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HomeMy WebLinkAbout16710 SMOKEY POINT BLVD_004283_2026 Cp_ CI -rY OF= ARUINO-rON CONSYRUCYION F:0F_=RMIY F:ka RM I Y NO- = 00-4aaa cyll!v 23 Owner: S"OKEY POINT nR0,r.`ER7ILS 11�,404 V1.1, e• _.L_v_ C T�,12TQ_'.tj IL,82, Value of Work: S 7,S 8 S. 0,0. P J!. C, 2, 51 ,FX Il)- 3 1 -T 7 Describe Work: rlEynn7L 'INN RELO.C"n-Irr.- I,-X:r Trhr' I.LE-7. Proposed Use: Legal DescriptiGn-. Job Address: I_'7s 25. IS" 0.1;E Y iP 0 NT B L"D Contractor' s Name Type Address License# FIRE SYS WEST CPR 2_19 FRONTAGE RLI -TRrSWI142BI TOTALS Fee P -ree t 115 3.2`5 EE SIG NATUR TOTAL FEE.. . ..... .... ... .. $252.86 1 '-iEK2..Y T'HAT I '-�AVLZ READ ANb EMM;.•1 _1PPPLIC14TION AND PAYMENTS... .... ... ........ $0.00 N12 Ex".11,11 T LE TPUE r f3F AND TOTAL DUE...... ... ...... .. $252.86 ® A 7L jF L.L DATE Q�11 RECE IP B w i �r�L FROM : RRMO REALTY TEL: 206 653 5332 SEP. 8.2000 12:41 PM P 1 1 i�' lllf W111,VPIP GoNC h rt:, LAN n- 6 IBC,F 1 P I Ir ok" GIt GNN DA� 11� w NIL • w�'r!r>L ,' S 4 t-h• r►'f"d "i ye y Cpwe S It?5•wti >ry� I�n'wM SM0194yyIP42Iwr 131-vv 'CHr1vu� N h 3; '� N I 'I r� E �v (s IL wA �o�� oll P-10.1 OF wn7 Pitt)IctiY ; Oil 1 v 3v1-pli Iq *46 LJ4:.4.11.•S..I1.:.AL. L.rit�: 1. ... .1 �.,..'� ._.._._.........'. ....1.., I �• or 'yip.-. �:..� ...`�.:. //�• r'..r/�''... �,, . .// •i •�+/, 1*y(��' ,p II I it � No' y0 14; 11 to,v1.) I'l / gTnti1p>rxCr";. C�uC, ✓,1.1 (1, 'S' p ,0. w I'ICrl. 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OULUSUCTION 3NO110141 till COUNTY fit' ,v �' pttUdklCT...ADL?B S13 16'1 10 tgiOKEY POINT DOUP vARD AJIJA'NG111014, WA 911225 �5'' 1'82L!►��Q17NT..NQ 24;i.1 U!i- 1••i)]7-UO(14 LZOID►, DEl3L:RI T.IPN 1 3/6 OF ITT: 141/2 L1/4 S11/4 H% /4 LY 1l.Y UlST MY t,Us YDT ALI, 'I'll PTN N01/4 SG1/4 N0114 WIF COM NV 1:011 SU SUB 'I'll SWU9 00W pJ, 14 INN till S11B 3U.U7k'T 1-0 W LN CO 1 D & TP9 Ttl �I,Y Alfa W L14 SI) (,O RI) 211.75FT TII W 111,1e 'PG N 1,N OF NE1/4 SC:1/4 14F,1./4 81.) 81•;(1 204.75FT T11 14 1°LL TO W 1,N $I) CO RI) 2.12.15k1, TO TNT Wl'1'll 14 I,N 317 NF,1/4 UM:1/4 N1.:1/•1 'I'll E Al.G SD N 1,14 204.75VT TO TV11 G JAI$$ RDS BUILDINO-CftUz1%1A (1(ll)1 1994 011C. li l(1NJ NG cc li111L1 ING GQN°i'1RUCT1ON TYPE TYPE 11 1 I101111 J j SEPARATION SL'RJ1410,Elt t OCL:Ii:L'lll4C.X, s1j198'1'.'A'Yl'�; 11115>;(;.ALLgW. Ml11,!',�. JT!)11Y .11UGlsY141��1_ .(1•rW11.T111�...1•• Alt-1 (I10'110L) 11 •- ] Itl'l 1:4,!in 27,000 b4,[100 1.00t 000 1''^ 1! Ic)1 M1cr!1 )1 3 lin 10,000 se,(wo r2,000 144,aAo i Y 1 FIRE SYSTEMS WEST 600 SE MARITIME AVE. SUITE 300 VANCOUVER, WA. 98661 (360) 693-9906 HYDRAULIC CALCULATIONS m,we" Fp CcruBc�� �J FORI!I i a n SMOKEY POINT HOTEL AND OFFICE COMPLEX John ( / DSHS OFFICE 1st FLOOR 1 ti `aia hpon S 8 HEAD CALCULATION FILE NUMBER: 5943-DSHS1 DATE: AUG 29, 2000 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM\SQ. FT. AREA OF APPLICATION: 900 SQ. FT. COVERAGE PER SPRINKLER: 168.0 SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 152 .4 gpm TOTAL WATER REQUIRED (including hose) : 252 .4 gpm FLOW AND PRESSURE (@ BOR) : 152 .4 gpm @ 33 .7 psi SPRINKLER ORIFICE SIZE: 1/2 inch - 5. 6 K ���� NAME OF CONTRACTOR: FIRE SYSTEMS WEST TooS DESIGN/LAYOUT BY: VINCE HUMPHREYS OC� 1NU10t�1 AUTHORITY HAVING JURISDICTION CITY OF ARLINGTON OF CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1 c� '7. I Y. