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HomeMy WebLinkAboutPP - 17372 SOUTHCENTER PKWY - Zany Brainy - PERMITS AND PLANS17372 SOUTHCENTER PKWY ASSOCIATED PERMITS 99-F-395 84-011 99-S-306 CI3-42 sc Pc.)/ Battery calculation worksheet Auxiliary devices - • • ' Note: Urny add ausilierictrnent jf SWI 12 is OFF. (Auxiliary annul stays on after AC power failure Device type Quantity Auxiliary current (mA) TotaU device Total Aux. A (mA) NAC devices • ' Note: Use strope 20.4 V current ratingfoq satSolations. Device type Qty Alarm current (mA) Total alarm (Hr) Supervisory battery required (mAHr) = ...? ...1 q i GT I Z. 1-51 --SA E (Hr) cr 0 10 2 4,':)Ze.,41 7 Total NAC Alarm Current .2/4 2, n B (mA) Supervisory current 70 + A (if SW1-12 = OFF) = 7Q (mA) Supervisory Hours (i.e. 24,60) X . (Hr) Supervisory battery required (mAHr) = • 2, C (mAHr) Alarm Minutes (i.e. 5 min) = D (min) Alarm Hours (D/60) E (Hr) (mA) Alarm current 190 + A (if SVV1-12 = OFF) + B - • 2, Alarm Hours X . E (Hr) Alarm battery requi et(rnAHr) = 1,9.4.4-4 F (mAHr) Total Battery Requirement Total Amp -Hour Battery Size f(1.11 x C) + (2 x F)1= 1000 10 AH Max A*1 Booster Power Supply Manual h • OL1.PF-6 pATRIOT RE PROTECTION 11-342 sc PLuJu\ 2707 70TH TACOMA TE F NUE EAST DESIGN INFORMATION SHEET NAME ZWE{ LOCATION MU -1M S,,At c.►JTEc. BUILDING CONTRACTOR PRTl-ToT FLS ?ROIL CALCULATED BY CLTN c C.Av k wvgvie mtnoN(, CONSTRUCTION: • ONCOMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY R CTAT t. 4140 Dec0011) DATE SYSTEM NO. CONTRACT NO IZ' H1(05 - DRAWING 1(05DRAWING NO Ft") -1 4 F RZ CEILING HEIGHT-V•t\&--I., FT ISYSTEM DESIGN 13: 231 OTHER 0 LT. HAZ. ORD. HAZ. • 0 NFPA 231C: FIGURE (Specify) GP. 0 1 • NFPA ❑ NFPA ❑ SPECIFIC 0 2 • EX. HAZ. ; CURVE RULING •1-100oc, MADE BY WSRB DATE AREA OF SPRINKLER OPERATION . DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE - SF WET 0 DRY SYSTEM TYPE •1T1 0 DELUGE 0 PRE -ACTION YINtL- MAKE SIZE TEMPERATURE SPRINKLER OR NOZZLE \SO RV.12AUE- MODEL G (aDO K -FACTOR 5•(07 - X RATING ISS. CALCULATION SUMMARY o GPM REQUIRED 0�'3 PSI REQUIRED IRED 'I 4 AT "C" FACTOR USED: OVERHEAD l20 BASE OF RISER - UNDERGROUND NO >- a n en cc w 3 DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVOIIj.,- & TIME PSI FLOWING 1055 RATED CAPACITY AT PSI ELEVATION CAPACITY / I S ELEVATION PSI 19 Li VbC..p WELL R OF FLOW- GPM LOCATION SOURCE OF lio"' 4( Sou CtK \(..&& V'tkit qi INFORMATION WS'(tTS -. - - COMMODITY STORAGE COMMODITY STORAGE STORAGE CLASS LOCATION :---r""w HEIGHT AREA AISLE WID METHOD: SOLID PILED % PALLETIZED�-- RACK % • SINGLE ROW 0 CONVENTIONAL PALLET 0 AUTOMAT)C STORAGE 0 ENCAPSULATED ROW 0 SLAVE PALLET 0 -SOLID SHELVING 0 NON- ROW .- 0 OPEN ENCAPSULATED ❑ DOUBLE • MULTIPLE LONGITUDINAL FLUE SPACING -1N -INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING TRANSVERSE FT IN. J LORIZONTAL BARRIERS PROVIDED SPOKANE, WA OFFICE TELT(509) 926-3428 _. FAX4509 ).926-3708 - PATRIFP099CF VANCOUVER, WA OFFICE TEL (360) 699-4403 - FAX (360) 699-4485 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 09/21/1999 ZANYBRAI JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 145.0 74.0 4586.0 134.8 1609.3 94.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 1609.3 GPM 600.0 GPM 150.0 GPM 859.3 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 101A 102A 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 16.0 16.0 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K= 5.62 K=.5.62 35.7 33.6 35.7 33.6 30.5 _31.0 29.9 30.7 26.1 28.7 25.1 28.2 21.8 26.2 20.2 _ 25.3 19.5 24.8 31.7 31.6 31.1 31.3 27.2 29.3 26.2 28.8 22.7 26.8 21.1 25.8 20.3 25.3 29.7 30.6 29.2 30.3 25.5 28.4 24.5 27.8 21.2 25.9 19.7 25.0 19.0 24.5 22.4 26.6 19.6 24.9 19.9 25.0 18.7 24.3 15.4 22.0 15.4 22.0 13.2 20.4 13.2 20.4 12.6 20.0 37.4 37.