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HomeMy WebLinkAboutPP - 351 UPLAND DR - GEORGE S BUSH & CO - PERMITS AND PLANS351 UPLAND DR ASSOCIATED PERMITS 95-5-151 877-195 FIRE SYSTEMS WEST, INC. 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WASHINGTON 98047 HYDRAULIC CALCULATIONS FOR MSA CARPET RACKS SYSTEM #1 FILE NAME: MSACALC JOB NUMBER: 5295 DATE: 06/16/95 -DESIGN DATA - OCCUPANCY CLASSIFICATION: CLASS 4 COMMODITY DENSITY: .24 gpm/sq. ft. AREA OF APPLICATION: 2000 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 19 Ceiling sprinklers 8 In -rack sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 758 gpm TOTAL WATER REQUIRED (including hose) : 1258 gpm FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: 758 gpm @ 34.6 psi 1/2 inch (in -rack) 17/32 inch (ceiling) FIRE SYSTEMS WEST DESIGN/LAYOUT BY: PAUL BOZE W AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: FIRESWI 140B1 72) CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 028I582) HRS SYSTEMS, INC. 7 ATLANTA, GA r x SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 06/12/1995 MSACALC JOB TITLE: MSA Racks at Superior Transportation Systems WATER SUPPLY DATA SOURCE NODE TAG STATIC RESID. FLOW AVAIL. TOTAL REQ'D PRESS. PRESS. @ PRESS. @ DEMAND PRESS. (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) BOR 145.0 105.0 8445.0 143.8 1258.0 34.6 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 1258.0 GPM 500.0 GPM 0.0 GPM 758.0 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 22.0 K= 8.00 13.7 29.6 2 22.0 K= 8.00 14.1 30.0 3 22.0 K= 8.00 15.1 31.0 4 22.0 K= 8.00 15.7 31.7 5 22.0 K= 8.00 16.8 32.8 6 22.0 K= 8.00 17.9 33.8 7 22.0 K= 8.00 18.2 34.2 8 22.0 K= 8.00 18.6 34.5 9 22.0 K= 8.00 13.6 29.6 10 22.0 K= 8.00 14.1 30.0 11 22.0 K= 8.00 15.0 31.0 12 22.0 K= 8.00 15.7 31.7 13 22.0 K= 8.00 16.8 32.8 14 22.0 K= 8.00 17.9 33.8 15 22.0 K= 8.00 18.2 34.1 16 22.0 K= 8.00 18.6 34.5 17 22.0 K= 8.00 21.6 37.2 18 22.0 K= 8.00 21.7 37.3 19 22.0 K= 8.00 22.4 37.8 A 9.0 K= 5.50 7.0 14.6 B 9.0 K= 5.50 7.1 14.7 C 9.0 K= 5.50 7.3 14.9 D 9.0 K= 5.50 7.8 15.3 E 9.0 K= 5.50 8.6 16.1 F 9.0 K= 5.50 9.8 17.2 G 9.0 K= 5.50 11.6 18.7 H 9.0 K= 5.50 12.3 19.3 3 20.0 24.2 T1 22.0 20.2 T2 22.0 20.1 T3 22.0 22.6 B1 20.0 24.2 B2 20.0 - - - - 24.2 B3 20.0 24.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 06/12/1995 JOB TITLE: MSA Racks at Superior Transportation Systems NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) M1 20.0 M2 20.0 M3 20.0 M4 20.0 TOR 20.0 BOR 0.0 SOURCE 24.4 24.3 24.3 24.7 25.6 34.6 758.