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HomeMy WebLinkAboutPP - 15820 TUKWILA INTERNATIONAL BLVD - UNKNOWN - PERMITS AND PLANS15820 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 06-F-105 93-5-322 97-5-283 DATE: 5/24/2006 5: 24: 36 PM DWG: E:\Redline Projects 2006\FCNW\Cendant—Tukwilo\Cor Wash\FA-1—OTA—BLDG.dwg EOL ■ EOL•"- b c7 IY� E0L•"- �y 4 INTERCEPT EXISTING CIRCUITS IN THE �— 4 ADMIN. BUILDING C' ( e FIRE ALARM PLAN - QTA BUILDING SCALE: 1/8"=1'— 0" c7 c7 ey �y cy 7 try .7 5ilcl n1cli Ic-JIcA Ic-A IIcal lcy c7 ��c•u7.,, c7 NyL^Y�I Ny c7 c7 c7 c7 IGSI �1 IG��I rvl I5jl �y NSI L^�I N c7 ICy cv7� c7 c7 c7 NSI N�1 NSI N�1 ?____15l 15C'71 15 ?1 5 IG -An c7 c7 c7 ti"T ti"1 rsi s? s� Sze s? s�! NSI NSI N C Ic�l Ic J Ic, Ic�l Ic�l IC I c7 c7 c7 c7 c7 c7 C7 C7 E rppl rwi r- i rppl r-1 rp�1 r 1 rppl r-1 LTJ LTJ LTJ LTJ LTJ LTJ LTJ LTJ LTJ r -1 r1 -i r11 r1, r -i r -1 r r rl-i �L JL_J LAMJ L_J L .J L_J LAMJ L_J L J Luc, r-0 r -i rn r, ro r- I �1 J L I J 1 ii LTA it y L AJ rAM.1 rAM- rAM] r l j [Atia l J rAtej LJL_J LJ L_ JL_J JLJ--.) I rF 1 rFi r i rFi rF- rF i rF'§-‘---) LJ LJ LJ LJ LJ LJ LJ-‘.., r ?' S 1 rF-i rFi rF-i rF-1 rF-1 rFi rF-1 rF-i rFi rF.l rF1 i CIt:al� I I (_LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ I l i H I kni IIc"1 I6'I-1c 1 r; I I TO 120 VAC UNSWITCHED 1 -L -i -J, -�-1- - — - -c) DEDICATED CIRCUIT PS FACP - TO TELCO ROOM FIRE ALARM RISER DIAGRAM SCALE: NONE EQUIPMENT LEGEND DEVICE SYMBOL OUANTITY PART NUNMBER DESCRIPTION BACKBOX Enca; 1 5700 FIRE ALARM CONTROL PANEL — ADDRESSABLE INCLUDED LPSJ 1 5499 POWER SUPPLY _ INCLUDED 1 SD500—PS PULL STATION 4 SQ x 1-7/8" DEEP D 0 6 SD505—AHS HEAT DETECTOR 3-1/2" OCTAGON 4 H12/24 HORN 4 SQ x 1-7/8" DEEP H OD 2 P1224MCK WEATHERPROOF HORNSTROBE INCLUDED EXISTING DEVICE TO REMAIN NEW DEVICE WIRE LEGEND TYPE DESCRIPTION A 18 AWG. 2 CONDUCTOR 'FPLP' JACKETED CABLE' B 14 AWG. 2 CONDUCTOR 'FPLP' JACKETED CABLE' C 18 AWG. 4 CONDUCTOR 'FPLP' JACKETED CABLE' GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET - THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTED AT 48" TO 53" ABOVE THE FLOOR. 5. ALL INDOOR HORNS, STROBES, HORN STROBES, AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 6. EXTERIOR HORN / STROBE SHALL BE MOUNTED ON THE TOP 2/3 OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 7. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. 0 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 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 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: —1— O J By: ll TUKWILA FIRE DEPARTM Please call: 575.4402 end give this job No. 4 F —10 and exact address for shuts down or restoration approvals:' NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented. to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. FILE FIRE COM NW «c v77,77777,77/7/777777777,7. PO Box 3932 Seattle WA 98124-3932 206-234-5700 DATE: 5/23/06 DRAWN: CEA CHECKED: JD APPROVED BY: JD PROJECT NAME: CENDANT QTA BUILDING 15820 Tukwila International Blvd. Tukwila, WA 