNED: Sheet 1 of t HYDRAULIC CALCULATIONS ABEL. FIRE PROTECTION Date 06/08/90 Job_ _ PARKWAY PLAZA ADDITIONS BUILDINGS "A" & "B" 17500 SOUTHCENTER PARKWAY, TUKWILA, WA Authority having Jurisdiction WSRB Occupancy _ ORDINARY HAZARD GROUP II Density 0.13 gpm/sq.ft. Area of Application 3000 sq.ft. Coverage per Sprinkler 110 SQUARE FEET System type_, _ Wet Hose 150.0 gpm Inside Hose, 500.0 gpm Outside Hose Water Supply -_ 118.00 psi Static, 55.00 PSi Residual @ 3250.0 gprn Demand — — ^ 37.15 psi @ 594.1 gpm @ B.O.R. 37.89 psi @ 1244.,1 gpm @ Supply 107.34 psi available @ 1244.1 gpm Demand is below curve by 69.45 psi Sprinklers — — AUTOMATIC MODEL F 1/2" 7 UKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. Sheet 2 of 1 ABEL FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee VE Victaulic ninety degree elbow ALV Alarm valve GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple 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 Fitting equivalent pipe .length T Total pipe length am 03 3 N 3 Pressure (PSI) Fid, DJ LO ▪ U1 • NI CO tit F+ Shea C. 3 Of E Ito 51- . 1 r I t ♦• 1 1 1 i c ,rl �▪ •� 1 1 f r 1• 5 1 1 ` M Pl▪ . - n co ro V I'r z O N 1 crt No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 BL1 BL1 BL1 BL2 BL3 BL3 BL3 BL3 BL4 BL4 BL4 BL4 BL5 BL5 BL5 BL5 RN1 RN2 RN3 RN4 CM1 CM1 CM1 CM1 CM1 CM1 CM1 BU1 RI1 UG1 UG1 Sheet 4 of ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations PARKWAY PLAZA ADDITIONS BUILDINGS "A" & "B" 17500 SOUTHCENTER PARKWAY, TUKWILA, WA Raw data previous to any calculations Diam Length Kfacl Kfac2 Press Elev Hose HW Vel 1.049 10.0 5.6 1.049 10.0 5.6 1.380 7.5 5.6 1.049 2.5 5.6 1.049 6.0 5.6 1.049 10.0 5.6 1.380 10.0 5.6 1.380 7.5 5.6 1.049 8.0 5.6 1.049 10.0 5.6 1.380 10.0 5.6 1.380 7.5 5.6 1.049 9.0 5.6 1.049 10.0 5.6 1.380 10.0 5.6 1.380 7.5 5.6 1.380 1.0 BL1 1.380 1.0 BL2 1.380 1.0 BL2 1.380 1.0 BL2 4.260 9.0 RN1 4.260 9.8 RN1 4.260 10.0 RN1 4.260 10.6 RN2 4.260 10.0 RN3 4.260 10.6 RN4 4.260 34.8 RN4 4.260 4.5 CM1 4.260 14.5 BU1 5.890 15.0 RI1 0.000 0.0 BL2 BL3 BL4 BL5 7.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.50 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.0 500.0 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 140 140 20 20 20 1T 20 1T 20 20 20 20 1T 20 20 20 20 1T 20 20 20 20 1T 20 1T 20 1T 20 1T 1T 20 20 20 20 20 20 20 20 20 20 16 16 1T 1VE 1ALV,1GV 1UE,1UT1 Sheet 5 of 1 ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations PARKWAY PLAZA ADDITIONS BUILDINGS "A" & "B" 17500 SOUTHCENTER PARKWAY, TUKWILA, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Branchline No. 1 Notes C = 12C. A 10.0 PT 7.00 1 End heat 14.8=5.60(7.00)".5 F 0.0 PE 0.00 1 