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/12/1995 JOB TITLE: MSA Racks at. Superior Transportation Systems PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) NODES (FT) (K) (PSI) (GPM) F.L./FT Pipe: 1 1 22.0 8.0 2 22.0 8.0 Pipe: 2 2 22.0 8.0 3 22.0 8.0 Pipe: 3 3 22.0 8.0 4 22.0 8.0 Pipe: 4 4 22.0 8.0 5 22.0 8.0 Pipe: 5 5 22.0 8.0 T1 22.0 0.0 Pipe: 6 6 22.0 8.0 7 22.0 8.0 Pipe: 7 7 22.0 8.0 8 22.0 8.0 Pipe: 8 8 22.0 8.0 T1 22.0 0.0 Pipe: 9 9 22.0 8.0 10 22.0 8.0 Pipe: 10 10 22.0 8.0 11 22.0 8.0 Pipe: 11 11 22.0 8.0 12 22.0 8.0 Pipe: 12 12 22.0 8.0 13 22.0 8.0 Pipe: 13 13 22.0 8.0 T2 22.0 0.0 -29.6 13.7 29.6 6.3 14.1 30.0 - 59.6 14.1 30.0 9.4 15.1 31.0 - 90.6 15.1 31.0 8.7 15.7 31.7 -122.3 15.7 31.7 11.7 16.8 32.8 -155.1 16.8 32.8 14.8 20.2 0.0 - 33.8 17.9 33.8 5.3 18.2 34.2 -68.0 18.2 34.2 6.5 18.6 34.5 -102.5 18.6 34.5 9.8 20.2 0.0 -29.6 13.6 29.6 6.3 14.1 30.0 -59.6 14.1 30.0 9.4 15.0 31.0 -90.6 15.0 31.0 8.7 15.7 31.7 15.7 16.8 16.8 20.1 - 122.3 31.7 11.7 32.8 - 155.0 32.8 14.8 0.0 Page 3 PRESS. SUM. (PSI) 1.380 PL 6.00 PF 0.4 120 FTG ---- PE 0.0 0.071 TL 6.00 PV 0.3 1.610 PL 120 FTG 0.122 TL 8.00 8.00 PF PE PV 1.0 0.0 0.6 2.067 PL 8.00 PF 0.6 120 FTG ---- PE 0.0 0.078 TL 8.00 PV 0.5 2.067 PL 120 FTG 0.136 TL 8.00 PF ---- PE 8.00 PV 1.1 0.0 0.9 2.067 PL 4.00 PF 3.4 120 FTG T PE 0.0 0.212 TL 16.00 PV 1.5 1.610 PL 120 FTG 0.043 TL 8.00 8.00 2.067 PL 8.00 120 FTG ---- 0.046 TL 8.00 PF PE PV PF PE PV 0.3 0.0 0.2 0.4 0.0 0.3 2.067 PL 4.00 PF 1.6 120 FTG T PE 0.0 0.098 TL 16.00 PV 0.6 1.380 PL 6.00 120 FTG ---- 0.070 TL 6.00 1.610 PL 120 FTG 0.122 TL 8.00 8.00 2.067 PL 8.00 120 FTG ---- 0.078 TL 8.00 PF PE PV PF PE PV PF PE PV 2.067 PL 8.00 PF 120 FTG ---- PE 0.136 TL 8.00 PV 0.4 0.0 0.3 1.0 0.0 0.6 0.6 0.0 0.5 1.1 0.0 0.9 2.067 PL 4.00 PF 3.4 120 FTG T PE' 0.0 0.211 TL 16.00 PV 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/12/1995 JOB TITLE: MSA Racks at Superior Transportation Systems PIPE DATA (cont.) Page 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. ENID ELEV. NOZ. PT DISC. VEL(FPS) H' 1(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -33.8 1.610 PL 8.00 PF 0.3 14 22.0 8.0 17.9 33.8 5.3 120 FTG ---- PE 0.0 15 22.0 8.0 18.2 34.1 0.043 TL 8.00 PV 0.2 Pipe: 15 -67.9 2.067 PL 8.00 PF 0.4 15 22.0 8.0 18.2 34.1 6.5 120 FTG ---- PE 0.0 16 22.0 8.0 18.6 34.5 0.046 TL 8.00 PV 0.3 Pipe: 16 -102.4 2.067 PL 4.00 PF 1.6 16 22.0 8.0 18.6 34.5 9.8 120 FTG T PE 0.0 T2 22.0 0.0 20.1 0.0 0.098 TL 16.00 PV 0.6 Pipe: 17 -37.2 2.067 PL 8.00 PF 0.1 17 22.0 8.0 21.6 37.2 3.6 120 FTG ---- PE 0.0 18 22.0 8.0 21.7 37.3 0.015 TL 8.00 PV 0.1 Pipe: 18 -74.5 2.067 PL 4.00 PF 0.9 18 22.0 8.0 21.7 37.3 7.1 120 FTG T PE 0.0 T3 22.0 0.0 22.6 0.0 0.054 TL 16.00 PV 0.3 Pipe: 19 -37.8 2.067 PL 4.00 PF 0.2 19 22.0 8.0 22.4 37.8 3.6 120 FTG T PE 0.0 T3 22.0 0.0 22.6 0.0 0.016 TL 16.00 PV 0.1 Pipe: 20 -14.6 1.682 PL 8.00 PF 0.1 A 9.0 5.5 7.0 14.6 2.1 120 FTG ---- PE 