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 103A 16.0 104A 16.0 105A 16.0 106A 16.0 107A 16.0 108A 16.0 109A 16.0 110A 16.0 111A 16.0 112A 16.0 113A 16.0 114A 16.0 115A 16.0 116A 16.0 117A 16.0 118A 16.0 119A 16.0 120A 16.0 121A 16.0 122A 16.0 123A 16.0 124A 16.0 125A 16.0 127A - 16.0 128A 16.0 130A 16.0 132A 16.0 1- - 0.0 2 14.0 3 14.0 4 14.0 5 14.0 6 14.0 7 14.0 8 14.0 10 14.0 11 14.0 12 14.-0 13 14.0 14 14.0 15 14.0 16 14.0 17 14.0 18 14.0 19 14.0 20 15.0 20A 15.0 21 15.0 21A 15.0 22 15.0 23 15.0 24 15.0 25 15.0 26. - 15.0 HOSE STREAM 31.7 31.1 26.9 25.9 22.2 20.5 19.7 33.8 33.1 28.8 27.6 23.7 21.9 21.1 30.9 30.3 26.3 25.2 21.6 20.0 19.2 23.4 20.7 19.3 15.9 13.4 12.2 93.3 76.8 44.5 42.6 42.4 42.2 39.5 38.3 42.1 42.1 35.8 35.1 30.6 29.5 25.4 23.6 22.8 30.1 41.6 41.2 41.5 41.2 34.5 33.8 29.4 28.3 2-4. 3 150.0 Page 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 27 15.0 28 15.0 29 15.0 SOURCE 0.0 SOURCE 22.5 21.7 25.6 94.0 1009.3 Page 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY PIPE DATA Page 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 20.0 1.104 PL 4.00 PF 1.3 132A 16.0 0.0 12.2 0.0 6.7 120 FTG 3E PE 1.7 132 12.0 5.6 12.6 20.0 0.101 TL 13.00 PV 0.3 Pipe: 2 20.4 1.104 PL 7.00 PF 2.0 130A 16.0 0.0 13.4 0.0 6.8 120 FTG 2ET PE 1.7 131 12.0 5.6 13.2 20.4 0.105 TL 19.00- PV 0.3 Pipe: 3 20.4 1.104 PL 4.00 PF 2.0 130A 16.0 0.0 13.4 0.0 6.8 120 FTG E2T PE 1.7 130 12.0 5.6 13.2 20.4 0.105 TL 19.00 PV 0.3 Pipe: 4 22.0 1.104 PL 7.00 PF 2.3 128A 16.0 0.0 15.9 0.0 7.4 120 FTG 2ET PE 1.7 129 12.0 5.6 15.4 22.0 0.121 TL 19.00 PV 0.4 Pipe: 5 22.0 1.104 PL 4.00 PF 2.3 128A 16.0 0.0 15.9 0.0 7.4 120 FTG E2T PE 1.7 128 12.0 5.6 15.4 22.0 0.121 TL 19.00. PV 0.4 Pipe: 6 24.3 1.104 PL 4.00 PF 2.3 127A 16.0 0.0 19.3 0.0 8.1 120 FTG 2ET PE .1.7 127 12.0 5.6 18.7 24.3 0.145 TL 16.00 PV 0.4 Pipe: 7 25.0 1.104 PL 5.00 PF 2.6 125A 16.0 0.0 20.7 0.0 8.4 120 FTG 2ET PE 1.7 126 12.0 5.6 19.9 25.0 0.154 TL 17.00 PV 0.5 Pipe: 8 24.9 1.104 PL 4.00 PF 2.9 125A 16.0 0.0 20.7 0.0 8.3 120 FTG E2T PE 1.7 125 12.0 5.6 19.6 24.9 0.152 TL 19.00 PV 0.5 Pipe: 9 26.6 1.104 PL 4.00 PF 2.8 124A 16.0 0.0 23.4 0.0 8.9 120 FTG - 2ET PE 1.7 124 12:0 5.6 22.4 26.6 0.172 TL 16.00 PV 0.5 Pipe: 10 24.5 1.104 PL 4.00 PF 1.9 123A 16.0 0.0 19.2 0.0 8.2 120 FTG 3E PE 1.7 123 12.0 5.6 19.0 24.5 0.148 TL 13.00 PV 0.5 Pipe: 11 25.0 1.104 PL 4.00 PF 2.0 122A . 16.0 0.0 20.0 0.0 8.4 120 FTG 3E PE 1.7 122 12.0 5.6 19.7 25.0 0.153 TL 13.00 PV 0.5 Pipe: 12 25.9 1.104 PL 4.00 PF 2.1 121A 16.0 0.0 21.6 0.0 8.7 120 FTG 3E PE 1.7 121 . - 12.0 5.6 .21.2 25.9 0.164 TL 13.00 PV 0.5 Pipe:_13 - 27.8 1.104 PL 4.00 PF 2.4 120A 16.0 0.0 25.2 0.0 9.3 120 _FTG 3E PE 1.7 120 12.0 5-.6 24.5 27.8 0-.187 TL 13.00 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY PIPE DATA (cont.) Page 5 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 28.4 1.104 PL 4.00 PF 2.5 119A 16.0 0.0 26.3 0.0 9.5 120 FTG 3E PE 1.7 119 12.0 5.6 25.5 28.4 0.194 TL 13.00 PV 0.6 Pipe: 15 30.3 1.104 PL 4.00 PF 2.9 118A 16.0 0.0 30.3 0.0 10.2 120FTG3E PE 1.7 118 12.0 5.6 29.2 30.3 0.219 TL 13.00 PV 0.7 Pipe: 16 30.6 1.104 PL 4.00 PF 2.9 117A 16.0 0.0 30.9 0.0 10.3 120 FTG 3E PE 1.7 117 12.0 5.6 29.7 30.6 0.223 TL 13.00 PV 0.7 Pipe: 17 25.3 1.104 PL 4.00 PF 2.5 116A 16.0 0.0 21.1 0.0 8.5 120 FTG 2ET PE 1.7 116 12.0 5.6 20.3 25.3 0-.157 TL 16.00 PV 0.5 Pipe: 18 25.8 1.104 PL 4.00 PF 2.6 115A 16.0 0.0 21.9 0.0 8.6 120 FTG 2ET PE 1.7 115 12.0 5.6 21.1 25.8 0.162 TL 16-.00 PV 0.5 Pipe: 19 26.8 1.104 PL 4.00 PF 2.8 114A 16.0 0.0 23.7 0.0 9.0 120 FTG 2ET PE 1.7 114 12.0 5.6 22.7 26.8 0.174 TL 16.00 PV 0.5 Pipe: 20 28.8 1.104 PL 4.00 PF 3.2 113A 16.0 0.0 27.6 0.0 - 9.6 120 FTG 2ET PE 1.7 113 12.0 5.6 26.2 28.8 0.199 TL 16.00 PV 0.6 Pipe: 21 29.3 1.104 PL 4.00 PF 3.3 112A 16.0 0.0 28.8 0.0 9.8 120 FTG 2ET PE 1.7 112 12.0 5.6 27.2 29.3 0.206 TL 