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HomeMy WebLinkAboutPP - 12301 EAST MARGINAL WAY SOUTH - LAUGHLIN SUPPLY COMPANY - PERMITS AND PLANS12301 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS 00-S-312 95-S-206 ASSURED FIRE PROTECTION 11206 32ND ST.E. PUYALLUP,WA. 98372 HYDRAULIC CALCULATIONS FOR HD CAMPBELL OFFICE ADDITION 12301 E. MARGINAL WAY S. TUKWILA , WASHINGTON FILE NUMBER: 2209A DATE: 08/08/95 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 1 DENSITY: .15 AREA OF APPLICATION: 1500 COVERAGE PER SPRINKLER: 128 SQ FT. NUMBER OF SPRINKLERS CALCULATED: 14 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 307.8 GPM TOTAL WATER REQUIRED (including hose): 557.8 GPM FLOW AND PRESSURE (@ SOURCE) 557.8 GPM AT 60.9 PSI SPRINKLER ORIFICE SIZE: K=5.6 NAME OF CONTRACTOR: ASSURED FIRE PROTECTION HYDRALICS BY : MOREN AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPT. CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 425D138 ) HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/08/1995 2209A.SDF JOB TITLE: HD CAMPBELL OFFICE ADDITION .15/1500 (ORD HAZ) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 25 130.0 70.0 2500.0 126.3 557.8 60.9 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 557.8 GPM 250.0 GPM 0.0 GPM 307.8 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 21.5 K= 5.60 14.5 21.3 2 21.5 K= 5.60 15.7 22.2 3 21.5 K= 5.60 20.1 25.1 4 21.5 23.9 5 21.5 K= 5.60 14.6 21.4 6 21.5 K= 5.60 15.7 22.2 7 21.5 K= 5.60 20.1 25.1 7A 21.5 24.0 8 21.5 K= 5.60 11.5 19.0 9 21.5 K= 5.60 11.8 19.2 10 21.5 12.7 11 21.5 K= 5.60 15.5 22.0 12 21.5 16.7 13 21.5 K= 5.60 19.5 24.7 14 21.5 K= 5.60 18.0 23.7 15 21.5 19.6 16 21.5 24.4 17 21.5 K= 5.60 11.2 18.7 18 21.5 K= 5.60 12.7 20.0 19 21.5 K= 5.60 17.2 23.2 20 21.5 26.6 21 0.0 53.7 22 0.0 53.8 23 0.0 53.9 24 0.0 60.9 25 0.0 SOURCE 60.9 307.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 08/08/1995 2209A.SDF JOB TITLE: HD CAMPBELL OFFICE ADDITION .15/1500 (ORD HAZ) 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) F.L./FT (PSI) Pipe: 1 -21.3 1.049 PL 8.00 PF 1.2 1 21.5 5.6 14.5 21.3 7.9 120 FTG ---- PE 0.0 2 21.5 5.6 15.7 22.2 0.147 TL 8.00 PV 0.4 Pipe: 2 -43.5 1.049 PL 8.00 PF 4.4 2 21.5 5.6 15.7 22.2 16.1 120 FTG ---- PE 0.0 3 21.5 5.6 20.1 25.1 0.548 TL 8.00 PV 1.8 Pipe: 3 -68.6 1.380 PL 5.60 PF 3.9 3 21.5 5.6 20.1 25.1 14.7 120 FTG T PE 0.0 4 21.5 0.0 23.9 0.0 0.334 TL 11.60 PV 1.5 Pipe: 4 -21.4 1.049 PL 8.00 PF 1.2 5 21.5 5.6 14.6 21.4 7.9 120 FTG ---- PE 0.0 6 21.5 5.6 15.7 22.2 0.147 TL 8.00 PV 0.4 Pipe: 5 -43.6 1.049 PL 8.00 PF 4.4 6 21.5 5.6 