14.8 1.05 T 10.0 0.07470 PF 0.75 5.50 A 10.0 PT 7.75 2 15.6=5.60(7.75)-.5 F 0.0 PE 0.00 2 30.4 1.05 T 10.0 0.28240 PF 2.82 11.29 A 7.5 PT 10.57 3 18.2=5 60(10.57)".5 F 6.0 PE 0.00 3 48.6 1.38 1T T 13.5 0.17697 PF 2.39 10.43 PT 12.96 17 Ris.Nip. Jct K -factor for branchline no. 1 = 4.8.6/(12.96)".5 = 13.50 Branchline No. 2 C = 12C A 2.5 PT 7.00 4 End hear. 14.8=5.60(7.00)-.5 F 5.0 PE 0,00 4 14.8 1.05 1T T 7.5 0.07470 PF 0.56 5.50 PT 7.56 17 Ris.Nip. Jct K -factor for branchline no. 2 = 14.8/(7.56)-.5 = 5.38 at Hyd Ref Pts 17 18 19 20 Riser Nipple (Top of RN = Branchline 1 4 Branchline 2) C = 12C A 1.0 PT 12.96 17 BL1 + BLc 68.0=18.88(12.96)-.5 F 6.0 PE 0.43 (EL= 1.00 ft) 17 68.0 1.38 1T T 7.0 0.32909 PF 2.30 14.58 PT 15.70 21 Bot of R.nir K --factor for riser nipple = 68.0/(15.70).5 = 17.16 at Hyd Ref Pts 21 22 23 Branchline No. 3 A 6.0 PT 7.00 5 14.8=5.60(7.00)-.5 F 0.0 F'E 0.00 5 14.8 1.05 T 6.0 0.07470 PF 0.45 5.50 A 10.0 PT 7.45 6 15.3=5.60(7.45)^,5 F 0.0 PE 0.00 6 30.1 1.05 r 10.0 0.27721 PF 2.77 11.17 A 10.0 PT 10.22 7 17.9=5.60(10.22)-.5 F 0.0 PE 0.00 7 48.0 1.38 T 10.0 0.17289 PF 1.73 10.30 A 7.5 PT 11.95 8 19.4=5.60(11.95)'.5 F 6.0 PE 0.00 8 67.4 1.38 1T T 13.5 0.32358 PF 4.37 14.45 PT 16.32 18 K -factor for branchline no. 3 = 67..4/(16..32),5 = 16.69 C = 12C End hear Ris.Nip. Jct Sheet ea, of ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations PARKWAY PLAZA ADDITIONS BUILDINGS "A" & "B" 17500 SOUTHCENTER PARKWAY, TUKWILA, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Note:' Riser Nipple (Top of RN = Branchline 2 + Branchline 3) C = 12C A 1.0 PT 16.32 18 BL2 + BLZ 89.2=22.07(16.32)".5 F 6.0 PE 0.43 (EL= 1.00 ft) 18 89.2 1.38 1T T 7.0 0.54339 PP 3.80 19.12 PT 20.55 24 Bot of R.nir K -factor for riser nipple = 89.2/(20.55)".5 = 19.67 Branchline No. 4 C = 120 A 8.0 PT 7.00 9 End head 14.8=5.60(7.00)".5 F 0.0 PE 0.00 9 14.8 1.05 T 8.0 0.07470 PF 0.60 5.50 A 10.0 PT 7.60 10 15.4=5.60(7.60)".5 F 0.0 PE 0.00 10 30.3 1.05 T 10.0 0.27981 PF 2.80 11.23 A 10.0 PT 10.40 11 18.1=5.60(10.40)".5 F 0.0 PE 0.00 11 48.3 1.38 T 10.0 0.17493 PF 1.75 10.36 A 7.5 PT 12.15 12 19.5=5.60(12.15)".5 F 6.0 PE 0.00 12 67.8 1.38 1T T 13.5 0.32772 PF 4.42 14.55 PT 16.57 19 Ris.Nip. Jct K -factor for branchline no. 4 = 67.8/(16.57)",5 = 16.66 Riser Nipple (Top of RN = Branchline 2 + Branchline 4) C = 120 A 1.0 / PT 16.57 19 BL2 + BL4 89.7=22.04(16.57)".5 F 6.0 PE 0.43 (EL= 1.00 ft) 19 89.7 1.38 1T T 7.0 0.54978 PF 3.85 19.24 PT 20.85 25 Bot of R, nip K -factor for riser nipple = 89.7/(20.85)".5 = 19.64 Branchline No. 5 14.8=5.60(7.00)-.5 13 14.8 1.05 A F T A 15.5=5.60(7.67)".5 T A 18.1=5.60(10.48)".5 F 15 48.5 1.38 T A 19.6=5.60(12.24)".5 F 