16.00 PV 0.6 Pipe: 22 31.3 1.104 PL 4.00 PF 3.7 111A- 16.0 0.0 33.1 0.0 10.5 120 FTG 2ET PE 1.7 111 12.0 5.6 31.1 31.3 0.233 TL 16.00 PV 0.7 Pipe: 23 31.6 1.104 PL 4.00 PF 3.8 110A 16.0 0.0 33.8 0.0 10.6 120 FTG 2ET PE 1.7 110 12.0 5.6 31.7 31.6 0.237 TL 16.00 PV 0.8 Pipe: 24 24.8 1.104 PL 4.00 PF 2.0 109A 16.0 0.0 1.9.7 0.0 8.3 - 120 FTG- 3E P -E 1.7 109 12.0 5.6 19.5 24.8 0.151 TL 13.00 PV 0.5 Pipe: 25 25.3 .1.104 PL 4.00 PF 2.0 108A 16.0 0.0 20.5 0.0 8.5 120 FTG 3E PE 1.7 108 12.0 5.6 20.2 25.3 0.156 TL 13.00 PV 0.5 Pipe: 26 26.2 1.104 PL 4.00 PF 2.2 107A 16.0 0.0 22.2 0.0 8.8 120 FTG 3E PE 1.7 107 12.0 5.6 21.8 26.2 0.167 TL 13-.00 PVA- 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY PIPE DATA (cont.) Page 6 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 28.2 1.104 PL 4.00 PF 2.5 106A 16.0 0.0 25.9 0.0 9.4 120 FTG 3E PE 1.7 106 12.0 5.6 25.1 28.2 0.191 TL 13.00 PV 0.6 Pipe: 28 28.7 1.104 PL 4.00 PF 2.6 105A 16.0 0.0 26.9 0.0 9.6 120 FTG 3E PE 1.7 105 12.0 5.6 26.1 28.7 0.198 TL 13.00 PV 0.6 Pipe: 29 30.7 1.104 PL 4.00 PF 2.9 104A 16.0 0.0 31.1 0.0 10.3 120 FTG 3E PE 1.7 104 12.0 5.6 29.9 30.7 0.224 TL 13.00 PV 0.7 Pipe: 30 31.0 1.104 PL 4.00 PF 3.0 103A 16.0 0.0 31.7 0.0 10.4 120 FTG 3E PE 1.7 103 12.0 5.6 30.5 31.0 0.228 TL 13.00 PV 0.7 Pipe: 31 33.6 1.104 PL 4.00 PF 3.4 102A 16.0 0.0 37.4 0.0 11.3 120 FTG 3E PE 1.7 102 12.0 5.6 35.7 33.6 0.264 TL 13.00 PV 0.9 Pipe: 32_ 33.6 1.104 PL 4.00 PF 3.4 101A 16.0 0.0 37.4 0.0 11.3 120 FTG 3E PE 1.7 101 12.0 5.6 35.7 33.6 0.264 TL 13.00 PV 0.9 Pipe: 33 20.0 1.104 PL 12.00 PF 1.2 130A 16.0 0.0 13.4 0.0 6.7 120 FTG ---- PE 0.0 132A 16.0 0.0 12.2 0.0 0.101 TL 12.00 PV 0.3 Pipe: 34 60.8 1.452 PL 12.00 PF 2.5 128A 16.0 0.0 15.9 0.0 11.8 120 FTG ---- PE 0.0 130A 16.0 0.-0 13.4 0.0 0.209 TL 12.00 PV 0.9 Pipe: 35 104.9 1.687 PL 12.00 PF 3.3 127A 16.0 0.0 19.3 0.0 15.1 120 FTG ---- PE 0.-0 128A 16.0 0�0 15.9 0.0 0.276 TL 12.00 PV 1.5 Pipe: 36 129.1 2.154 PL 12.00 PF 1.5 125A 16.0 0.0 20.7 0.0 11.4 120 FTG ---- PE 0.0 127A 16.0 0.0 19.3 0.0 0.123 TL 12.00 PV 0.9 Pipe: 37 179.1 2.154 PL 12.00 PF 2.7 124A 16.0 0.0 23.4 0.0 15.8 120 FTG --- PE 0.0 125A 16.0 0.0 20.7 0.0 0.226 TL 12.00 PV 1.7 Pipe: 38 29 15.0 124A 16.0 205.7 2.154 PL 6.00 PF 1.8 0.0 25.6 0.0 18.1 120 FTG ---- PE -0.4 0.0 23.4 0.0 0.292 TL 6.00 PV 2.2 Pipe 3.9 205.7 2.154 PL 2.00 PF 4.1 19 14.0. 0.0 30.1 0.0 18.1 120 FTG T PE -0.4 . 29 15.0 0.0_ 25.6 0.0 0.292 TL 14.00 PV 2.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 40 205.7 2.154 PL 22.00 PF 8.2 8 14.0 0.0 38.3 0.0 18.1 120 FTG E PE 0.0 19 14.0 0.0 30.1 0.0 0.292 TL 28.00 PV 2.2 Pipe: 41 24.5 1.049 PL 10.00 PF 1.9 116A 16.0 0.0 21.1 0.0 9.1 120 FTG ---- PE 0.0 123A 16.0 0.0 19.2 0.0 0.190 TL 10.00 PV 0.6 Pipe: 42 49.9 1.610 PL 2.00 PF 0.2 28 15.0 0.0 21.7 0.0 7.9 120 FTG ---- PE -0.4 116A 16.0 0.0 21.1 0.0 0.088 TL 2.00 PV 0.4 Pipe: 43 24.8 1.049 PL 8.00 PF 1.6 28 15.0 0.0 21.7 0.0 9.2 120 FTG ---- PE -0.4 109A 16.0 0.0 19.7 0.0 0.194 TL 8.00 PV 0.6 Pipe: 44 25.0 1.049 PL 10.00 PF 2.0 115A 16.0 0.0 21.9 0.0 9.3 120 FTG ---- PE 0.0 122A 16.0 0.0 20.0 0.0 0.196 TL 10.00 PV 0.6 Pipe: 45 - 50.7 1:610 PL 2.00 PF 0.2 27 15.0 0.0 22.5 0.0 8.0 120 FTG ---- PE -0.4 115A 16.0 0.0 21.9 0.0 0.090 TL 2.00 PV 0.4 Pipe: 46 25.3 1.049 PL 8.00 PF 1.6 27 15.0 0.0 22.5 0.0 9.4 120 FTG ---- PE -0.4 108A 16.0 0.0 20.5 0.0 0.200 TL 8.00 PV 0.6 Pipe: 47 25.9 1.049 PL 10.00 PF 2.1 114A 16.0 0.0 23.7 0.0 9.6 120 FTG ---- PE 0.0 121A 16.0 0.0 21.6 0.0 0.210 TL 10.00 PV 0.6 Pipe: 48 52.7 1.610 PL 2.00 PF 0.2 26 15.0 0.0 24.3 0.0 8.3 120 FTG ---- PE -0.4 114A 16.0 0.0 23.7 0.0 0.097 TL 2.00 PV 0.5 Pipe: 49 26.2 1.049 PL 8.00 PF 1.7 26 15.0 0.0 24.3 0.0 9.7 120 FTG ---- PE -0.4 107A 16.0 0.0 22.2 0.0 0.215 TL 8.00 PV 0.6 Pipe: 50 27.8 1.049 PL 10.00 PF 2.4 113A 16.0 0.0 27.6 0.0 10.3 120 FTG ---- PE 0.0 