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/29/2000 I: \HASSDATA\5943-DSHSI .SDF JOB TITLE: SMOKEY POINT DSHS 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 41 .0 20 . 0 900 .0 39.0 252 .4 34.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 252 .4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 .0 GPM OTHER HOSE STREAM ALLOWANCES 0 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 152 .4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9 .3 K= 5 . 60 9.0 16 .8 2 10 . 0 - - - - 9 .8 - - - 3 9 .3 K= 5 .60 10.5 18 .1 4 10 . 0 - - - - 11.2 - - - 5 9 .3 K= 5 . 60 11.8 19 .3 6 10 . 0 - - - - 12 .5 - - - 7 10 . 0 - - - - 15 .4 - - - 8 10 . 0 - - - - 19 .1 - - - 9 9 .2 - - - - 20 .3 - - 10 9 .3 K= 5. 60 9 .2 16.9 11 10 . 0 - - - - 9 .8 - - - 12 9 . 3 K= 5 . 60 10.3 18 . 0 13 10 .0 - - - - 11.2 - - - 14 9 . 3 K= 5 . 60 13 . 6 20 .6 15 10 .0 - - - - 14.7 - - - 16 10 . 0 - - - - 17 . 6 - - - 17 10 .0 - - - - 19 .0 - - - 18 9 .2 - - - - 20 .3 - - - 19 9 .3 K= 5 . 60 14.3 21.1 20 10 . 0 - - - - 15.5 - - - 21 9 . 3 K= 5. 60 14.7 21.5 22 10 .0 - - - - 16 .0 - - - 23 10 . 0 - - - - 18. 6 - - - 24 10 . 0 - - - - 19 .7 - - - 25 9 .2 - - - - 20 . 6 - - - 26 9 .2 - - - - 20 .7 - - - 27 9 .2 - - - - 20 .9 - - - 28 4 .5 - - - - 24.0 - - - 29 9 . 8 - - - - 22 .9 - - - 30 9 . 8 - - - - 24. 6 - - - RT 9 .8 - - - - 24.6 - - - BF1 3 . 0 - - - - 27 . 6 - - - BF2 3 . 0 - - - - 32 .6 - - - .: Y I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/29/2000 I: \HASSDATA\5943-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS NODE ANALYSIS DATA (cont. ) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RB 0 .5 - - - - 33 .7 - - - SOURCE 0 .0 SOURCE 34.1 152 .4 -. J V I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/29/2000 I: \HASSDATA\5943-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16.8 1.080 PL 3 .00 PF 1.1 1 9 . 3 5 . 6 9 .0 16 . 8 5.9 120 FTG 2ET PE -0 .3 2 10 . 0 0 .0 9 .8 0 . 0 0 .082 TL 13 .37 PV 0.2 Pipe: 2 -16 . 8 1.080 PL 12 .50 PF 1.4 2 10 .0 0 .0 9 . 8 0 .0 5 .9 120 FTG 2E PE 0 . 0 4 10 .0 0 .0 11.2 0 .0 0 .082 TL 17 .11 PV 0 .2 Pipe: 3 -18 .1 1.080 PL 0 .42 PF 1.0 3 9 . 3 5 . 6 10 .5 18 .1 6.3 120 FTG 2ET PE -0 .3 4 10 . 0 0 .0 11.2 0 .0 0 .094 TL 10 .79 PV 0 .3 Pipe: 4 -34.9 1.408 PL 15 .00 PF 1.3 4 10 .0 0 .0 11.2 0 .0 7 .2 120 FTG ---- PE 0 .0 6 10 . 0 0.0 12 .5 0 .0 0 .087 TL 15.00 PV 0.3 Pipe: 5 -19 . 3 1.080 PL 1. 00 PF 1. 0 5 9 . 3 5. 6 11 . 8 19 . 3 6.7 120 FTG ET PE -0 .3 6 10 . 0 0 .0 12 .5 0 . 0 0 .105 TL 9 .07 PV 0 .3 Pipe: 6 -54 .2 1.408 PL 15 . 00 PF 2 .9 6 10 .0 0 .0 12 . 5 0 .0 11 .2 120 FTG ---- PE 0.0 7 10 .0 0 .0 15 .4 0 .0 0 .196 TL 15 .00 PV 0 . 8 Pipe: 7 -54 .2 1.639 PL 16 . 83 PF 3 . 6 7 10 .0 0 .0 15 .4 0 .0 8 .2 120 FTG E2T PE 0 .0 8 10 .0 0 .0 19.1 0 .0 0.094 TL 38 . 65 PV 0 .5 Pipe: 8 -54.2 1 . 639 PL 1 . 00 PF 0.9 8 10 . 0 0 .0 19.1 0 .0 8 .2 120 FTG T PE 0 .3 9 9 .2 0 .0 20 .3 0 .0 0 .094 TL 9 .73 PV 0 . 5 Pipe: 10 -16 . 9 1.080 PL 0 .42 PF 0.9 10 9.3 5. 6 9 .2 16 .9 5 . 9 120 FTG 2ET PE -0.3 11 10 .0 0.0 9 . 8 0 .0 0 .083 TL 10 .79 PV 0.2 Pipe: 11 -16 .9 1.080 PL 12 .50 PF 1.4 11 10 .0 0 .0 9 . 8 0 .0 5 .9 120 FTG 2E PE 0 .0 13 10 .0 0 .0 11 . 