0.0 B 9.0 5.5 7.1 14.7 0.007 TL 8.00 PV 0.0 Pipe: 21 -29.3 1.682 PL 8.00 PF 0.2 B 9.0 5.5 7.1 14.7 4.2 120 FTG ---- PE 0.0 C 9.0 5.5 7.3 14.9 0.026 TL 8.00 PV 0.1 Pipe: 22 -44.1 1.682 PL 8.00 PF 0.5 C 9.0 5.5 7.3 14.9 6.4 120 FTG ---- PE 0.0 D 9.0 5.5 7.8 15.3 0.056 TL 8.00 PV 0.3 Pipe: 23 -59.5 1.682 PL 8.00 PF 0.8 D 9.0 5.5 7.8 15.3 8.6 120 FTG ---- PE 0.0 E 9.0 5.5 8.6 16.1 0.098 TL 8.00 PV 0.5 Pipe: 24 -75.5 1.682 PL 8.00 PF 1.2 E 9.0 5.5 8.6 16.1 10.9 120 FTG ---- PE 0.0 F 9.0 5.5 9.8 17.2 0.153 TL 8.00 PV 0.8 Pipe: 25 -92.7 1.682 PL 8.00 PF 1.8 F 9.0 5.5 9.8 17.2 13.4 120 FTG ---- PE 0.0 G 9.0 5.5 11.6 18.7 0.223 TL 8.00 PV 1.2 Pipe: 26 -111.4 2.157 PL 8.00 PF 0.7 G 9.0 5.5 11.6 18.7 9.8 120 FTG ---- PE 0.0 H 9.0 5.5. 12.3 19.3 0.093 TL 8.00- PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 06/12/1995 JOB TITLE: MSA Racks at Superior Transportation Systems PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Page 5 Q(GPM) DIA(IN) LENGT1i PRESS. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 H 9.0 5.5 12.3 J 20.0 0.0 24.2 Pipe: 29 T1 22.0 0.0 20.2 B1 20.0 0.0 24.2 Pipe: 30 T2 22.0 0.0 20.1 B2 20.0 0.0 24.2 Pipe: 31 T3 22.0 0.0 22.6 B3 20.0 0.0 24.2 Pipe: 32 B1 20.0 0.0 24.2 B2 20.0 0.0 24.2 Pipe: 33 B2 20.0 0.0 24.2 B3 20.0 0.0 24.2 B3 J J M2 Pipe: 34 20.0 0.0 24.2 20.0 0.0 24.2 Pipe: 34A 20.0 0.0 24.2 20.0 0.0 24.3 Pipe: 35 M1 20.0 0.0 24.4 M4 20.0 0.0 24.7 M1 B1 Pipe: 35A 20.0 0.0 24.4 20.0 0.0 24.2 Pipe: 36 M2 20.0 0.0 24.3 M3 20.0 0.0 24.3 Pipe: 37 M3 20.0 0.0 24.3 M4 20.0 0.0 24.7 M4 TOR Pipe: 38 20.0 0.0 24.7 20.0 0.0 25.6 - 130.7 2.157 19.3 11.5 120 0.0 0.125 - 257.6 0.0 15.2 0.0 - 257.4 0.0 15.1 0.0 - 112.3 0.0 6.6 0.0 PL 72.00 FTG 5E2T TL 133.00 PF 16.7 B PE -4.8 PV 0.9 2.635 PL 2.00 PF 3.2 120 FTG T PE 0.9 0.166 TL 19.00 PV 1.5 2.635 PL 2.00 PF 3.1 120 FTG T PE 0.9 0.166 TL 19.00 PV 1.5 2.635 PL 2.00 PF 0.7 120 FTG T PE 0.9 0.036 TL 19.00 PV 0.3 258.3 6.357 0.0 2.6 120 0.0 0.002 0.0 6.357 0.0 0.0 120 0.0 0.000 - 111.4 6.357 0.0 1.1 120 0.0 0.000 -242.2 6.357 0.0 2.4 120 0.0 0.002 PL 12.25 PF 0.0 FTG ---- PE 0.0 TL 12.25 PV 0.0 PL 12.25 PF 0.0 FTG ---- PE 0.0 TL 12.25 PV 0.0 PL 65.00 PF 0.0 FTG T PE 0.0 TL 103.00 PV 0.0 PL 2.00 PF 0.1 FTG T PE 0.0 TL 40.00 PV 0.0 -515.9 8.249 P 0.0 3.1 120 0.0 0.002 515.9 0.0 5.2 0.0 -242.2 0.0 1.5 0.0 - 242.2 0.0 2.4 0.0 - 758.1 0.0 4.6 0.0 L 72.00 PF 0.3 FTG T PE 0.0 TL 111.00 PV 0.1 6.357 PL 28.00 PF 0.2 120 FTG ---- PE 0.0 0.008 TL 28.00 PV 0.2 8.249 PL 72.00 PF 120 FTG T PE 0.001 TL 111.00 PV 6.357 PL 120.00 PF 120 FTG T PE 0.002 TL 158.00 PV 0.1 0.0 0.0 0.3 0.0 0.0 8.249 PL 175.00 PF 0.9 120 FTG E PE 0.0 0.005 TL 195.00- PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 06/12/1995 JOB TITLE: MSA Racks at Superior Transportation Systems 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: 39 -758.0 8.249 PL 20.00 PF 0.4 TOR 20.0 0.0 25.6 0.0 4.6 120 FTG EGA PE 8.7 BOR 0.0 SRCE 34.6 (N/A) 0.005 TL 83.