120A 16.0 0.0 25.2 0.0 0.240 TL 10.00 PV 0.7 Pipe: 51 56.6 1.610 PL 2.00- PF 0.2 25 15.0 0.0 28.3 0.0 8.9 120 FTG ---- PE -0.4 113A 16.0 0.0 27.6 0.0 0.111 TL 2.00 PV 0.5 Pipe: 52 28.2 1.049 PL 8.00_ PF 2.0 25 15.0 0.0 28.3 0.0 10.5 120 FTG ---- PE -0.4 406A 16.0 0.0 25.9 0,0 0.245 TL_ " - 8 . DO PV 0.7_ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 53 28.4 1.049 PL 10.00 PF 2.5 112A 16.0 0.0 28.8 0.0 10.5 120 FTG ---- PE- 0.0 119A 16.0 0.0 26.3 0.0 0.248 TL 10.00 PV 0.7 Pipe: 54 57.7 1.610 PL 2.00 PF 0.2-- 24 15.0 0.0 29.4 0.0 9.1 120 FTG ---- PE -0.4 112A 16.0 0.0 28.8 0.0 0.115 TL 2.00 PV _ 0.6 Pipe: 55 28.7 1.049 PL 8.00 PF 2.0 24 15.0 0.0 29.4 0.0 10.7 120 FTG ---- PE -0.4 105A 16.0 0.0 26.9 0.0 0.254 TL 8.00 PV 0.8 Pipe: 56 30.3 1.049 PL 10.00 PF 2.8 111A 16.0 0.0 33.1 0.0 11.3 120 FTG ---- PE 0.0 118A 16.0 0.0 30.3 0.0 0.281 TL 10.00 PV 0.9 Pipe: 57 61.7 1.610 PL 2.00 PF 0.3 23 15.0 0.0 33.8 0.0 9.7 120 FTG ---- PE -0.4 111A 16.0 0.0 33.1 0.0 0.130 TL 2.00 PV 0.6 Pipe: 58 30.7 1.049 PL 8.00 PF 2.3 23 15.0 0.0 33.8 0.0 11.4 120 FTG ---- PE -0.4 104A 16.0 0.0 31.1 0.0 0.288 TL 8.00 PV 0.9 Pipe: 59 30.6 1.049 PL 10.00 PF 2.9 110A 16.0 0.0 33.8 0.0 11.4 120 FTG ---- PE 0.0 117A 16.0 0.0 30.9 0.0 0.287 TL 10.00 PV 0.9 Pipe: 60 62.3 1.610 PL 2.00 PF 0.3 22 15.0 0.0 34.5 0.0 9.8 120 FTG --- PE -0.4 110A 16.0 0.0 33.8 0.0 0.132 TL 2.00 PV 0_.6 Pipe: 61 31.0 1.049 PL 8.00 PF 2.3 22 15.0 0.0 34.5 0.0 11.5 120 FTG ---- -PE -0.4 103A 16.0. 0.-0 31.7 0-.0 0.293 TL 8.00 PV 0.9 Pipe: 62 - 33.6 1.049 PL 10.00 PF 3.4 21A 15.0 0.0 41.2 0.0 12.5 120 FTG ---- PE -0.4 102A 16.0 0.0 37.4 0.0 0.339 TL 10.00 PV 1.0 Pipe: 63 33.6 1.61.0 PL 8.00 PF 0.3 21 15.0 0.0 41.5. 0.0 5.3 120 FTG ---- PE 0.0 21A 15.0 0.0 41.2 0.0 0.042 TL 8.00 PV 0.2 Pipe: 64 -33.6 1.049 PL 10.00 PF 3.4 101A 16.0 0.0 37.4 0.0 12.5 120 FTG ---- PE 0.4 20A 15,0 0.0 41.2 0.0 0.339 TL 10.00 PV 1.0 Pipe: 65 33.6 1.610 PL 8.00 PF 0.3 20 15.0 0.0 41.6 0.0 5.3 120 FTG ---- PE 0.0 20A - 15.0 - 0.0 41.2 0.0 0-042 TL 8.00 PV 0.2 - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 66 74.7 2.067 PL 1.00 PF 0.6 18 14.0 0.0 22.8 0.0 7.1 120 FTG T PE -0.4 28 15.0 0.0 21.7 0.0 0.055 TL 11.00 PV 0.3 Pipe: 67 76.0 2.067 PL - 1.00 PF 0.6 17 14.0 0.0 23.6 0.0 7.3 120 FTG _ T PE -0.4 27 15.0 0.0 22.5 0.0 0.057 TL 11.00 PV 0.4 Pipe: 68 78.9 2.067 PL 1.00 PF 0.7 16 14.0 0.0 25.4 0.0 7.5 120 FTG T PE -0.4 26 15.0 0.0 24.3 0.0 0.061 TL 11.00 PV 0.4 Pipe: 69 84.8 2.067 PL 1.00 PF 0.8 15 14.0 0.0 29.5 0.0 8.1 120 FTG T PE -0.4 25 15.0 0.0 28.3 0.0 0.069 TL 11.00 PV 0.4 Pipe: 70 86.4 2.067 PL 1.00 PF 0.8 14 14.0 0.0 30.6 0.0 8.3 120 FTG T PE -0.4 24 15.0 0.0 29.4 0.0 0.072 TL 11.00 PV 0.5 Pipe: 71 92.4 2.067 PL 1.00 PF 0.9 13 14.0 0.0 35.1 0.0 8.8 120 FTG T PE -0.4 23 15.0 0.0 33.8 0.0 0.081 TL 11.00 PV 0.5 Pipe: 72 93.3 2.067 PL 1.00 PF- 0.9 12 14.0 0.0 35.8 0.0 8.9 120 FTG T PE -0.4 22 15.0 0.0 34.5 0.0 0.083-TL -11.00 PV 0.5 Pipe: 73 33.6 2.067 PL 1.00 PF 0.1 11 14.0 0.0 42.1 0.0 3.2 120 FTG T PE -0.4 21 15.0 0.0 41.5 0.0 0.012 TL 11.00 PV 0.1 Pipe: 74 33.6 2.067 PL 1.00 PF 0.1 10 14.0 0.0 42.1 0.0 3.2 _ 120 FTG T PE -0.4 20 - 15.0 0.0 41.6 0.0 0.012 TL 11.00 PV 0.1 Pipe: 75 74.7 2.067 PL 10.00 PF 0.8 17 14.0 0.0 23.6 0.0 7.1 120 FTG E PE 0.0 18 14.0 0.0 22.8 0.0 0.055 TL 15.00 PV 0.3 Pipe: 76 150.7 2.469 PL 10.00 PF 1.9 16 14.0 0.0 25.4- 0.0 -10.1 120FTGT PE 0.0 17 14.0 0.0 23.6 0.0 0.084 TL 22.00 PV 0.7 Pipe: 77 229.6 2.469 PL 10.00 PF 4.0 15 14.0 0.0 29.5 0.0 15.4 120 FTG T PE 0.0 16 14.0 0.0 25.4 0.0 0.184 TL 22.00 PV 1.6 Pipe: 78 314.4 3.068 PL 10.00 PF 1.1 14 14.0 0.0 30.6 0.0 13.6 120 FTG ---- PE 0.0 15 _ 14.0 0.0 29.5 0-.0 0.114 TL- 10.00 PV 1.3 _- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 80 400.7 3.068 PL 10.00 PF 4.5 13 14.0 0.0 35.1 0.0 17.4 120 FTG T PE 0.0 14 14.0 0.0 30.6 0.0 0.179 