16 68.1 1.38 1T `T' 14 30.3 1.05 9.0 PT 7.00 13 0.0 PE 0.00 9.0 0.07470 PF 0.67 10.0 PT 7.67 14 0.0 PE 0.00 10.0 0.28111 PF 2.81 10.0 PT 10.48 15 0.0 PE 0.00 10.0 0.17595 PF 1.76 7.5 PT 12.24 16 6.0 PE 0.00 13.5 0.32978 PF 4,45 PT 16.69 20 K -factor for branchline no. 5 _: 68.1/(16.69)-.5 = 16.67 5.50 11.26 10.39 14.60 C = 120 End head Ris.Nip. Jct Sheet 7 of 4y ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations PARKWAY PLAZA ADDITIONS BUILDINGS "A" & "B" 17500 SOUTHCENTER PARKWAY, TUKWILA, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser Nipple (Top of RN = Branchline 2 + Branchline 5) C = 120 _.._ A 1.0 PT 16.70 20 BL2 + BL$ 90.1=22.05(16.70)-.5 F 6.0 PE 0.43 (EL= 1.00 ft) 20 90.1 1.38 1T T 7.0 0.55414 PF 3.88 19.33 PT 21.01 26 Bot of R.nip K -factor for riser nipple = 90.1/(21.01)-.5 = 19.66 at Hyd Ref Pts 26 27 ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations PARKWAY PLAZA ADDITIONS BUILDINGS "A" & "B" 17500 SOUTHCENTER PARKWAY, TUKWILA, WA Pipe Flow Dia Fitting No (gpm) (inch) and Dev Cross main 1 (Beginning Sheet So Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) pressure A F T A F T A T A F T A T A F T A F T 77.5=17.16(20.39)-.5 21 77.5 4.26 77.5=17.16(20.40)-.5 22 155.0 4.26 77.7=17.16(20.46)".5 23 232.7 4.26 89.3=19.67(20.60).5 24 322.0 4.26 89.7=19.64(20.85)^.5 25 411.7 4.26 90.6=19.66(21.23)-.5 26 502.3 4.26 91.8=19.66(21.82)-.5 27 594.1 4.26 1T increased due to Hyd Ref Pt 9.0 0.0 9.0 9.8 0.0 9.8 10.0 0.0 10.0 10.6 0.0 10.6 10.0 0.0 10.0 10. 6 0.0 10.6 34. 8 26.3 61.1 PT PE 0.00173 PF PT PE 0.00625 PF PT PE 0.01324 PF PT PE 0.02415 PF PT PE 0.03805 PF PT PE 0.05497 PF PT PE 0.07499 PF PT 20.39 21 0.00 0.02 20.40 22 0.00 0.06 20.46 23 0.00 0.13 20.60 24 0.00 0.26 20.85 25 0.00 0.38 21.23 26 0.00 0..JC 21.82 27 0.00 4.58 26.40 28 K -factor for Cross main 1 = 594.1/(26.40)x.5 = 115.62 25) 1.74 3.49 5.24 7.25 9.27 11.31 13.37 Note. C = 120 RN#1.7 RN#17 RN#17 RN#18 RN#1', RN#20 RN#20 Bulk Jct Sheet 1 of ABEL FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations PARKWAY PLAZA ADDITIONS BUILDINGS "A" & "B" 17500 SOUTHCENTER PARKWAY, TUKWILA, WA Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 A 4.5 PT 26.40 28 CM 1 594.1=115.62(26.40)^.5 F 9.0 PE 0.00 28 594.1 4.26 1VE T 13.5 0.07500 PF 1.01 13.37 PT 27.41 29 Top of Riser Riser 29 594.1 Under ground C = 120 A 14.5 PT 27.41 29 F 31.6 PE 6.28 (EL= 14.50 ft) 4.26 1ALV 1GV T 46.1 0.07500 PF 3.46 13.37 PT 37.15 30 B.O.R. C = 140 A 15.0 PT 37.15 30 150.0 gpm = Hose F 27.0 PE 0.00 30 744.1 5.89 1UE 1UT1 T 42.0 0.01765 PF 0.74 8.76 PT 37.89 31 Supply Jct Hose = 500.0 gpm at Hyd Ref Pt. 31 for a total flow of 1244.1 gpm. Available flow at 37.89 