2 0 .0 0 .083 TL 17 .11 PV 0 .2 Pipe: 12 -18 . 0 1.080 PL 2 . 00 PF 1. 1 12 9.3 5 . 6 10 .3 18 .0 6.3 120 FTG 2ET PE -0 . 3 13 10 . 0 0 .0 11 .2 0 .0 0 .093 TL 12 .37 PV 0.3 Pipe: 12A -34.9 1.408 PL 24. 00 PF 3 .5 13 10 . 0 0 .0 11 .2 0 .0 7 .2 120 FTG 3ET PE 0 .0 15 10 .0 0 .0 14 .7 0 .0 0 .087 TL 40 .54 PV 0 .3 Pipe: 12B -20 . 6 1.080 PL 1.58 PF 1 .4 14 9.3 5 . 6 13 . 6 20 . 6 7 .2 120 FTG 2ET PE -0 .3 15 10.0 0 .0 14.7 0 .0 0 .120 TL 11. 95 PV 0 .4 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/29/2000 I: \HASSDATA\5943-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12C -55. 6 1.408 PL 14.00 PF 2 .9 15 10 . 0 0 .0 14 .7 0 .0 11.5 120 FTG ---- PE 0 . 0 16 10 .0 0 .0 17 . 6 0 .0 0 .206 TL 14.00 PV 0 .9 Pipe: 12D -55 . 6 1.639 PL 10 .33 PF 1.4 16 10 .0 0 .0 17 . 6 0 .0 8 . 5 120 FTG E PE 0 . 0 17 10 .0 0 .0 19 .0 0 .0 0 .098 TL 14 . 69 PV 0 . 5 Pipe: 12E -55. 6 1.639 PL 1 . 00 PF 1 . 0 17 10.0 0 .0 19 .0 0 .0 8.5 120 FTG T PE 0 .3 18 9.2 0 .0 20 .3 0 .0 0.098 TL 9 .73 PV 0 . 5 Pipe: 12F 54 .2 3 .314 PL 3 .42 PF 0 .0 18 9 .2 0 . 0 20 .3 0 .0 2 . 0 120 FTG ---- PE 0 .0 9 9 .2 0 . 0 20 .3 0 .0 0 .003 TL 3 .42 PV 0 .0 Pipe: 12G -21.1 1.080 PL 2 .00 PF 1 . 5 19 9 .3 5 . 6 14 .3 21 .1 7 .4 120 FTG 2ET PE -0 . 3 20 10 .0 0 .0 15 .5 0 .0 0 .125 TL 12 .37 PV 0 . 4 Pipe: 12G1 -21.1 1.408 PL 15 . 00 PF 0 .5 20 10 .0 0 .0 15 .5 0 .0 4.4 120 FTG ---- PE 0 .0 22 10 .0 0 .0 16 .0 0 .0 0 .034 TL 15 .00 PV 0 .1 Pipe: 12H -21.5 1.080 PL 2 .00 PF 1 . 6 21 9 .3 5 . 6 14 .7 21.5 7 .5 120 FTG 2ET PE -0 :3 22 10 . 0 0 .0 16 .0 0 .0 0 .129 TL 12 .37 PV 0 .4 Pipe: 12J -42 . 6 1.408 PL 14. 00 PF 2 . 6 22 10 .0 0 .0 16 .0 0 . 0 8 . 8 120 FTG 2E PE 0 .0 23 10 .0 0 .0 18 . 6 0 .0 0.126 TL 20 .62 PV 0 .5 Pipe: 12K -42 . 6 1.639 PL 13 .33 PF 1.1 23 10 . 0 0 .0 18 . 6 0 .0 6 . 5 120 FTG E PE 0 . 0 24 10 .0 0 .0 19 .7 0 .0 0.060 TL 17 . 69 PV 0 .3 Pipe: 12L -42 .6 1.639 PL 1.00 PF 0 . 6 24 10 . 0 0 .0 19 .7 0 .0 6.5 120 FTG T PE 0 .3 25 9 .2 0 .0 20 . 6 0 .0 0 .060 TL 9 .73 PV 0 .3 Pipe: 12M -42 . 6 3 .314 PL 3 .92 PF 0 .1 25 9 .2 0 .0 20 . 6 0 .0 1. 6 120 FTG T PE 0 . 0 26 9 .2 0 .0 20 .7 0 .0 0 .002 TL 25 .76 PV 0 .0 Pipe: 12N -109 . 8 3 .314 PL 8 .08 PF 0 .3 18 9 .2 0 .0 20 .3 0 .0 4.1 120 FTG T PE 0 .0 26 9 .2 0 .0 20 .7 0 .0 0.011 TL 29 .92 PV 0 .1 Pipe: 120 -152 . 4 3 .314 PL 5.25 PF 0 .3 26 9 .2 0 . 0 20 .7 0 .0 5.7 120 FTG L PE 0 .0 27 9 .2 0 .0 20 .9 0 .0 0 .021 TL 12 .53 PV 0 .2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/29/2000 I:\HASSDATA\5943-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12P -152.4 3 .314 PL 5.00 PF 1.0 27 9 .2 0 .0 20.9 0 .0 5.7 120 FTG TLB PE 2 . 0 28 4.5 0 .0 24 . 0 0 .0 0.021 TL 48 . 68 PV 0 .2 Pipe: 12Q -152 .4 4.310 PL 121.00 PF 1 .2 28 4.5 0 .0 24 . 0 0 .0 3 .4 120 FTG T8L PE -2 .3 29 9 . 8 0 .0 22 .9 0 .0 0 .006 TL 215 .77 PV 0 .1 Pipe: 12R -152 .4 4.310 PL 175.00 PF 1. 6 29 9 .8 0.0 22 . 9 0 .0 3 .4 120 FTG TBLB PE 0 .0 30 9 .8 0.0 24.6 0 .0 0 .006 TL 286 .50 PV 0 .1 Pipe: 15 -152.4 6.357 PL 26 .96 PF 0 .1 30 9 .8 0 .0 24. 6 0 .0 1.5 120 FTG T2LB PE 0 .0 RT 9 . 8 0 .0 24. 6 0 .0 0 .001 TL 99 . 89 PV 0 .0 Pipe: 16 -152 .4 6 .357 PL 6.21 PF 0 .0 RT 9 .8 0 .0 24. 6 0 .0 1.5 120 FTG LB PE 2 .9 BF1 3 .0 0 .0 27 . 6 0 .0 0 .001 TL 30.10 PV 0 . 