15.7 22.2 16.2 120 FTG ---- PE 0.0 7 21.5 5.6 20.1 25.1 0.550 TL 8.00 PV 1.8 Pipe: 6 -68.7 1.380 PL 5.60 PF 3.9 7 21.5 5.6 20.1 25.1 14.7 120 FTG T PE 0.0 7A 21.5 0.0 24.0 0.0 0.336 TL 11.60 PV 1.5 Pipe: 7 -19.0 1.049 PL 11.00 PF 1.3 8 21.5 5.6 11.5 19.0 7.0 120 FTG ---- PE 0.0 10 21.5 0.0 12.7 0.0 0.118 TL 11.00 PV 0.3 Pipe: 8 -19.2 1.049 PL 2.90 PF 1.0 9 21.5 5.6 11.8 19.2 7.1 120 FTG T PE 0.0 10 21.5 0.0 12.7 0.0 0.121 TL 7.90 PV 0.3 Pipe: 9 -38.2 1.049 PL 9.20 PF 4.0 10 21.5 0.0 12.7 0.0 14.2 120 FTG ---- PE 0.0 12 21.5 0.0 16.7 0.0 0.430 TL 9.20 PV 1.4 Pipe: 10 -22.0 1.049 PL 2.90 PF 1.2 11 21.5 5.6 15.5 22.0 8.2 120 FTG T PE 0.0 12 21.5 0.0 16.7 0.0 0.156 TL 7.90 PV 0.5 Pipe: 11 60.2 1.380 PL 10.60 PF 2.8 13 21.5 5.6 19.5 24.7 12.9 120 FTG ---- PE 0.0 12 21.5 0.0 16.7 0.0 0.263 TL 10.60 PV 1.1 Pipe: 12 -84.9 1.610 PL 0.50 PF 0.1 13 21.5 5.6 19.5 24.7 13.4 120 FTG ---- PE 0.0 15 21.5 0.0 19.6 0.0 0.235 TL 0.50 PV 1.2 Pipe: 13 23.7 1.049 PL 7.20 PF 1.6 15 21.5 0.0 19.6 0.0 8.8 120 FTG E PE 0.0 14 21.5 5.6 18.0 23.7 0.179 TL 9.20 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 08/08/1995 2209A.SDF JOB TITLE: HD CAMPBELL OFFICE ADDITION .15/1500 (ORD HAZ) 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: 14 -108.7 1.610 PL 5.00 PF 4.8 15 21.5 0.0 19.6 0.0 17.1 120 FTG T PE 0.0 16 21.5 0.0 24.4 0.0 0.370 TL 13.00 PV 2.0 Pipe: 15 -18.7 1.049 PL 8.80 PF 1.6 17 21.5 5.6 11.2 18.7 6.9 120 FTG T PE 0.0 18 21.5 5.6 12.7 20.0 0.115 TL 13.80 PV 0.3 Pipe: 16 -38.7 1.049 PL 10.00 PF 4.4 18 21.5 5.6 12.7 20.0 14.4 120 FTG ---- PE 0.0 19 21.5 5.6 17.2 23.2 0.441 TL 10.00 PV 1.4 Pipe: 17 -61.9 1.380 PL 28.00 PF 9.4 19 21.5 5.6 17.2 23.2 13.3 120 FTG T PE 0.0 20 21.5 0.0 26.6 0.0 0.277 TL 34.00 PV 1.2 Pipe: 18 -68.6 2.731 PL 9.00 PF 0.1 4 21.5 0.0 23.9 0.0 3.8 120 FTG ---- PE 0.0 7A 21.5 0.0 24.0 0.0 0.012 TL 9.00 PV 0.1 Pipe: 19 -137.3 2.731 PL 8.66 PF 0.4 7A 21.5 0.0 24.0 0.0 7.5 120 FTG ---- PE 0.0 16 21.5 0.0 24.4 0.0 0.043 TL 8.66 PV 0.4 Pipe: 20 -246.0 2.731 PL 16.75 PF 2.1 16 21.5 0.0 24.4 0.0 13.5 120 FTG PE 0.0 20 21.5 0.0 26.6 0.0 0.128 TL 16.75 PV 1.2 Pipe: 21 -307.9 2.731 PL 52.80 PF 17.8 20 21.5 0.0 26.6 0.0 16.9 120 FTG T3L PE 9.3 21 0.0 0.0 53.7 0.0 0.194 TL 92.02 PV 1.9 Pipe: 22 -307.9 8.249 PL 70.00 PF 0.1 21 0.0 0.0 53.7 0.0 1.8 120 FTG LGA PE 0.0 22 0.0 0.0 53.8 0.0 0.001 TL 127.83 PV 0.0 Pipe: 23 -307.9 8.325 PL 75.00 PF 0.1 22 0.0 0.0 53.8 0.0 1.8 140 FTG E PE 0.0 23 0.0 0.0 53.9 0.0 0.001 TL 102.84 PV 0.0 Pipe: 24 FIXED PRESSURE LOSS DEVICE 24 0.0 0.0 60.9 0.0 7.0 psi, 307.9 gpm 23 0.0 0.0 53.9 0.0 Pipe: 25 307.8 8.325 PL 5.00 