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 028I582 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.170 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 15.2 ft/sec at pipe 29. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly 1.682 5.00 10.00 3.00 11.00 7.00 1.00 12.00 12.00 2.157 6.00 12.00 4.00 14.00 7.00 1.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 8.249 20.00 39.00 15.00 50.00 13.00 4.00 39.00 30.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Bate: 06/12/1995 JOB TITLE: MSA Racks at Superior Transportation Systems WATER SUPPLY CURVE 180+ 1 165+ 1 1 1 150+ *\ 10\\ 1 \\ 135+ \\ 1 \\ 1 \\ P120+ \\ R 1 \\ E 1 \\ S 1 \ S105+ * <-105.0 psi @ 8445 gpm U 1 Flow Test Point R 1 E 1 90+ ( 1 P 1 S 1 I 75+ ) 1 1 1 60+ 1 1 45+ 1 1 IX 30+ LEGEND 1 1 X = Required Water Supply I 34.64 psi @ 1258.0 gpm 15+ 1 0 = Available Water Supply 1 143.82 psi @ 1258.0 gpm 0++-+---+----+ 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) WA RF_ 1-10 L}e. w� F_.xISTIpJG- A.S. J ti M 4 � L v+ 0- fm 1 ALL CF. -4_1/.1G 14E( 6-1-ITS ARE F� ACCEPTED N WITHOUT COMMENTS. ❑ AS NOTED IN RED • PER THE ATTACHED LETTER 1 Tf e drawings affixed hereto have been renewed and accepted by the City of _ Tub:wila Fire Dept. Additions, deletions 'or revisions it to these dr. wings after this dame will void this acce, :,n e and will re uire a resubmittal of revised drawings. Fi of acceptance is subject to field- . in action by a representative or this d artment 0 DILE: �a�,Y--Y,I BY: CITY OF TUKWILA 515-440/ 0. WA 2F -1-I 0U 5 -1/ l;x (S'T 11.♦ C. A ,5 . FITTER/ LI ST1E-fL - o"rr li S3r�s ARC (z MVD. C-eSSEr, E.3- FULL WALL ( R -T IAL FLOOR_ r'L_/1. c /C 4-1 Zl ALL Drzv('5 To 1E"_. C,-,' 3) NAIJC.E{ZS To r3LS_csi w/ 3g'' A -TZ- CuT To 5u 1T IN F(ELc 4) INSTALL LINES AT 9'-c>" A. * ADD 55U To IE.AC-N EA_,STING 5Z.A►JGN L1►JL FOR- 13eh. M PoCK-ET (lo-PLc ) FILE RECRi.. ED By. DLU 91987 TUKWILA FIRE PREVENTION BUREAU nZz M-CN.TEE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No..�_e 77.71.9f and exact address for shut- down or restoration approval. REVISIONS MK DATE BY A A PROJECT NAME: C-, FRG S , 4 Co , "351 UpLA1JI) VR_. TUILWILA , v.1A , WORMALD FIRE SYSTEMS 351 UPLAND DR 87-S-195 MON 1 44104, 111r, r 7 bt r r •.a1 - 4m -TX 4 z ..4 x33 -” IrrILVs _000- Arr. 10 BA' RACK EL_E:\/ATiCJN /0 S a ,.., 4, co," •..»4 0,01 sfir?a. - =Ar 44,41.44, ,,4nucca,- .3411'^+..