psi is 3700.7 gpm which is 2456.6 gpm from curve. Supply pressure available with 1244.1 gpm flowing is 107.34 psi, thus system requirement is 69.45 psi below supply curve. (64.7%) - A - EXISTING INSP TEST lenoiede uo4eiorei 10 mop -1114S J04 sseippe 1.1exe pue 414 sitn :mg pus LOWILS (Meld .I.N3141.1ANd3C1 3HIA vummnx b/Q-r/.9 948CI news uoqueneid eitj auj Aq uoqoadsut pue Ise) pleti ol paps si eoueideooe few_ lenaidde luenbesqns Jo j sButmalp pesinei o temwqnsa e emnbaJ ipnft pue eoueideooe stql pion um amp sit Jew stuisnalp eseu4 SUOISIAal JO suoqelep Jsuoqipp Jeueisep GL p gym Allem slsal uBtsep Jo Aoenbep eta Jo; Amosuodsai eta seoueutpto pus spiepuer peidopelo suoqesmn ezuoqine pu op uolqm suoissluir pue MOO ol pains si eoueldeoov spiepueis Apo wauno Lop eoueLwojuoonj neame uoquenaki efinvini atm Aq pa/Aetna' ueeq eneu sueld eseqi i9i191 Peq3eaLie PeU ul Pe40N sV squetuwo3 inoumm a31d30 LAG BOLT & SIDE BM BRACKET HEX NUT & /FLAT WASHER \--ALL THREAD ROD - PIPE RING A\GF TAIL' CEILING (° ° °)'"-FLANGE 'T'—.FASTENER \-ALL THREAD ROD 3-1IJ RING TIE-IN AT EXIS 2 1/2" CAP (1YP 2 PLACES) 1••••••.1 GER ETAIL GE \PAL NOTES 1 THIS TENANT IMPROVEMENT TO THE EXISTING FIRE SPRINKLER SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE WITH N F P A. #13 2 ALL NEW HEADS TO BE ADDED BY TIE-INS TO EXISTING MAINS AND PIPED PER N F P A. #13, LIGHT HAZARD PIPE SCHEDULE 3 RELOCATED SPRINKLERS TO BE PIPED FROM EXIST 1" OUTLEST 4 THE NEW PIPING SHALL BE BLACK SCH 40 STEEL WITH CAST IRON FITTINGS AND / OR "POZ-LOK" PIPING AND FITTINGS 5 ALL NEW PIPING TO BE HUNG FROM EXISTING ROOF STRUCTURE WITH S B B 3/8" A T R & RING PER N FP A #13 OR CEILING FLG (SEE HANGER DETAILS) 6 ALL MATERIALS TO BE NEW AND U L APPROVED • St- 1 1 11/4 COJ 1 0 SYM3OL LEGE DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES \ID AN EXISTING 1/2" 212UPRIGHT SPRI,NKLER AN EXISTING 1/2" 165' PENDENT A NEW 1/2" 165' PENDENT TO BE ADDED OR RELOCATED A PIPE HANGER A FLEX COUPUNG A ZERO FLEX COUPLING EXISTING SPRINKLER PIPING • • 2'-0" A F F • • Ji JUN 2 7 1997 OVERHEAD PIPI\IG PLAN EXIST RISER EFLECTED CEILING PLAN SEDINT PCS 17540 SOUTHCENTER PKWY 670 SOUTH LUCILE STREET P 9. BOX 81246 SEATTLE, WA. 98108 (206) 762-1450 SAFI:1111 ORG BY S PARFITT ril2U3 No. 13 Eye Rod Hangers ▪ Hanger Rings /Anchors: UL Listed & FM Approved R Hanger Rods / Fasteners: Comply with NFPA 13 ■ Machine Thread Rods Only ■ Finishes: O Standard Components 0 All Galvanized Components 0 No. 131 for Wood 2 `,0,Nroore- 0 0 No. 132 for Brick Components 1. Eye Rod 2. Flat Washer 3. Hex Head Cap Screw 4. Adjustable Hanger Ring 5. Drop-in Anchor 6. Hex Head Lag Screw 7. Expansion Case 8. Lock Washer 9. Hex