98188 SCALE: NO. DATE REVISION BY SHEET TITLE: FIRE ALARM PLAN - QTA BUILDING JOB NUMBER: 06-084 FA -1 1 MAY 3 0 2006 Tukwila Fire 169621 s 31 SOFFIT CFL 7-10 1 A 9-o FOW It- - — 1— fi - — I I --t co+ RDg---+—+-_' --4— y - y t -R ' ; 1-I - O i 1-- 1,_411 - et _ CB 3 -$--it -$ --I- ; IA ' f 5_ 41-1 y 1 -� _ t— t'—i_—f- ------r—..7� ' I t 1 cL�I 1 E '' 11 ��amnia. Ir, Tv 6- 5CFFIT C_H 7-10 9-O -o S- 6' I FOL+/ a.a! FIRE PROTECTION PLAN SCALE: 1/4"= 1=0" 0 N '1 BOD RELOCATED HEAD aorta -a.: - I 4 T- 1 i I mat. maMta. - r - i .TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACIL1TY,HAS ALREADY BEEN PROTECTED BY _A FIRE SPRINKLER SYSTEM.. FIRE SYSTEMS WEST IS 'ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL. OILING, - LIGHTING AND HVAC LAYOUT ALL WORK WILL BE DONE - WITHOUT AFFECTING THE' CAPABILITY OF THE EXISTING SYSTEM. SYMBOL LEGEND ©R - DENOTES A SPRINKLER HEAD TO BE RELOCATED A - DENOTES A SPRINKLER HEAD TO BE ADDED — — - REPRESENTS EXISTING SPRINKLER PIPE_ REPRESENTS NEW SPRINKLER PIPE. BOWLING ALLEY THEATER ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwil Prevention Bureau forconformance with current standards. Acceptance is subject to errors and omissions which do not authorize violations of a standards and ordinances. The responsibility adequacy of design rests totally with the desig Additions, deletions or revisions to these d this date will void this acceptance and will requlr resubmittal of revised drawings for subsequent Final acceptance is subject to field test and Ins The Tukwila Fire Prevention Bureau. Date: ((1 5 ByW N SITE PLAN NT S Fire Pted the s after a prove!. ction by TUKWILA FIRE OEPARTMEN? Please call: 575.4407 and give this jobjo No. c"kel and exact address for sh down or restoration app., f‘X-*- CONTRACT WITH VICINITY MA F NTS SITE. LEWIS AND CLARK LANES 15820 PACIFIC HWY 5. TUKW1LA,WA CHUCK 244-290Z SRO P.O. BOX 71723 BELLEVUE,WA 9E00d- 1723 REBECCA RIEsEN 455- StZ5 HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A "U" HOOK B COACH SCREW ROD M MACHINE THREADED ROD N TOGGLE NUT C "C" CLAMP P POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS UP AND DOWN SYM TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUAN MK DATE BY EX. SSP 1/2" 155 BLACK REC BLK A D TOP BEAM CLAMP R WEDGE ANCHOR E EYE ROD -T HILTI KWIK BOLT II 2 3 7 1 16 8 16 2 SPRAY 0 1/T OPENING UP SYMBOL OPENING DOWN OA 55P VlKINGI!"I 1 /2" 1550 BLACK REC BLK A R EX SSP 1 /Z,. I55° BLACK REc. BLK A Q 0 1- 1/2 1 F FLUSH SHELL G CEILING FLANGE V 1 17 32 SPRAY 0 3/4- 1 1/2 t APPROVALS REQUIRED DISTRIBUTION 0 1" 1 H SIDE BEAM BRACKET W "J" BOLT X 2 8 6 Z SIDEWALL 4 1/T 1/2 m 1 CITY OF TUKWILA CITY OF TUKWILA 2 1/2 -- OWNER /CONTRACTOR OWNER /CONTRAcrok 4 4 K SHORT CLIP "L" ROD 1" DRY TYPE TEMP RATING 165' 2I2' 286• 350• rsw 2 TOTAL THIS SHEET TOTAL 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (t{) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM & STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. REPRESENTATIVE I. rHIs T.I. DESIGNED PER NFPA 13 ORDINARY HAZARD 2 ALL PIPE TO BE SCH. 90 WITH C.I.B FITTINGS. 