PF 0.0 25 0.0 SRCE 60.9 (N/A) 1.8 140 FTG TG PE 0.0 24 0.0 0.0 60.9 0.0 0.001 TL 65.32 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 08/08/1995 2209A.SDF JOB TITLE: HD CAMPBELL OFFICE ADDITION .15/1500 (ORD HAZ) NOTES: (1) Calculations were performed by the HASS 6.0.0 computer program under license no. 425D138 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 0.011 gpm and a maximum imbalance at any node of 0.273 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 17.1 ft/sec at pipe 14. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.731 9.81 19.61 6.54 22.88 11.44 1.63 16.34 16.34 8.249 20.02 38.92 14.46 50.04 13.35 4.45 38.92 30.03 8.325 20.93 40.70 15.12 52.33 13.95 4.65 40.70 31.40 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 08/08/1995 2209A.SDF JOB TITLE: HD CAMPBELL OFFICE ADDITION .15/1500 (ORD RAZ) WATER SUPPLY CURVE 180+ 165 150 135 \ P120 R E S 5105 U R E 90 S I 75 0\ 60+ X 45 * <-70.0 psi @ 2500 gpm Flow Test Point 30+ LEGEND X = Required Water Supply 60.93 psi @ 557.8 gpm 15+ 0 = Available Water Supply 126.26 psi @ 557.8 gpm 0++-+---+----+ + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) ACCEPTED Without Comments 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 ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will recuire a resubmittal of revised drawings for subseque t Final acceptance is subject to field test and i The Tukwila Fire Prevention Bureau. Date: / (CO By: EXISTING 21h' UNE ABOVE apps uVai. spection by fUKWILA FIRE DEPARTMtIVI_ Please call: 575-440Z and give this job No. ©x-312 _ address for shut, 4 estoration approval. 2—iui/2 f 5-2 PARTIAL FIRE SPRINKLER PLAN SCALE 1/ a=1'-0' u WOOD JOIST OR BEAM THREADED ROD RING HANGER .""CONCRETE/WOOD ELCO HANGERMATE ZE710 PIPE HANGER DETAIL 'Z' SCOPE OF WORK ADD FIRE SPRINKLER HEADS FOR NEW OFFICES IN WAREHOUSE AREA. GENERAL NOTES 1. NEW HANGER TO BE ELCO ZE710, U.N.O. 2. DROP TO HEAD TO BE 1(0-4)ADN. EAST MARGINAL WAY SOUTH AREA OF WORK KEY PLAN '�%��� HANGER LEGEND ho w o,gs0101 Z SEE HANGER DETAIL SPRINKLER HEADS USED SYM MAKE MODEL TYPE THD ORF TEMP OTY • RELIABLE G REC. SSP W lif 165 2 TOTAL 2 REVISIONS MK DATE BY CONTRACT MR FILE H.D. CAMPBELL 12301 EAST MARGINAL WAY SOUTH TUKWILA WA 98168 CONTRACT NAME CT NAM H.D. CAMPBELL 12301 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 JOHN B. LAUGHLIN PATRIFP099CF iA 2707 70th AVENUE E R TACOMA, WA 98424 PROTECTION AX g a LFIRE DESIGNER DATE JOB NUMBER INTCARR 9-21-00 I 12-5336 SEP `?62000 © 0• 0• 2'x4' SUSP ACOUST. 0 9-0 AFF 1 ACCEPTED ❑ WITHOUT COMMENTS. • MED IN RE) ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this .1.-meptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by'a representative of this department DATE: 3/171 qr BY: 1�• ` Si? CITY OF TUKWILA 575-4407 SECOND FLR REFLECTED CEILING SCALE: 1/8" = 1'-0" TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. `S-- k -)-OS" and exact address for shuti down or restoration approval; P1 15 lhspec+ioti, C;rtp, h\1droS'kV+ C 4-e Si- re +o Cover - Es/ iS G ROOF- S7PuCT. NEW 4' TO Y SUPPLY OFFICE ADDITION i E:<;STII.G 2 1 '2" 3' ® POOF - NEW 2 1/2" CROSSMAIN NEW BRANCHLINE PIPING & PENDENT HEADS 2, J Ft P OrF!CL o 11.5_1 1 1 1 1 111/- r A 1 1 1 l 7, l 1 I STAIR N ALL BEY0r;3 - NEW 3" CROSSMAIN 1ST FLR OFFICE NEW BRANCHLINE IPING & PENDENT HEADS OFFICE SECTION A -A SCALE: 1/8" = 1'-0" v; rva pr ;0 r (( - --fit----- �- - --3T--4----9- ---9-4--- _ - ---ter---t----S- I co N W z a - - ---p----f7- CUT -IN NEW�� 8ic2riMECH TEE B a -la I 8 -8 --ter------9-- ---8----�a----9- �- EXISTING 8" RISER �. (SEE DETAIL) -. B -9 B --9- -9 - -8- -8 -8-- -6 -- -9- B B 8 8 B -a- -8- - 9- -E3- NEW DEMISING WALL TO ROOF STRUCTURE B NO CHANGES REQUIRED TO COVERAGE OR PIPING ROOF o- 9-- ----E-- 9 -9- X - x W I — ZX 9 9 x R x e 4____-_--Bj_ K - 9- -- -I} B -9- TII 8 --9- eJ ------Eo- EXPOSED CEILING BELOW 48-1CC -o- 8 B B - 9- -E3- EXISTING 2 1/2" BRANCHLINES (TYPICAL) -8-- --9- B 9-- O 111 12' -9" 12'-O" a-� -9- 17' 0" 9- 17'-0" Z cn 2`.:1,L8 GG rN� + /;qo B- r / 4 • -9- NEW OFFICE WALLS FLR TO CLG EXISTING ROOF COVERAGE TO REMAIN (NO CHANGES) --- —1 1/4-- 28-0 A 1 U " 0-4 '5 1 1/; OFFICE 1 1/2 4-9 1 0-4 B-- J -Eo- •= El f \ U 1 1/4/ Jc 10-5 1 8 9-2 V N� -9- '4 _ 1 1 i'4 / • 1 / • 1 5-6 7-10 8- --7 ---f.3- B -9- 1'-0" U 0 1 `"C' 1 1/4 . / 5-61 • 1 / • 1 f}- 9,4 =-s d 7-10--1 ----- 7-10 / `1 • OPEN OFFICE 8 -9- t. 8 8- w 1 ^0 9-10 7-10 /-•-- / 30'-0" 10-10 1 -[- -a 43 ----1---a -8-- -a- -0-- 9 9- - 9-----4---9- 0 1 ih N 12'-0" e EXPOSED CEILING BELOW 9 -a -Ea- El -4 -13" st J I 0 N - 9- - t 5 SECOND FLOOR PIPING PLAN I SCALE: 1 /8" = 1'-O" 8-- -a -- 15'-0" 15'-0" OFFICE 1 1/2 1 1/4 0-6 9-10 / • 5-10 RESOURCE �U 4-6 �t I � N7 'f, F? �J .n �G r,�o .R\Q I 2 / • - 5 HIGH PARTITION WALL 1 1/2 9-10 • 1 1/2 12'-O" U � o IV. O in 9-10 7-10 7-0 EDGE OF 2ND FLR FRAMING W14x43 BEAM • 4-7 1 1/4 1 0-6 SHOWER t 1 1/2 � ® 1 1/2 / ®1 1/4/ 9-10 7-10 3-7 4 Imo, It c0 c_1 0 40 `"d 1 112`® 1 1/4 0 4-6 9-10 W14x61 BEAM r 1 1/2 Q• 4-6 OFFICE 1- 0 0 0 1 0 1 7-10 3-7 0 0 -a>Z U 0 o MENS REST RM ^ 3 1 1/4 6-0' 1• aREST ROOM -41111 OPEN TO ABOVE ai•uuu STAIR 8-0 IOFFICE O 1 1/4� ® 1 ® 1 9-10 7-10 4-10 OPEN OFFICE AREA 0 ELEC . ip 0 L_ -9----�--- E7 EXISTING 2 1/2" BRANCHUNES (TYPICAL) -9-- 9 --a -- 9 -r C�----4----El , 0 Z Pvv)i t!) 0 X W U -{a----4----EI 11.