TL 25.00 PV 2.0 Pipe: 81 493.2 4.026 PL 10.00 PF 0.7 12 14.0 0.0 35.8 0.0 12.4 120 FTG ---- PE 0.0 13 14.0 0.0 35.1 0.0 0.070 TL 10.00 PV 1.0 Pipe: 83 586.5 4.026 PL 6.00 PF 2.5 8 14.0 0.0 38.3 0.0 14.8 120 FTG T PE 0.0 12 14.0 0.0 35.8 0.0 0.096 TL 26.00 PV 1.5 Pipe: 84 792.1 4.026 PL 7.00 PF 1.2 7 14.0 0.0 39.5 0.0 20.0 120 FTG ---- PE 0.0 8 14.0 0.0 38.3 0.0 0.168 TL 7.00 PV 2.7 Pipe: 85 792.1 5.047 PL 36.00 PF 2.7 6 14.0 0.0 42.2 0.0 12.7 120 FTG E PE 0.0 7 14.0 0.0 39.5 0.0 0.056 TL 48.00 PV 1.1 Pipe: 86_ 33.6 4.026 PL 10.00 PF 0.0 10 14.0 0.0 42.1 0.0 0.8 120 FTG T PE 0.0 11 14.0 0.0 42.1 0.0 0.000 TL 30.00 PV 0.0 Pipe: 87 - 67.1 4.026 PL 13.00 PF 0.1 6 14.0 0.0 42.2 0.0 1.7 120 FTG T PE 0.0 10 14.0 0.0 42.1 0.0 0.002 TL 33.00 PV 0.0 Pipe: 88 859.3 8.071 PL 30.00 PF 0.2 5 14.0 0.0 42.4 0.0 5.4 120 FTG ---- PE 0.0 14.0 0.0 42.2 0.0 0.007 TL 30.00 PV 0.2 Pipe: 89 859.3 6.065 PL 8.00 PF 0.2 4 14.0 0.0 42.6 0.0 9.5 120 FTG ---- PE 0-.0 5 14.0 -0,0 42.4 0.0 0.027 TL 8.00 PV 0.6 Pipe: 90 859.3 5.047 PL 29.00 PF 1.9 3 14.0 0.0 44.5 0.0 13.8 120 FTG ---- PE 0.0 4 14.0 0.0 42.6 0.0 0.065 TL 29.00 PV 1.3 Pipe: 91 859.3 4.260 PL 127.00 PF 32._4 2 14.0 0.0 76.8 0.0 19.3 120 FTG 7E PE 0.0 3 14.0 0.0 44.5 0.0 0.148 TL 218.00 PV 2.5 Pipe: 92 859.3 4.260 PL 18.00 PF 10.4 1 0.0 H.S. 93.3 150.0 19.3 120 FTG 2T PE -6.1 2 14.0 0.0 76.8 0.0 0.148 TL- 70.00 PV -2.5 Pipe: 93 - 1009.3 8.510 PL- 35.00 PF -0.8 SOURCE 0.0 SRCE 94.0 (N/A) 5.7 140 FTG 2ETG PE 0.0 1 _ -0 . 0 - H.S. 93.3 150.0 0.005 TL 147.00 PV 0 ._2 - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY Page 11 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1324J granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (4) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.158 gpm. Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 20.0 ft/sec at pipe 84. PIPE FITTINGS TABLE Pipe Table PAGE: A Diameter (in) Name: STANDARD.PIP MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk D DPV1v 1.049 2.00 5.00 2.00 5.00 2.20 1.00 10.00 10.00 1.610 4._00 8.00 2.00 9.00 3.20 1.00 10.00 10.00 2.067 5.00 10.00 3.00 11.00 4.50 1.00 10.00 10.00 2.469 6.0.0 12.00 4.00 14.00 7.00 1.00 10.00 10.00 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 10.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 8.071 18.00 35.00 13.00 45.00 12.00 4.00 35.00 27.00. MATERIAL: THNWL HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A- D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 4.260 13.00 26.00 9.00 29.00 16.00 3.00 22.00 -37.00 MATERIAL: XL HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly PAGE: B Diameter (in) PAGE: C Diameter (in) 1.104 1.452 1.687 2.154 PAGE: D Diameter (in) 3.00 4.00 5.00 6.00- 6.00 8.00 10.00 12.00 2.60 2.60 2.60 3.70 6.00 9.00 11.-00 13.00 3.00 3.00 4.00 5.50 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L ... C B Ell Tee LngEll ChkVly BfyVly in Feet G A GatVly AlmChk 1.00 1.00 1.00 1.00 in Feet GatVly 8.510 27.00 52.00. 20.00 67.00 18.0.0 6.00 10.00 10.00 10.00 10.00 D DPV1v 10.00 10.00 10.00 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS • Date: 09/21/1999 JOB TITLE: ZANY BRAINY @ SOUTHCENTER PARKWAY WATER SUPPLY CURVE 180+ 165 150+ 135 P120+ \ R \ E \\ S \ S105+ U \ R \ E X \\ 90+ P \ S ' I 75+ 60+ 45+ -1 * <-74.0 psi @ 4586 gpm Flow Test Point 30+ LEGEND X = Required Water Supply 94.05 psi @ 1609.3 gpm 15+ 0 = Available Water Supply 134.77 psi @ 1609.3 gpm Page 12 0++-+---+ 16002400 3200 -4000 4800 5600 6400 7200 8000 FLOW (GPM) 51, / ! i \\ 1 ! Tp__MAlN—J ry �J �y i' (Ai FACP 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 omissions which do not authorize violations of adopted `andards and ordinances The responsibility for the ieec f of design rests totally with the designer cetettons or revisions- to 4hese drawings after- - date wilt void