Nut 0 No. 133 for Cone ete ❑ No. 134 for Steel ' NFPA 13 sets minimum distances for placement of fasteners above the bottom of beams or joists. Wood: 2W' (64 mm) minimum for branch lines (pipe sizes 2" & smaller) 3" (76 mm) minimum for mains (pipe sizes 21/4" & larger) Concrete: Distance as required to place the fastener above the centerline of tie beam or above the bottom reinforcement steel. • up RLL HRL.IL C RTTRCHE� T,.D EXF tuL. .301r C2.xC_� 0 IFW FI R R RLL RLE 178 = 1 - 5PP1t1F4L.ER REIIAe.-E M. €a F eLirz. 1ca5` 1/2- TaTRL • 2A CAIN LARY 1-11a2RR7 AL MR TEP/RI L" UE► -1 L! -L. F {-.1 fi=F:>F. FEIN APE: -2rt -1-L t ITHRU r -.iO POTHER-ROEMER, INC. Subsidiary of Jay R Smith Mfg Co 1---' K ----� TRIMLESS 1.2 SEMI -RECESSED t. -K --i 0 ' K-� SURFACE FOR USE WITH • 1Y:" FIRE HOSE RACK ASSEMBLY FUNCTION: 1000 Series cabinets accommodate a single 1 t "fire hose rack assembly with either linen, PR -Flex or PR -Super Flex hose REGULARLY FURNISHED: 20 gauge white baked enamel steel box, 20 gauge tubular steel door with 18 gauge frame with a continuous steel hinge (brass pin) Steel _ corner seams welded and ground smooth. Door and Frame finished with a baked -on grey prime coat. Wall mounting and size of cabinet as selected by Figure Number. - - OPTIONAL MATERIALS: Door and Frame available in aluminum or stainless steel Refer to page 5 ORDERING INFORMATION • Select cabinet figure number • Select cabinet door style (Refer to page 6) • Select type of hose rack assembly , (Refer to 2000 Section) • When a 5 lb ABC fire extinguisher is required, specify with Fig 3005 SPECIFICATION: Provide and install where indicated on drawings Potter -Roemer Fig No - Fire Hose Cabinet with Door Style Suffix containing Fig No. Fire Hose Rack Assembly Note- 1000 Series cabinets will accommodate a 5 Ib ABC Fire Extinguisher when required Flg No p; t1 zl ivif F Album* Ili WAX CAPACITY , %i nn 1�., tea/ :',4r "�`^9'e? 1=Allsx ax 4. , ;, =YZBai_ . _ ' - 3 l •Overall -1.:: _ f -frame*:- 2-H:.::+�'-9 Wall Opening wired;;, i. � ' cp: - � ' ins,„. _�7 ��,�,.u�'-- ;tatr 1� ” ► ¢: 1002 Recessed 75' 50' 24 30 51 2734 3334 25 31 6 gi, 4 23; 1004 Recessed 100' 75' 24 36 51h 2734 3934 25 37 6 % 4 2'4 1006 Recessed 100' 100' 24 40 5/ 2731 4334 25 41 6 % 4 234 1012 Tnmless 75' 50' 24 30 51/2 27 33 25 31 614 - 4 23; 1014 Tnmless 100' 75' 24 36 51 27 39 25 37 634 - 4 234 1016 Tnmless 100' 100' 24 40 5/ 27 43 25 41 634 - 4 23, 1022 Semi -Recessed 75' 50' 24 30 5/ 271 331 25 31 4 2 4 234 1024 Semi -Recessed 100' 75' 24 36 51 27/ 391 25 37 4 2 4 2304 1026 Semi -Recessed 100' 100' 24 40 51 27/ 431 25 41 4 2 4 234 1052 Surface 75' 50' 26 32 6 - - - - - 6 - - 1054 Surface 100' 75' 26 38 6 - - - - - 6 - - 1056 Surface 100' 100' 26 42 6 - - - - - 6 - - 8 ALL DoMCNSIONS N INCHES *NOTE: FOR ALUMAA M CAIVIEtS DEDUCT FROM OVERALL F RAM DIMENSIONS H & 0 1"FOR RECESSED AND % FOR SEMIf2ECESSED - 0 P r: T 1 La -4 JAFCO *ILO �I11!iW�l��� •��,,• ?