0 Pipe: 17 FIXED PRESSURE LOSS DEVICE BF2 3 .0 0 .0 32 . 6 0 .0 5 . 0 psi, 152 .4 gpm BF1 3 .0 0 .0 27 . 6 0 .0 Pipe: 18 -152 .4 6.357 PL 2 .50 PF 0 . 0 BF2 3 . 0 0 .0 32 . 6 0 .0 1 . 5 120 FTG L PE 1 .1 RB 0 . 5 0 .0 33 .7 0 .0 0 .001 TL 13 . 82 PV 0 .0 Pipe: 19 -152 .4 6 .280 PL 231.00 PF 0.2 RB 0 . 5 0 . 0 33 .7 0 .0 1. 6 140 FTG T3LG PE 0 .2 SOURCE 0 . 0 SRCE 34.1 (N/A) 0 .001 TL 336 .00 PV 0 .0 NOTES: (1) Calculations were performed by the HASS 7 .2 computer program under license no. 5009058210 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 . 003 gpm and a maximum imbalance at any node of 0 . 090 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 11.5 ft/sec at pipe 12C. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/29/2000 I: \HASSDATA\5943-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1 .080 2 .30 5.76 2 .30 5.76 6.91 1.15 11.52 11.52 5.76 1.408 3 .31 6. 62 2 .21 7 .72 6. 62 1.10 11.03 11.03 6. 62 1. 639 4.36 8.73 2 .18 9.82 6.54 1.09 10 .91 10 .91 8 .73 3 .314 10 .19 21.84 7 .28 23 .29 14.56 1.46 18 .93 14.56 21 .84 4 .310 13 .94 27 .87 8 .36 30 . 66 16.72 2 .79 27 . 87 13 .94 27 .87 6.357 17.60 37 .72 11.32 40 .23 12 .57 3 .77 35.21 23 .89 37 .72 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 24.00 52 .00 16. 00 55 .00 17 .00 5.00 52 .00 • ; i �w ;�: I FROM : TRAC'Y IFI ENTERPRIZES PLIONE NO. : 425+4e96294 Oct.' O6 2020 12:19PM P3 J.J Tracy PC Box 2691 Woodlnville,WA.9W72 Phgne;204-OW-W22 Fax:425-469.6294 Fm Tao Fire SySWM West Fwsara Jim Tracy Pam 253-736-0113 Daw October 6,2000 Phooss 263-533-1245 PaIIess 2 net DSHS(Smokey Pt.—Ariington) CC. � -- 0 Urgent Ed For Review U Please Commwnf 13 Pbase Reply 11 pleaso ReaYels -canmonts: Att&ched Is a copy of Do autsnratla sprhrldar TI approval. A copy has also hoom*@M to Dave Amisnu►%Astlastm Building D aparbrusrrt. This is a rush Jehr inns they Want to ocaapy raxt wool- Please try to sclY4ctuls an impaction ae a~ ar you get the instagn6on pwmit. 1 can be roacl>tad oar WW aell pheee at 206-940- 9622. V 1 — 4L. � xsl� — 4 1_I —% 1 1 I •L ■ VJ I I0 IL -P Sri — y a"- Now- I — . n i 1 I 1 I I 1 �y ■ I �■■ _ OMP ' ■ 1 f } FROM TRACY III ENTERPRIZES PHONE NO. 425+4899294 Oct. 05 2000 12:19PM P2 October 6, 2000 TO; Fire Systems West 219 Frontage Rd. N #B Pacific, WA 98047 FR Jim Tracy Code Consultant Michael J. Gale and Associams PO Box 1390 Monroe,WA 98272 RE- DSHS Office(1st floor) 16710 Smokey Point Blvd. Arlington,WA PLANT REVIEW AUTOMATIC SPRLNKLFA SYSTEM The automatic sprinkler system plans submitted by Fire Systems West and stamped (sealed)by John Samwel for the referenced building have been reviewed for conformance with the requirements of NFPA 13, Installation of Sprinkler Systems(LMC Standard 9-1). The plan review set includes three plan sheets, and hydraulic calculdtlodk The sy!w-m has been designed to a density of.10 gpm per sq. ft. over a design densft 6f 900 sq. ft. Mail Review C;4�n1, ?�rrCS: 1. Provide a 200-psi hydrostatic test of the automatic sprinkler piping in the affected area. See NT)FPA,. 13 (1999) Sedion 10-2.2 2. To schedule inspections and tests of the automatic sprinkler system, call Jim Tracy at 360-788-8962. We will coordinate with the City of Arlington Building and Fire Departments. 