this acceptance and will require a ,.ibmittal of revised drawings for subsequent approval. • • - 132 VEN if 110 21-12 H2 110 GENERAL NOTES I) DO NOT LOCATE ANY SMOKE OR HEAT DETECTOR WITHIN 3FT OF A SUPPLY (HOT) AIR VENT REGARDLESS OF LOCATION SHCIWN ON DWGS. 2)_ WE RECOMMEND THESE MOUNTING HEIGHTS FOR WAC 5130/ADA COMPLIANCE — VERIFY WITH ARCHITECT! MANUAL PULL STATIONS = 4.48' AFF TO TOP OF DEVICE ALL INDOOR VISUAL/AUDIS SIGNALS = +err AFF TO BOTTOM OF DEVICE 3) COORDINATE FAN SHUT DOWN AND ELEV RECALL REQUIREMENTS 4) COORDINATE ALI- SPRINKLER DEVICES WITH OTHER TRADES AHU-1 - trial acceptance is subject to field test and Inspection by rhe Tukwila Fire Prevention Bureau. TUKWILA FIRE DEPARTMENT, Please call: 575-4407, and give this job and ,-xact address for shut' down or restoration approvai: Cin r FELE 4 AHU-4 ADDRESSABLE LOOP (CKT Z1) NOTES THE YLW & ORG PAIR OF WIRES TO ALL EST SIGNATURE TYPE DEVICES IS DATA & 24 VDC POWER IT IS NOT SHIELDED. IT IS POLARITY CRITICAL & THE DEVICES MUST BE WIRED PROPERLY FOR 'IN' 'OUT', AS PER CUT SHEETS THIS CKT HAS NO END OF LINE AND IS OCCASIONALLY SHOWN 'T—TAPPED'. HOWEVER, FOR MOST SHORT DROPS TO DEVICES THIS CKT IS TO BE LOOPED, MAIN TRUNK DEVICE 2Z (X) - FACTORY INDICATES 63 MAX T—TAPS PER LOOP INCLUDING SEPARATED HOMERUNS AT FACP THIS LIMIT IS IMPOSED AS SOFTWARE BUILDS AN ACTUAL INTERNAL MAP OF DEVICES. OBVIOUSLY THIS CKT MUST ALSO BE FREE OF SHORTS, GROUND FAULTS & MISWIRED DEVICES DEVICES THEMSELVES DO NOT HAVE THEIR ADDRESS SET ON THEM, RUT ARE CORRELATED TO A BAR CODE STICKER SERIAL NUMBER ON DEVICE & PROGRAMMED IN SOFTWARE. STICKERS ARE TO BE KEPT ON A CLEAN SET OF THESE DRAWINGS. CKT WIRE SCHEDULE FIRE ALARM PLA\ NO. Of' CONDUCTORS • COLOR/ IDENTIFICATION FUNCTION WIRE TYPE 2 YLV+, ORG— CLASS B, T—TAPPABLE 18 OR 16 AWG SOL CU INTELLIGENT DATA LOOP (DO NOT USE STRANDED) (SIGNALLING LINE CKT) 2 Zt 141 H2 2H2 STYLE Y (CLASS B) AUD/VIS 14 AWG SOL OR STR SIGNAL CKT EXAMPLE! THIS CONDUIT CONTAINS 10 WIRES HORN CKT 2 IS LOOPED FOR SUPERVISION 4 0 DEVICE NOTE: I DUCT SMOKE DETECTOR TO BE INSTALLED, POWERED,1' (Sz TESTED BY OTHERS OTY LEG h, DE VICE DESCRIPTION NOUN TING ISSUED FOR APPROVAL 4.4 03 4.4 LAI cD 441 o3 66 o 141 in to 0 03 • 0 L. (i) :9 (1) (10) :914 (1) FI=1 • 11 APPROVAL' JOHN LEWIS 4.1 41 DAN SHARPE DRAFTSMAN' Strength and Wisdom Two Decades CD >— IC SHEET NUMBER 1051 1 SHEET 1 OF 1 REF DWG A-3 0 4 SMOKE DETECTOR. DUCT (BY OTHERS) SEE MANUFACTURERS D A TA 0 4 MONITOR iAODULE CTI 0 1 JUNCTION ,. BOX (BY OTHERS) AS NEEDED Cy5 2 nRE ALARM STROBE au ROLE GAJ40 MUD RPM) 0415 1 nRE ALARM HORN WITH STROBE 4. SOU ARC 2 1 /0" DEEP MR4SMUM Ocil 1 0 8 FIRE ALARM HORN WITH STROBE ISSUED FOR APPROVAL 4.4 03 4.4 LAI cD 441 o3 66 o 141 in to 0 03 • 0 L. (i) :9 (1) (10) :914 (1) FI=1 • 11 APPROVAL' JOHN LEWIS 4.1 41 DAN SHARPE DRAFTSMAN' Strength and Wisdom Two Decades CD >— IC SHEET NUMBER 1051 1 SHEET 1 OF 1 REF DWG A-3 tAr pt.hrewar7R orrriy' 4'4.4 j�rotsTrt row4 011011 n�'�"'Irf tlriw+I t'�'+�I�^nlw� � ",�q-'T °I'ttt , Y^v+Ar"at'{'Sibr}Y'^ra r �7rx» 11 M PO 134 4,4 4 -0' A Y , + 1 ,r" 1 I xr r44 r• 4 iP r 4 ..4 r° I ✓r t ti rrr4 w 4441{a Flir 4 k �y4c t 4 7, 441 w;{4, x.4}4 T �h4Ytra 4t+I {414,4 t� 41� r1U�.4 yy�*4 4"c4 4�'40jr 4 ?Ate, rr 4,1 u'1 1 17' L" r 1 Oro 1 in r 4 n4i44v 1 4 r. �, ! r 444 Ih 1� r1 1 y 1 i t 1 ir4, i Ik Vst I� + A 4 r "ri In 4 4 ,4 Xv+ 4wY 1 Yr .4 r� # S+`' y ,, 11' Z x k 11 a r 1 11 e h 4, 1.4 1 4 e r 'r„w I r + 1` y, 4 rA r a 414 M , '� d4 C .4.4 4 4 1 T P ro r s 1 1 ( "' { r 1 eu e A I 4' ly D A r 4 4 V P 1 u 4 P ( 1r"^1°4,41 111, 4'.4 ,AtFii�k+ 1!47) lrl<1r' lots, '1+w �e+i"I 4wprrthvv�K,r� ,wC+T'�F'' J`" 110,IMMfprr.3 roy,vnsrmyr°8,i w 1 J 7 r 4+ II N +rl I° Pw f 4t b 1 II q h r 1 4. �{ i 1 At 4 1 ulw 7 +d+ t 4,1 thla Y ,y" r r,, rt 414 n tnf fl (r a r wt r 7 f fJ XI 113 44 r1 14 u 11 4 Y tpori Iva to s. C 4+ 4 is C 4 have bee er T ,r +i-‘41 Fr .44 x 44 MY I .4 4 b 11.4 t» . 