• �f B E t' / • ACCEPTED 4411 OUT COMMENTS. [] AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwil1 Fire Dedt. Aiditians, deletions or rerla,:3 t3 t3 these it :wings after this date will void t'1i; i; e ,tan,- an 1 will require a resuar:ilttJ of re,,isea drdwings. Fln ii ' cce )€,nce 13 SuYle t to I lel �- Ins; rc 1.3h of a re,JCesentative of tris de;: r -ant DATE, YA-2.. BY: CITY OF TUKWILA 5/5.440/ :57 1 e' --- FlLE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. i—s / and exact address for shut- down or restoration approval. ADD l— -1S " f4aCk 2_ JOHN J. ABEL FIRE PROTECTION 4932 PIONEER RD BOTHELL WA 98012 481-7669 :L^IFIL_L PAPERS TO L,U PRR1•C WR Y . PL RZ R 50UTH -=Q-11 1 'JUTHCEt.1TEt . I -44=541-1R/ SUl�htlLR_� 1-f SEiJRNT tF-1 -c /i-:Et.tT rff DATE:12 '4 "CU DRAWN: 1-'P SHEET 1 OF 11 • • d" A .S AREA 55' t H 551 V „e-- EX/5 T/NCF- WAREPCLIrE SYSTEM lye 3 3 3,900 Sr +ADD1'?ufi_-__ _ k. V vs r— EX. -1 vl 2 A2 2 z -- - a: / r ..t r K. > • 111 .c--, 'll 1 i 1 ' 11 ti --- r R. FL`s rN E: RETAIL. TC RE Rb LGCATED t! 1 .+ 1 JUN201990 As meeting requirements of this Bureau rot classification as spnnklered: however, system changes or additions aarecre recommended thence applies attacplans ed sheet(s) will result in improved rates. pancy shown thereon. st s - � for admitted and for construction and hoot uctividor.e. ___ ______ _ _______ All comments and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates They are not to be con- strued as bearing in any way upon the question of whether "due care' has been exercised with respect to posseabit `,, for personalwn- fdamage to prosect ' recog' •„l, resultay in loss still exist • 13E6T RETAIL e" 1 -+ ,,i i. ..1 If'1 r 1;,5 EZ 11101‘, SvS TE J NR 55' 55' y':TEM Ne _—____..._ 3g'c' _S_r' +ADCITIOIV _-- -- - — •p �- PE LOCATE PHR 1'ti 2 z Z 2. essr.• ro, raw eL.' LO C Are L E.SO TN R I$E'R 3 , P 'ASR • rocz NOSr PICT' A'JD WALL 11 1 Li' /' "J 7 J -- I BE PE LOCATE D 1k • \i • • VALVE. , WMG ABANDON' EV. 10" C1P • \ �-- A EAfJDON U. r. PIPE A FTE r 171SE : HAVE BEEN RE L.IO(A 11r'D 1 - AND PLACED 11'1 SEkvICF'• ADDI T/O N' TGA --E X157: BU/L DING e" t? � Not" kisc▪ s .A,Vs • �a 0 , - t. 11.1CLUDE WALL P1V'S, ALARM AND ray,' STCI/£! 1 1 NE,A' LOCATIONS fl S/STEM NP 3,-JArC-r>.RETAIL 5'fST£A1 AND j�11C1:E-- RAC k P' -A R '3 wl TH WALL •c'/.Y 1_ - - -� r•V /0" M J. P1 vG + - - �•°1t T a\0�,o.