1IN. 0 0ME ON 7 0 ■ i J III NO r r ON MEN — • — • • - - - _ . �. _ IN _ tl . a . . - - ' 00 r0o0 • 1 ■ 7 .• r _ ■ • _ . F IN r ` • IN J 1 . ■ , i - • - - • ■ 1 • 0 MEN 0 0 — IN - I ON 0 ME 0 MISS ON NO ■ _ 1 - ME i ri■ ■ it ■ �r ■ - i■ ■ ME ■ �■ 6 ■ ` ■ _ ■ZNIL 11 ME rIr momm ON I ME ml IN L51 ■ ■ I ME ME w 0111HINN ONON �1111 r.M ■ M3z3LC I LON 107 I'll E ON NO 1 ON im &-to r L. So r rae& m NO NO ON No A J ON 11 NO ON I NO I NINE 0 ME IN ON 1• ' m ON 96 --j NO I % :!pNO 'J 0 ON ON ON '_ 6 0 0 brm NNO I gr NO INME df— T ON IN IN M 0 IN ME 01 Building Dept Project Tracking Form Contractor:NameA address;- ,: a..Permit No Date Received: /0 --3 OC2 More info required: Information received: Sent.to: Y: L date sent " F " due�back- called:` .. received �1ZA� 10162100 ( lb 'o Comments tracking �'-1 � ? , City of Arlington Building Dept FIRE DEPARTMENT CHECKL.IS'1' PERMIT 11 OO -- 4 2 DATE: NAME: ek,l is 6 L j A u)-rk zV► ,-C ADDRESS: 16 7/0 LEGAL: BUILDING USE: OCCUPANCY CLASSIFICATION: A I rB E F H 1 1 2 2.1 3 4 1 2 1 3 1 2 1 1 2 1 3 1 4 1 5 1 6 7 I M R S U 1.1 1 1.2 1 2 3 1 3 1 1 2 3 4 1 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE-HOUR. N H.T. ;' ONE-HOUR ; N Item inspected&completed / Signature & Date: Site Plan: Approved tom- Denied Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: f Date: l019z& f�' Signature Build\form\fdchecklist �' IA u L _ alA11 U- _IrLI I III' t i .NJMIy -'mod jL:U 't" - - - F10 10 - JIB ) JI N W "IJ •)n -_ - ' 1 ' '' 1: 1L ti� U 11A I r r I _ I i r• I "� � I - - _ I T I ri r I i �i 11 ■rir ` 'L 11 r+ T �W, T-LT I- IN ti IA f• u_ ---I] lug�T�� fl i i I u i City of Arlington Building Dept FII DEPARTMENT CHECKLIST PERMIT # fJ0 -- 4 Z g DATE: NAME: 0L W b A m.,Tk l(2V njr- JSi S Cps�� ADDRESS: 16 710 e-7':'�4t4� RLV D LEGAL: BUILDING USE: OCCUPANCY CLASSIFICATION: 12 A B E F H 1 1 2 12.1131 4 1 1 2 1 3 1 1 2 1 1 2 1 3 1 4 1 5 1 6 1 7 I M R S U 1.1 1 1.2 1 2 1 3 1 1 3 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR I N ONE-HOUR N H.T. NE-HOUR N Item inspected &completed Signature & Date: Site Plan: Approved Denied Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: igmture Build\form\fdchecklist ' IN ■ ■ 111 loll iit■ 'Li7 • % a u I-'•11L- �Lrju ■jj -'uu 1lI M Jim .I., 1 ■ noire ■ I I L I r l ■ 1 t — LI r i IA7 ■ ''11 111 loll, i I lit ■ ■ 6! - - - 7n n . Fire Systems West, Inc. 219 Frontage Road North, Suite B • Pacific,Washington 98047-1023 • (253) 833-1248 • (253) 735-0113 LETTER OF TRANSMITTAL DATE 9/08/00 IJOBN002-16-5943 TO: CITY OF ARLINGTON ATTENTION FIRE PREVENTION DIVISION 238 NORTH OLYMPIC AVE RE DSHS LEASED OFFICE T.I. ARLINGTON, WA 98223 WE ARE SENDING YOU: ® Attached [--]under separate cover via the following items ® Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specification ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 5 8-28-00 3 FIRE PROTECTION PLANS 5 8-29-00 1 HYDRAULIC CALCULATIONS 4 1 LEGAL DESCRIPTION THESE ARE BEING TRANSMITTED as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For your use ❑Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints CI For review and comment ❑ ❑ For bids due ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS RE CITY OF ARL.INGT COPY TO SIGNED: VINCE HUMPHREYS J SYSTEMS WEST 600 SE MARITIME AVE. SUITE 300 VANCOUVER, WA. 98661 (360) 693-9906 HYDRAULIC CALCULATIONS F99 4�CatiAq� R?j FOR n SMOKEY POINT HOTEL AND OFFICE COMPLEX .John ' (\ DSHS OFFICE 1st FLOOR s1...,. 