1 rp 1 4, 4 1 1 w M1 w ».4 i t a ++ Ir 4, 4 A ' 4 4A t S IS 4 Q 4 '4 f' r'J , 1 t t^ e 1 r r.4 Ir Y N4 A c Ar. .4 4 I 41 r d4' r<1 r 44 1 .4 r 1 4 1 I tr r 1 1 x C > t r✓ I` r + AO rq I ,+ 19 4 y y 111 +'v"?'—r,' 1* R4� 4 a 6 1 r 4� r T A 1 in' Y 1 tr 1 J y ' 1 N 7 i 114' 4 N Y 4 a a {rt rl Ir i r 4'1 r l S r + f , + ;` f 4 7 4 pa I v I7 r P{ ro d r 11 41 4 d t 4 DEMO FROM GRID UNE 10 TO 16 NEW BUILDING TO BE ERECTED r - tied WO ana bear ' I, onstrued a r b On " H I y 4 4> a 1 1 1 CUT & GROOVE FOR 4" CAP 1 4'_i 'f L 1 4 { `I '4 fi {4 4. '4 4, y T 1" ,/-*. CUT & GROOVE FOR 4" CI�P r/ ttI 1 1 1 -1 'I 4 +1 f -I �- CUT & GROOVE FOR 4` CAP +14,43 .... ... '11,2" 4- ---"`— I w �P 1 { 1 r' J REMOVE UNE, PIPING AND' INSTALL 2PLUG r ..r IN 1N 1111 1N .4. r. 1 A 4 3 t 4 1-01f P ,r ( Y p4, ee AN 41 t TYP) /N 1R"•— 7 - IV/ ?-4~.4_444 e /N IN Ili 4441 IM 1N 4 4. 4 .4k r .4 i" 4 444' a h .4 PI V 4 zr4w" 4Ye4,yr+cip" vt 1+ 44,4 4 g1�P Y y'h. 14 r h1 ^-rP".+ .44.,.'4/ .9 ^ '44,4 e 4 f, A , 13 t yy YI r M 1 4 t 11 4r 4 )^ 14'i ' J 1' i .4 .4 x1 I 4 „ 1 At J P. 4 144"4 1 f A 1 A, 4' e, 34 r 4. r1 44 a4441440, f 1,71 4 • 44 11 ,44 1 ,41 43 I .74 70 4 .4.4 gP f '4 4, 44 r 4 '4 II 4 4 1w 4 ! rr 4 0 1 x r4 4 4J rP ,y Ci "'1�IYlm7.r' .,{r «a.,$ } ¶''r'. '. �, *' MMra,+Y,�tn, /ry�P +nnxM"I^I,,�` rrAr "lef^s+ .7"41410,339" r ri r r 114 �^ a( �t i Mi p "N R 7'" , r' f 1,4 ((tomb Yt4'�iP f r x41 4A rd 4 ,n 1 r,1 t{ dr rr+li r t i r1 4. E" r h 1 a 4i r 1 4 1 f r 1 4,4r l ! t ° r 3:3 n r * w. a w, 14 J7 �l �" 11xt Vf y lr1AK-0µI sr 41 wl 1, u44'.4 l�14, r� lr1 i � ✓ r t Irl .4 n t��yt 1 t Ml�k P", A' 1 7 1 i1 i t Ai, a, to i s t Yif ` .4444 yr I r a 1 4 r wa ' r ✓t .4147 y xr 1b1 'I 4w + fi 1 v 1 43 4 r .iln 4 a+ y Ip xp 41i4 h 71*,, 0 4 1 "7 1 1 4 p r a 1 a r 1 I y 4 4rF \ u r frrg 4t J y,1 fi f a4'j1 4 4 A P rt 4 + r 4 sl 4 x 4 Y 4 3'14411 t 41" r 4 11 i , 4t Il 1 1-0 ' , 114 ! f Sv 14 a V 'Fr • 4 rt„,, �. 1 v 4 t 1 , 1 h 7 it 1. * SJ i T1, x4 i y fl } r ✓ ra r t '' ^4 1, 9� r. ..�44" td re 4"Y fyv 4" L r♦ , a w, a f 4 1114 1A I 4 ti rr J + 4. 1 1 x , �, • J 'r ' r /4 I / t r? 1 r 4 k 1 4 4. PhM t r, t t i°y e 1 1 1 Y 4 1 4 I 4 j I + a r yrs 4 r11 A {4x ( DEMO FROM GRID LINE 10 TO 16 NEW BUILDING TO BE ERECTED 1 I to 44* yr 7 1 1 y 1 r1 '44 1, n 1 4 4 4 P r, d sf . 14� 1 ,nr' ,,, A r 4 J + 4 47, 4f A SPRINKLER SYSTEM BETWEEN GRID LINES 11 AND 16 TO BE CAPPED FOR BUILDING DEMOLITION, WET RISER TO BE RELOCATED TO COMPUSA, DRY RISER TO BE INSTALLED IN NEW BUILDING 4 , /7—.: POINT OF CONNECT1011 FOR 11 EW FEED 1 1 1 4,11.1.4 14444 1 t t- 1 Er FEED MAIN 1 1411 1111 194 114 114 As re. 4.4.3 Ppm 4 J f. ... ... „i ... ... ...„1,.... —11-.4_ — ... .17 1.„1.. ... .-- 1 — — if-- — ... i',.. 44,444444 Arar. Amoy *pp 4 1 ...:. ,.... ilk) FEED MAIN TO BE RELOCATED (D.4 ra 444 4 24-0 .4.4';r *� ,14•* � �I� cte-e '�.**A �t?'rp- EA,e ,, WIC ^'T 4'T9 ral, 4 *,..7 * e 4 771717 pt .Ae rl4 I1' I^Fymilydlrs, Ai C i e r 1 r` rr t 7 ! w r .4 +.4 44 r I 31 4' Ip� i 1't r � a }�1 e.4 r 4 44.44, t .4 r,4I + 4b ,' ,� ,, ' 1 4' i I 1 1 .4 f i r4r Pr ++ 4 it 7 44 1 rr • I Q EXISTING RISER COMPUSA 1111111111•111111 11011111114111.7 141111111111. 111 .41 21/2" CAP. TO BE4RECONNECTEDJOL, §Y_S_Lait IN BEST BUYS , — PARTIAL FIRE SPRINKLER PLAN 47 1 0 10 141404 4444 ..4112i00 .01,40 or 4.410 44 44 DEMO NOTES 1 'CAPPING UNES TO BE' BY, PATRIOT, UNDER THIS PERMIT,' 2 .rg 4 15-2 COMPUSA FOR MORE INFORMATION MOST REMOTE 3000$ SEE FP -2 FLOW TEST STATIC RESIDUAL FLOW SOURCE LOCATION DATE DEMO TO BE PERFORMED BY, NUPRICON DEMO CONTRACTORS. UNDER THIS PERMIT 3 DRY SYSTEM PIPING IN REMAINING BUILDING TO BE RECONNECTED TO FUTURE DRY SYSTEM NEW ,MAIN 'NOTES 1 44 411 00, 11 et te T iv 14 ''...:I A '''.44r, 1r4 4 1,,,, '1 1 3 4 , ' L'.:. : j. ,,''' „Ii..:"` , :::'l 44 1 P1 14 41 33144- 41 44 10 r It 145 74 4586 WSRB 7/12/95 14 CC 03 CC LU NG te 11'14, Atg11^140 .04 Row 41 33 10'- t -GRID AFF - ort 10" 24VDC ELECTRIC (PROVIDED BY PATRIOT, WIRED AND MOUNTED BY OTHERS) 3 -WAY GA GE St WATER 1PRESSURE GAUGE Ji4" POTTER VSR-F FLO INDICATOR 0?'