� ego 56:tI ,4 j�`1 • • EXISTING 'SILO BLDG —1-_- EXtS'etNGTEST' BLDG 1 1 4 • SO 4 I tAGE /fie 41. 11 r 4, 1► NEW ADV I,'"IOt11\ BUILDING -6g 4 • /0 "C/F • • o' cPEn'S Ex. F/RE HYDRAN lr 7b BE RE L Dc6TED Tri THE WE sr •6' M,.1. riot' ILL h x. Filets. HYDRANT TC SE ISL LGAT?!D TC TH' WEST C1 -NENW LOCATION C FOR FIRE HYDRANT },FX. 1411 SECTIONAL P1 ✓ S 71-4E HE V4' /O" C / t' ZJtA 7LSTL-D PE AIF f'rota LI, 7LST CERT,r1C/rTE r$1 vek. /Fr TNlS TEST. INSr4L . 1T'Y'(� F_CD/Yh.M( .411 T+ NF. PIC. PAMPdLET • NES 10" CI? b EX. 10" SECTIONAL TV SE w REL.0c4T1-0 /do SEcnavAL P,IY• FSE LOCATEO FIRE HYDRANT A SITE PLAN SCALE' r/i&" 1=-0" t \,JATEI. FLOW INFO. STATIC IMPS Lt OPtL Z-SPS1 - FLOWING "3"2 -.TO Ca. PM • EXISTING PARKWAY PLAZA .OUTN BLDG r 1 . bLoG e _ G` 1 .1Ew como NEW RETAIL BLOCS --s* • REFERENCE-S1TE PLAN CITY OF TUKWILA1/43 575-42,07 TUKWILA FERE DEPARTMENT, a -c) this xis JUN 2 '-1*2 ILI:0 -ill: i- 17,017.m.lirlfrir-73: Aihyy 0 417.1 41 6,4u. o N,.=_ 01, 11. tZ'" C Z6C5 o p 1 1 cn CO PH. (206) 481-7669 Date- 06-08-90 Scale: NOTED Drawn: R.L. Sheet 1 OF 2 40'-0" NEW CORRIDOR 3/x 3/x 1 (32)' 40'-0" NOTE: 1.1 ALL LINES. MAINS AND UPRIGHT SPRINKLERS ARE EXISTING... 2. NEW DRY PENDENTS ARE TO BE ADDED TO EXISTING 1" PLUGS } C 3/x 3/x 31x 3/x 0 pet t Vt OW/ 3/x C 3/x 31x 4 c C 3i/x C 31/2x 3/x C 3/x 3/x 3/x 3/x q 4x NEW DRY PENFN 4 8x 8x 3/x - t HANGERS 1. - EYE COUPUNG, ROD AND RING FOR LINES AND INTERMEDIATE HANGERS ON MAINS - 2. - U -HOOKS FOR MAINS AT GLULAM BEAMS fro v kg_ coyly kle, j-g-kl`l; 15 } 3/x COVERED WALKWAY - NO WORK THIS AREA (EXISTING SPRINKLERS NOT SHOWN) NOTE: 1. ALL LINES, MAINS AND UPRIGHT SPRINKLERS ARE EXISTING... 2 NEW DRY PENDENTS ARE TO BE ADDED TO EXISTING 1' PLUGS BREEZEWAY ADDITION SPRINKLER PIPING PLAN SCALE 118" = '-0" GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. X13 - WSRB AND CITY OF TUKWILA REQUIREMENTS. 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL PAINTING OF PIPE. FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER PIPING AND HEAD LOCATIONS ARE DIAGRAMMATIC - ACTUAL FIELD CONDITIONS MAY VARY. 8 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .13 G.P.M. FOR THE MOST REMOTE 3000 S.F. 9 ORDINARY HAZARD OCCUPANCY - 130 S F./SPRINKLER MAXIMUM 10 1" - 2" PIPING TO BE SCHED 40 2-1/2" AND ABOVE TO BE THINWALL F Ii1C FLANGE FLEX COUP O 0 1 0) t r 5-9" 4'-0" 5'-3 V" 10'-O" 5-312" 5-314" 10'-0" 5-3 12" 5-3 12" 10,-0" SEE SHT. 1 OF 2 FOR CONTINUATION Q 4x 16 4x 16 8022' Q 3 B(X) O N 4 4x 16 140 4x 16 Ir 9 6x 16 0 4 1-0 21' GRV. CAPPED OUTLET O., 4 N i n 3-7 7-0 0 22:__A- BOD 2"_- B0D TYP. 0 7 0 ¢ MAIN 0 36' 800 0,0 cv 4 c4 n 0 2/' V. CAPPED OUTLET 6x 16 0 1 FLEX COUPUNG 4'- csi 5-0 ' 4-0 3- 4 N 2-9 4 GG a 4 16 214" GRV CAPPED 6x 16 ! 