8 HEAD CALCULATION FILE NUMBER: 5943-DSHS1 DATE: AUG 29, 2000 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM\SQ. FT. AREA OF APPLICATION: 900 SQ. FT. COVERAGE PER SPRINKLER: 168.0 SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 152.4 gpm TOTAL WATER REQUIRED (including hose) : 252 .4 gpm FLOW AND PRESSURE (@ BOR) : 152 .4 gpm @ 33 .7 psi SPRINKLER ORIFICE SIZE: 1/2 inch - 5 . 6 K NAME OF CONTRACTOR: FIRE SYSTEMS WEST DESIGN/LAYOUT BY: VINCE HUMPHREYS OCC 3 ��oo AUTHORITY HAVING JURISDICTION CITY OF ARLINGTON pF A��1�G�pN CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1 SPRINKLER,SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/29/2000 I:\HASSDATA\_ !3-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS 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 41 .0 20 .0 900 .0 39 .0 252 .4 34 .1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 252 .4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 .0 GPM OTHER HOSE STREAM ALLOWANCES 0 .0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 152 .4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9 .3 K= 5. 60 9 .0 16.8 2 10 . 0 - - - - 9 .8 - - - 3 9 .3 K= 5 . 60 10.5 18.1 4 10 . 0 - - - - 11.2 - - - 5 9 .3 K= 5 . 60 11. 8 19 .3 6 10 . 0 - - - - 12 .5 - - - 7 10 .0 - - - - 15 .4 - - - 8 10 .0 - - - - 19 .1 - - - 9 9 .2 - - - - 20 .3 - - - 10 9 .3 K= 5 . 60 9 .2 16.9 11 10 .0 - - - - 9 .8 - - - 12 9 .3 K= 5 . 60 10 .3 18.0 13 10 .0 - - - - 11.2 - - - 14 9 .3 K= 5 . 60 13 . 6 20.6 15 10 .0 - - - - 14 .7 - - - 16 10 . 0 - - - - 17 . 6 - - - 17 10 .0 - - - - 19 .0 - - - 18 9 .2 - - - - 20 .3 - - - 19 9 .3 K= 5 . 60 14 .3 21.1 20 10 . 0 - - - - 15 .5 - - - 21 9 .3 K= 5 . 60 14.7 21.5 22 10 . 0 - - - - 16 .0 - - - 23 10 . 0 - - - - 18 .6 - - - 24 10 . 0 - - - - 19 .7 - - - 25 9 .2 - - - - 20 .6 - - - 26 9 .2 - - - - 20 .7 - - - 27 9 .2 - - - - 20 .9 - - - 28 4. 5 - - - - 24.0 - - - 29 9 . 8 - - - - 22 .9 - - - 30 9 . 8 - - - - 24 . 6 - - - RT 9 . 8 - - - - 24. 6 - - - BF1 3 . 0 - - - - 27 . 6 - - - BF2 3 . 0 - - - - 32 . 6 - - - r SPRINKLER STEM HYDRAULIC ANALYSIS Page 2 DATE: 8/29/2000 I: \HASSDATA\.`. .3-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS NODE ANALYSIS DATA (cont. ) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) RB 0.5 - - - - 33 .7 - - - SOURCE 0.0 SOURCE 34.1 152 .4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS E-� Page 3 DATE: 8/29/2000 I: \HASSDATA\_ 13-DSHSI .SDF JOB TITLE: SMOKEY POINT DSHS PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -16. 8 1.080 PL 3 . 00 PF 1.1 1 9 .3 5.6 9 .0 16 . 8 5.9 120 FTG 2ET PE -0 .3 2 10.0 0 .0 9 .8 0 . 0 0 .082 TL 13 .37 PV 0 .2 Pipe: 2 -16.8 1.080 PL 12 .50 PF 1.4 2 10 .0 0 .0 9 . 8 0 . 0 5 .9 120 FTG 2E PE 0 .0 4 10 .0 0 .0 11.2 0 . 0 0.082 TL 17 .11 PV 0 .2 Pipe: 3 -18.1 1.080 PL 0 .42 PF 1 . 0 3 9 .3 5 . 6 10 .5 18 . 1 6.3 120 FTG 2ET PE -0 .3 4 10 .0 0 .0 11.2 0 .0 0.094 TL 10 .79 PV 0 .3 Pipe: 4 -34.9 1 .408 PL 15 .00 PF 1 .3 4 10.0 0 .0 11.2 0 . 0 7 .2 120 FTG ---- PE 0 . 0 6 10 .0 0 .0 12 .5 0 . 0 0.087 TL 15 .00 PV 0 .3 Pipe: 5 -19 .3 1.080 PL 1.00 PF 1 .0 5 9 .3 5 .6 11. 