•1„4t . fi 3 W.a . .1,14106.4. fi C 1..1 r 6-A L. M cQ A M I a 1... P><'n.J Q *. tst,-r DEFL,.V.GTC tS I $GL.c Ai LC3A,1> E,^ (sot v1/4"0- I H /134© C7L)1 RC? �A R`i" IA I_ S / 1 I 8 AY CK4 { /t 1 0 0 '7) r t+4. M erg.. L MI W uc„�E wtI/'TAM S 1 ter 4 3t( e ' MS ) I Ate t:'p VVL.VC 1' �1 , +-r 3— 41-4.4441,44- •_* E' A *T.1( r4 to - /4 t c) —r" ^14,4 FJTPQL. 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Q, • (3. a.. *M.. 111.04. , v' '1..fid ' " { —5 y..._" t r 1 r ,,• k 4 4"1* x� . . c, "�, ", .Y 343.143. (3r AN VIEW ACCEPTED QASINOTEDC NM EEDNTS ❑ PER THE ATTACHED LETTER Th draws gs aff xed hereto ha e been reviewed and accepted by the City of Tukwila Fire Dept A liitions deletions or revisions to these drawings after this date will void thi a coJtance and will require a resubm ttal of revised drawings Final acceptance is subject to field Inspection by a representative of this department DATE BY CITY OF TUKWILA 575 4407 ,J " 449 .1 ',r M.r "., 4 .� �i .' -/ se .e Tn"^-rorer ( 3 ... , .. i 4 4444. } ryeAoRlde Uotmo4sai Jo wimp (^,zngs ,101 sse.Ippe �o x p �/ �`" /-6-7 D qof ani2 pus LObb 5L5 Ileo as GO brAV41.1.13Vd30 MIA d1IM I(iL If CQNTR CT AME MSA-RACKSw Lo ct\`1'rT) C .“4,JM I O 1. s 1 t)PLAN t t -t'V WA, P8 1e.e, 4 dr TAT ION 1f CONTRACT WITH IMSA t91 gNO AsiCt4pre�LJI'YJ* { 4.44> M t Kt G?01,1•41'"SPN ;4 foo FAs I 7 I HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES U HOOK M MACHINE THREADED ROD B COACH SCREW ROD N T TOGGLE NUT c C CLAMP BEAM EYE ROD FLUSH SHELL D TOP E F P POWDER DRIVEN STUD T RHD$ SPRINKLER OR F CE S ZES AND TYPE CLAMP WEDGE ANCHOR T U G CEILING FLANGE SIDE BEAM BRACKET J BOLT V .i 3 3 r 2 SPRAT T Ti SPRAY UPRIGHT PENDENT SIZE SPR NK ERS P ND DOWN SYM TYPE MFG/MODEL Q tie Ns M O A t SIZE TEMP FINISH CANOPY QUAN MK D TE BY 4_ Rg a A D 0 0 a OPEN P SYMBOL OPE NG DOWN w X S DEWALL Q 3/4" I 1r" 1 2 APPROVALS RE . UIRED A DISTRIBUTION G `ru u✓ K SHORT CLIP 1 L ROD L Z TI DRY TYPE TE P RA NG 65 22 5 350 TOTAL THIS SHEET (,/ i LLI4 TE I L A D EOU PMENT TO BE NEW A 0 UNDERWR TEAS APPRO ED 2 Pt G D Mf= S ONS ARE CE TER TO CE TER EXCE T R SE & D ME S ONS SHOWN T USL ( -6) w C EE 0 OE D 3 EART OUA E BRACT Q SH LL SE PRO DEO IN ACCORD NCE WITH NFPA PA PHLE NO 3 4 PPE HA GERS ND` METHOD OF HANG 0 TO 8E N CCORDANCE W TH N A MPH ET NO 3. P Pt d SH L1. BE 1 ACCORD NCE WITH N PA PAMPHLET NO 13. 6 0 NG 0 PE NO F TT GS, T REAPED AND WELDED SHALL, BE N CCM) NCE W T N PA PAMPH E NO 13 q 7 OWNE TO PRO DE 0 QU TE EAT 0 PRE E T W TE I ISS OM f EZ NG IN AREAS PROTECTED B A WET P PE SPR LER S STEM 8 STRUCTURAL Pt NGTHE ESBR PONS 88QITY OFT E OWNER AND/OM S STRUCTURAL. REPRESE A VE 4 1' ,Fre Systems West ;1 1 219 FRONTAGE, Rb N SUITE B PACIFIC WA 98047j L JUN 19 1995 } (206) 8331248 ti f3 WA ,Down QUAL TY ao CONTROL -351 UPLAND DR APPROVED F F 80 95 151 s 3/1 APPROVED FOR INSTALLATION $ DATE 4}