/ -FLX AGF 1000 TESTonDRAIN ASSEMBLY 1_4 it 4" GLOBAL BUTTERF1Y VALVE IN/TAMPER —7-1)( (WIRED BY OTHERS) 4 0-6 4" PIPE STAND 4 A 77) 1 ,-,4(,) iviri,h1Fte 51 or'Er"-.) i 4. 1 ACCEPTED' 0 As Noted In Red 0 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 omissions which do not authorize violations of adopted standards and arc:finances The responsioility for the adequacy of design rests totally with the designer Additions deletions ol revisions 0.3 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 and inspection by The Tukwila Fire Prevention Bureau Date /- 7-3 -All By 44" -S-1( AMMAN MY 414111114 • 1,1 TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job No and exact address for shuta down or restoration approval. (WIRED BY OTHERS) 4" GLOBAL BUTTERFLY VALVE WIAMPER RE -PIPE DRAIN TO DISCHARGE OUTSIDE E1.1 I NEW RISER DETil FP— RISER NOTE NOT TO SCALE 1 DASHED LINES INDICATE EXISTING PIPIN 2 HEAVY LINES INDICATE NEW PIPING AN EQUIPMENT 4 RE -PIPE DRAIN TO SAFE DISCHARGE 01.7:4SIDE D5 ALL WIRING FOR BELL. FLOW SWITCHES, AN TAMPERS TO 11 o BE BY OTHERS VICINITY MAO, AREA OF DEMO WORK '[r 4 s4 CrI 1 :II 11;111 CIPL er- 41 I 4.74 44. rr 1:1 es 004111; rkl;%( IN3 KEY PLAN os 174 7 NOT TO SCALE 11:-.11\11.:**.ro *-4 7:11 44, 77' 41 ro A'9 414 1 SEP 2 9 racy 144 4,64 vaaillOr \ STATE CERTIFICATION 4 41 F I I E . 1 A tyy,....... ; At A HANGER LEGEND , COACH SCREW ROD EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CUP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE X FITTING' LEGEND 514 GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE 4 s. WAY EARTHQUAKE BRACE )0 STRUCTURE TO CENTER LINE Of PIPE 144 INCHES SPRINKLER 'LEGEND ce SPRINKLER ORIFICE SIZES AND TYPE 0 a. fri 1,444.4.4 7 37 SPRAY 3/4 1.7‘ 4-4 SIDEWALL 43 44 e 1. DRY tYPE TEMP RATING 0 165* 2324 350' 500' 4.41 ce a. 0 3 ... g i I z p LI 1/2" • APPROVAL REQUIRED TUKWILA FIRE DEPT SPRINKLER HEADS USED SYM MANUf MODEL TYPE THREAD SIZE ORIFICE • SIZE HEAD FINISH ESCUTCH FINISH TEMP OTY As TOTAL OUAUTY CONTROL BY DATE APPROVED FOR FARRICATIOR BY DATE GENERAL NOTES AU. MATERIAL AND MARIAN, TO BE NEw AND UL LISTED OR FM APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPUCABLE EDITION 4 PIPE HANGERS AND METHOD OF HANGING YO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPUCABLE EDITION 5 PIPING SHAU. BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPLICABLE EDITION 6 JOINING or PIPE AND FITTINGS THREADED & WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPLICABLE EDITION 7 OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING 8 ALL WIRING Of ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED ey OTHERS 9 PAINTING OF PIPE & EQUIPMENT or REQUIRED) TO BE PROVIDED or OTHERS 10 FURRING OF PIPE & EQUIPMENT (If REQUIRED) TO BE PROVIDED BY _OTHERS DESIGN CRITERIA DESIGN PER NFPA13, (1996 EDMON) PIPE NOTES 1 ALL SCREWED PIPING TO BE AWED XL, UN 0 2 ALL WELDED PIPING TO BE ALUED SUPERFLO OR S-10, U NO NO DATE BY DESCRIPTION CONTRACT WITH MITCHELL CONTRACTORS SID 206-369-7291 PROJECT NAME ZANY BRAINY/BEST ,BUYS DEMO SOUTHCENTER PARKWAY & MINKLER BLVD. SITE, 206-369-1739 CELL: 206-575-7540 ' FIRE PROTECTION 2107 IOTH AVENUE EAST TACOMA, WA ,98 42 4 DESIGNER DATE ' 444 CUNT C.ARR 4,12-4765 4443 t SHEET 14 744 14, r4 r 4' .4 Fr 1 11. It 71 414 13, 14 44 4,4 10 at 14 FAX, (253) 922-6150 o ir"", 7,r7 4 t r f..,. r.'< ,7 E S P RtIN C;I Lti I�° 1 q 44 .r..,... 0' r..�,l.,r ti ic t Ft.712% .rm t, ,* .ik T .•-• ` Y, l $10'.w 7 ift)riAn n iLg LI