8 19 .3 6.7 120 FTG ET PE -0 .3 6 10 . 0 0 .0 12 .5 0 . 0 0.105 TL 9 .07 PV 0 .3 Pipe: 6 -54.2 1.408 PL 15 .00 PF 2 .9 6 10 .0 0 .0 12 . 5 0 . 0 11.2 120 FTG ---- PE 0 .0 7 10 .0 0 .0 15 .4 0 . 0 0 .196 TL 15 .00 PV 0 .8 Pipe: 7 -54.2 1.639 PL 16 . 83 PF 3 . 6 7 10.0 0 .0 15.4 0 . 0 8 .2 120 FTG E2T PE 0 .0 8 10 .0 0 . 0 19 .1 0 . 0 0 .094 TL 38 . 65 PV 0 .5 Pipe: 8 -54.2 1.639 PL 1 . 00 PF 0 .9 8 10 .0 0 .0 19 .1 0 .0 8.2 120 FTG T PE 0 .3 9 9 .2 0 . 0 20 .3 0 .0 0.094 TL 9 .73 PV 0 .5 Pipe: 10 -16.9 1 .080 PL 0 .42 PF 0 .9 10 9 .3 5 . 6 9 .2 16.9 5.9 120 FTG 2ET PE -0 .3 11 10 .0 0 .0 9 . 8 0 . 0 0.083 TL 10 .79 PV 0 .2 Pipe: 11 -16.9 1.080 PL 12 . 50 PF 1 .4 11 10 .0 0 .0 9 . 8 0 . 0 5 .9 120 FTG 2E PE 0 . 0 13 10 .0 0 .0 11 .2 0 . 0 0 .083 TL 17 .11 PV 0 .2 Pipe: 12 -18 .0 1.080 PL 2 . 00 PF 1.1 12 9.3 5 . 6 10 .3 18 . 0 6 .3 120 FTG 2ET PE -0.3 13 10 .0 0 .0 11.2 0 . 0 0 .093 TL 12 .37 PV 0.3 Pipe: 12A -34 .9 1.408 PL 24.00 PF 3 .5 13 10.0 0 .0 11.2 0 . 0 7 .2 120 FTG 3ET PE 0 .0 15 10.0 0.0 14.7 0 . 0 0 .087 TL 40 .54 PV 0 .3 Pipe: 123 -20 .6 1.080 PL 1 .58 PF 1 .4 14 9 .3 5 . 6 13 .6 20 . 6 7 .2 120 FTG 2ET PE -0 .3 15 10 .0 0 .0 14.7 0 .0 0 .120 TL 11.95 PV 0 .4 �+ .. u: SPRINKLER SYSTEM HYDRAULIC ANALYSIS f Page 4 DATE: 8/29/2000 I: \HASSDATA\ 3-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12C -55 . 6 1.408 PL 14.00 PF 2 .9 15 10 . 0 0 .0 14 .7 0 .0 11 .5 120 FTG ---- PE 0 . 0 16 10. 0 0 .0 17 . 6 0 .0 0.206 TL 14.00 PV 0 .9 Pipe: 12D -55 . 6 1.639 PL 10.33 PF 1.4 16 10 .0 0 .0 17 . 6 0 .0 8 . 5 120 FTG E PE 0 .0 17 10 . 0 0 .0 19 . 0 0 .0 0.098 TL 14 . 69 PV 0 .5 Pipe: 12E -55 . 6 1.639 PL 1.00 PF 1.0 17 10. 0 0 .0 19 .0 0 .0 8.5 120 FTG T PE 0 .3 18 9.2 0.0 20 .3 0 .0 0 .098 TL 9.73 PV 0.5 Pipe: 12F 54.2 3 .314 PL 3 .42 PF 0 . 0 18 9 .2 0 .0 20 .3 0 .0 2 .0 120 FTG ---- PE 0 . 0 9 9 .2 0 .0 20 .3 0 .0 0.003 TL 3 .42 PV 0 . 0 Pipe: 12G -21.1 1.080 PL 2 .00 PF 1. 5 19 9 .3 5 . 6 14 .3 21. 1 7 .4 120 FTG 2ET PE -0 .3 20 10 .0 0 .0 15 .5 0 . 0 0 .125 TL 12 .37 PV 0 .4 Pipe: 12G1 -21. 1 1.408 PL 15 .00 PF 0 .5 20 10.0 0.0 15 .5 0 .0 4 . 4 120 FTG ---- PE 0 .0 22 10 .0 0 .0 16 . 0 0 .0 0 .034 TL 15.00 PV 0 .1 Pipe: 12H -21.5 1.080 PL 2 .00 PF 1 . 6 21 9 .3 5 .6 14 .7 21 . 5 7 .5 120 FTG 2ET PE -0 .3 22 10 . 0 0 .0 16 .0 0 . 0 0 .129 TL 12 .37 PV 0 .4 Pipe: 12J -42 .6 1.408 PL 14.00 PF 2 .6 22 10 .0 0 .0 16 .0 0 .0 8 .8 120 FTG 2E PE 0 . 0 23 10 .0 0 .0 18 . 6 0 .0 0 .126 TL 20 .62 PV 0 .5 Pipe: 12K -42 . 6 1.639 PL 13 .33 PF 1.1 23 10 . 0 0 .0 18 .6 0 .0 6. 5 120 FTG E PE 0 .0 24 10 . 0 0 .0 19 .7 0 .0 0 .060 TL 17 . 69 PV 0 .3 Pipe: 12L -42 .6 1.639 PL 1.00 PF 0 . 6 24 10 .0 0 .0 19 .7 0 .0 6.5 120 FTG T PE 0 .3 25 9 .2 0 .0 20 . 6 0 . 0 0 .060 TL 9 .73 PV 0 .3 Pipe: 12M -42 . 6 3 .314 PL 3 .92 PF 0 .1 25 9.2 0 .0 20 .6 0 .0 1.6 120 FTG T PE 0 .0 26 9.2 0 .0 20 .7 0 .0 0 .002 TL 25.76 PV 0 .0 Pipe: 12N -109 .8 3 .314 PL 8 .08 PF 0 .3 18 9 .2 0 .0 20 .3 0 .0 4.1 120 FTG T PE 0 . 0 26 9 .2 0 .0 20 .7 0 .0 0.011 TL 29 .92 PV 0 .1 Pipe: 120 -152 . 4 3 .314 PL 5 .25 PF 0 .3 26 9 .2 0 .0 20 .7 0 .0 5 .7 120 FTG L PE 0 .0 27 9.2 0 .0 20 .9 0 . 0 0 .021 TL 12 .53 PV 0 .2 L SPRINKLER SYSTEM HYDRAULIC ANALYSIS ,�- Page 5 DATE: 8/29/2000 I:\HASSDATA\• 13-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12P -152 .4 3 .314 PL 5 .00 PF 1.0 27 9 .2 0 .0 20 . 