-0" © FIRST FLOOR PIPING PLAN SCALE- 1/8" = 1'-0" EXISTING 8' RELIABLE ALARM CHECK VALVE • 2I g �1 cul W I d c 1- W x tth N w EXISTING 3' CENTRAL MODEL D DRY PIPE VALVE EXISTING RISER DETAIL JOIST MIN, 2 1/2 PIPE 3/8 COACH SCREW ROD _-HANGER RING HANGER DETAIL HANGER LEGEND #1 U -HOOK #2 COACH SCREW ROD & RING #3 CEIL_. FLANGE #4 EYE ROD FASTENER & RING #5 U -BOLT #6 KWIK BOLT ROD COUP, R&R #7 POWER DRIVEN STUD R&R #8 TOGGLE NUT, ROD & RING #9 _ C -CLAMP, ROD & RING #10 TOP BEAM C -CLAMP R&R #11 PIPE STRAP #12 SIDE BEAM BRACKET #13 TRAPEZE (SEE DETAIL) #14 EYE NUT ROD & RING #15 NUT, WASHER, ATR & RING #16 TRAPEZE (SEE DETAIL) #17 PROPERTY UNE PROPERTY LINE Y X • • • • X • • • • • • • • • • VIC GYB.0 8-6 GYB.0 8-6 • • GYB.0 8-6 0 OPEN TO ABOVE 1 • o Gyp BOARD UNDER STAIR FIRST FLR REFLECTED CEILING BAILEY SALES & ASSOCIATES INC. NO CHANGES TO EXISTING WAREHOUSE & OFFICE AREA dill EXISTING PARKING EXISTING 8* RISER (SEE DETAIL) EXISTING UNDERGROUND VAULT W/ 8* VIKING MODEL *E-1* DETECTOR CHECK VALVE EXISTING OFFICE /C/ON/T/R‘A7Ci" / A 1?ik N.D. CAMPBELL COMPANY // NOTES I. OWNER TO PREIVIDE ADEQUATE HEAT (MIN. 40*F) TO KEEP PIPP FROM FREEZING. 2. ALL ELECTRICAL ALARMS TO BE WIRED BY OTHERS. 3. ALL HANGERS AND EARTHQUAKE BRACING TO BE PER NFPA tt13, 4. PIPE & FITTING 2 1/2' - 4' !DYNA-FLOW PIPE W/ GROOVED FITTINGS. LEAGAL DESCRIPTION: LOTS 3 TO 8 INCLUSIVE, BLOCK 1:444flittedifirDecCIA3IPLAT OF RIVERSIDE INTERURBAN TRACTS AS RECORDED IN PLATS VOL. 13 OF PLATS, P36, KING COUNTY WASHINGTON; EXCEPT THOSE PORTIONS CONEYED TO KING COUNTY FOR ROAD AS TRANSMITTED BY DEEDS, AUDITOR #1004994 & #7103260266, TOGETHER WITH THAT PORTION OF 37TH AVE. SOUTH ADJOINING ON THE WEST AS VACATED BY ORDINANCE #141122, BY THE CITY OF TUKWILLA. 55715 GP/1 .60.9 P51 PERMIT #1 DESCRIPTIUN SPRINKLER SYMBOL LEGEND FINISHES TEMP RELIABLE MODEL "6' SSP • CHROME 1/2' 165° 24 RELIABLE MODEL "G" SSU 2 RELIABLE MODEL "G" SSU / SSP ON lx1/2x1 BH TEE TOTAL SPLiNKLERS: 48 SYMBOL LEGEND GROOVED FITTING OR COUPLING RIGID COUPLING 2 -WAY EARTHQUAKE. BRACE 4 -WAY EARTHQUAKE -BRACE PROJECT NAME: TENANT IMPROVEMENT FOR: H.D. CAMPBELL COMPANY 12301 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98168 ASSURED FIRE PROTECTION INC. 11206 32nd. ST. E. PUYALLUP, WA 98372 (206) 863-9548 DRAWING TITLE SITE PLAN AND PIPING PLAN BLDG SECTION, AND DETAILS DATE 7-12-95 JOB NO. DRAWN BY B. HOFFER SCALE: AS SHOWN FILE NAME 287S1 DRAWING NC. --4