16 O UTLET , O t 015 A 22.- BOD TYP. 4 5' -3 14" 1 5'-3 14" 04 0 O,0 2-2W N 4 r r REMOTE AREA 14 O .13/3000 S.F. 6x 16 6x 16 E 4' AUTOMATIC MOD 363 GxG ALARM VALVE - - 4r NRS GATE VALVE FOR P.I. Ir c,(e..a.ADAN RISER DETAIL / SEFCTION 'A' SECTION 'B' SI1ILAR 1/2" = SPRINKLERS r _cks2, Y �a0 41. 0 6x 16 '0 rn 00 n 5'-3 1i" 4•-5" 9'-O" '-5" N 4 4 4 1-9/\ °10 4 N 0 Oa 0 © Q` BOD TYP ax 16 g MAIN 0 36' BOD Ou 0,0 4 4 Nti--6 9-8/ 4-6 4-6/ rL 21' GRV. CAPPED Oo OUTLET 6x 16 n a, 3 0®2 A 40 rn / x¢022;� Qr:\BOD TYP. Q t.11 o�i ut) 'N 0 22' - BOO TYP. Q i Blix T2 -G UE J4 O , !6' 4x 16 —4x-16 4x 16 4x 16 ACCEPTED Immo unrii3iono tc SEATTLE WASH JUN 201990 As meeting requirements of this bureau tor classification as spnnktered; however, system changes or additions as recommended on the attached sheet(s) will result in improved rates. Acceptance applies to plans as submitted and for construction and occupancy shown thereon. famstad installation subject to inspection for hrwi ai e. All comments and acceptances relate exclusively to relative effect of various conditions upon fire insurance rates The to be con- strued as bearing in any way upon the question of wh theraret"due care" has been exercised with respect to posse' • h bill for personalin- jury or damage to property 1 r og , • - result in loss still exist res whi , „ay SYM DESCRIPTION TEMP QTY O AUTOMATIC MOD 'F' BRASS UPRIGHT 1/2" 165' 78 • % CENTRAL MOD A-1 CHROME RECESSED 1/2" DRY PENDENT 165` 11 I TOTAL THIS SHEET : 89 GENERA LEGEND -3 EARTHQUAKE BRACING PIPE HANGER GROOVED COUPLING RIGID COUPUNG CAP -E PLUG CENTERLINE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD 1_J BOD BOB BOJ FOS FOW FACE OF WALL FOC AFF CH R.C. F E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPUNG OUTLET COUPLING WELDED OUTLET 'FIT' FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO "GT") THREAD/"FIT" (ALSO "FxT') ALL -THREAD ROD N N FACE OF E)QTSING BUILDING 4it t6 4% ADDITION "B" SPRINKLER PIPING PLAN SCALE 1/8' = 1'-0' 6'-1" SEE SHT. 1 OF 2 c.,(FOR CONTINUATION co M GONG - 4x 6 4x 6 _- 4x 16 f^� 4x 61 4x 6 v 1_ _ ` _ 2x 8 - - _51fix1614- _ I 5 e 02-6 tV `o' N 1V40 1 7-2 ! 9-1014 ID oo x 7-2 1 9-1014 6Ycx 36" io t(, 1 O 9-101/21 11 9-f10/ IO I co I i N x 1 Y4 -6 cc 2x 8 JJSTS 2'-O'0 C.(TYP) r 9-10Y 414 1 2-6= 7-2 1 9-10142 dl 6Y4x 36' 11 9- 1014 1 1 14,i --- i o0 z m 2-6 .4. 4-6 2-6 TOE 4x 6 11 1 7-2 - 1 9-10/ m� irImak / 1V4 O/ 1 9-10/ co 4x 6 4x 6 i 1 0 63/4x 18" 4x 6 1 TOE 4x 16 Sr IA, 1 EXISTING BUILDING X 4 - 4 a1 I (rn'be,(o1^1- -?}` S { ADDIlloN s'A" SPRINKLER PIPING PLAN —C (7 0 0 O _1 • 9, PIONEER ROAD CO CD CO CO CN Date. 6/08/90 Drawn: RI. Sheet. 2 OF 2