9 0 .0 5.7 120 FTG TLB PE 2 . 0 28 4. 5 0 .0 24 . 0 0 .0 0 .021 TL 48. 68 PV 0 .2 Pipe: 12Q -152 .4 4.310 PL 121.00 PF 1.2 28 4.5 0 .0 24. 0 0 .0 3 .4 120 FTG T8L PE -2 .3 29 9.8 0 .0 22 .9 0 .0 0 .006 TL 215 .77 PV 0 .1 Pipe: 12R -152 .4 4.310 PL 175 .00 PF 1. 6 29 9 . 8 0 .0 22 .9 0 .0 3 .4 120 FTG T8LB PE 0 .0 30 9.8 0 .0 24 . 6 0 . 0 0 .006 TL 286.50 PV 0 .1 Pipe: 15 -152 .4 6 .357 PL 26 .96 PF 0 .1 30 9 .8 0 .0 24 . 6 0 .0 1.5 120 FTG T2LB PE 0 .0 RT 9 . 8 0 .0 24 . 6 0 .0 0 .001 TL 99 .89 PV 0 .0 Pipe: 16 -152 .4 6.357 PL 6.21 PF 0 .0 RT 9.8 0 .0 24. 6 0 .0 1.5 120 FTG LB PE 2 .9 BF1 3 .0 0 .0 27 . 6 0 .0 0 .001 TL 30 .10 PV 0 .0 Pipe: 17 FIXED PRESSURE LOSS DEVICE BF2 3 . 0 0 .0 32 . 6 0 . 0 5 .0 psi, 152 .4 gpm BF1 3 .0 0 .0 27 . 6 0 . 0 Pipe: 18 -152 .4 6.357 PL 2 .50 PF 0 .0 BF2 3 . 0 0 . 0 32 . 6 0 .0 1.5 120 FTG L PE 1 .1 RB 0 . 5 0 .0 33 .7 0 .0 0 .001 TL 13 .82 PV 0 .0 Pipe: 19 -152 .4 6.280 PL 231.00 PF 0 .2 RB 0 . 5 0 .0 33 .7 0 . 0 1 . 6 140 FTG T3LG PE 0 .2 SOURCE 0. 0 SRCE 34.1 (N/A) 0 .001 TL 336 .00 PV 0 . 0 NOTES: (1) Calculations were performed by the HASS 7 .2 computer program under license no. 5009058210 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. 003 gpm and a maximum imbalance at any node of 0 .090 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 11.5 ft/sec at pipe 12C. SPRINKLER YSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/29/2000 f I: \HASSDATA\_��3-DSHSI.SDF JOB TITLE: SMOKEY POINT DSHS (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1 .080 2 .30 5.76 2 .30 5 .76 6.91 1.15 11 .52 11.52 5 .76 1 .408 3 .31 6. 62 2 .21 7 .72 6.62 1.10 11 .03 11. 03 6. 62 1. 639 4.36 8 .73 2 .18 9 .82 6.54 1.09 10 .91 10 .91 8 .73 3 .314 10.19 21. 84 7 .28 23 .29 14.56 1.46 18 .93 14. 56 21. 84 4.310 13 .94 27 .87 8.36 30. 66 16.72 2 .79 27 .87 13 .94 27 . 87 6 .357 17 . 60 37.72 11.32 40 .23 12 .57 3 .77 35 .21 23 .89 37 .72 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 24.00 52 .00 16.00 55 .00 17 .00 5.00 52 .00 FROM : RAMO REALTY TEL: 206 653 5332 1SEP. 9.2000 12:41 PM P 1 01-01 6�Npf1chlpt- .. 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X (0rrI�6 vs vN rLU MBI N C MECHANICAL NO. TVPR OF PIYTURB FELL :4 FIXTEMRS NO_ TYPE OF BOUIPMFNT' PBB is F=;L]3S WATER CLOSDf 1 COND.uHrm-11.P. PA. u . IK•'' IATHTUR UIPRIGMtATION UNITS-fll.ZA. 34wp.1110,1 VATORY ,oIj BASIN) 30D L'RS-112.m Nwp,got** lowm ,ASFIRBDAL.UNrfS-TONNAGE EA. muiplia, ITCI IBN SINK A DISPOSAL ORC80 AIR SYSI'BMS-D.T V. M )ISHWASIDSR ALL 1111A'ITiRS-ILT.U. M .AtINDRY TRAY Ntl'I ILrATIlAS-MT.U, /)d WTHES W,A.SIMIR LVArOSLATIVE COOLERS ATHIL HEATER LOTT t tS DAYPxs JRINAL tOMLATION FAIT" )RINCLNG FOUNTAIN ZANGR HO 3•�CONI&MRCIAL LOORDRAIN ntl JLINO UNIT- CrM ACVUM DR.LP ERRS VB oOF DRAINS-RAINL WBRS !" BTAL FIRBtLACB t CHIMNBY INK(SERVICU-BAR.MV-) ATBR KRATFR ,AS PIPING 'u to S S)AB.Ideal.^i.TS � vlPmex IbllosuK 1x srrided I _ sun•taint, I ` �. AL. �I TIT PERMIT TOTAL FSFi" C TOTAL FES SIUL YARV SE 19ACK STRI:L1 SL[BALK REAR YARD SETBACK PLAN CIICCK NUMBER PLAN CHECK FEE FEL RECEIPT NO, Usk A" LOT AKf A,,, VACANT SITE YES []NO FEES VALUATION FEE I YPL OF CONS1. 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