3 AMAX HEAD SPACING AT t30 SQ. FT Fire Systems West 2,49 FRONTAGE RD. N.1 SUITE B - OCT 31 1997 PACIFIC, W3A 98047' _ PHONE (253} 833-1248 - FAX (253) 735-0113 - A 0 VOA s1 CONT* LOC NO FIRE SWI 140B1 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO SHEET JAY B. 10-30-4f 4694 OF 156448 4 I l 1 0 Q O 0 c C 171 0 G 0 G C 0 C c c t/ L3 r f � j 1 c • i r a 1I C k—I { 3 , 1 r - Tit c L, 1, /( / 4 / i Cs -CI • `\l • v 10-0 a ct-G —1 F 1 4 • T L _ Ct Ca4 -- �r• r ` 1 1 � I e 1 / 1%4 0 AI 6.0 A 1-6 -I 6-6 3-6 RUtJ. PIPE. DIRECTLY ON p L.ywoo C VE R ''moi E 4✓ RCor'I ANP PENS nz,yrE CEtFaR NEW rENOE(.(T r 0 Z -b A 0 --4- -, rf # 9-G' Cr_3 PARTIAL FLOOR PLAN Ye=11-©Fr 1 j O O O E/ - a t I • 5 � ExiSiIr�1Ca 13. MA,'\I •, 1 J 0 t 1 1 l i I 1 I 1 1 I 1 1 4- e t 1 ACCEPTED WITHOUT COMMENTS ❑ AS NOTED IN RED o PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire De,A Additions, deletions or relistDns to tiesa irawmgs after this date will v)iftii3 1..(,:a)t41 a ani will ; require a 1esua „itt :1 or revised drawings Final a..e )t31";e i' s,hject to field insdect .,n _Jy a re,4resentative of this dep rt ept DATE t?�ic/a BY _St. CITY OF TUKWILA 575 4407 1....•118.. TUKWILA FIRE DEPARTMENT Please call 575-4407 and give thi job No 3 7:2 - and 2and exact address for shut- down or restoration approval. EDEN© • EX1sTn 1G SPRIMKLER LOCAT1QN NeY4 LOGATiON OF RELOCATED SPRINKLEK ADDED NCV/ SP(ttN1�r_s-f� LOCAT(CM ©R I -s 1 FILE CONTRACT NAME CINEPLEX ODEON/LEWIS f CLARK (5820 PACIFIC HWY S. - SEATTLE 1rJA 1 CONTRACT WITH NORTH COAST ELATE RPR IS ES P d Box 25850 SEATTLE~ 1 WA 38124 A - "U" HOOK HANGER LEGEND M SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD 8 COACH SCREW ROD N C "C" CLAMP D TOP BEAM CLAMP P R SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS UP AND DOWN SYM TYPE MFG/MODEL SIZE TEMP FINISH CANOPY DUAN MK DATE BY A SSP RELIABLe* r"ICDEL Ca '%5°F CHR CHR. A WEDGE ANCHOR E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J "J" BOLT T 2 116 38 7 2 SPRAY 16 0 1/r OPENING OPENING UP SYMBOL DOWN A A 0 1/2 0 U V 1 4 17 32 SPRAY 0 3/4- 1/2 APPROVALS REQUIRED DISTRIBUTION 1 1" 2 3 7 2 16 2 SIDEWALL K SHORT CLIP L "L" ROD IDRY TYPE 2 4 1/2 1/2 1, e 1 1" TEMP RATING 165' 212' 266' 350• TOTAL THIS SHEET 4 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6I WHICH ARE END TO ENO 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 4 PIPE HArIGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET -NO 13 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 8 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE pin et; 'rrl I El L 1C33 //7,3 Fire Systems West Z19 F1 OIvTAGE ROAD N.5LJITE PRCIF(C, WA 98047 C2fC) 5"33 1245 A ST maw LC NO FIRE SWI 140B1 QUAUTY CONTROL BY' `r '/' 2--`; APPROVED FOR FABRICATION BY DATE DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE 1")Ef2) 44C2-1147- 2-s II/ZZ%93 JOB NO A 71 4- SHEET 1 OF 1 15820 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 06-F-001 05-5-156 OS -S-233 900116 '15 Hydraulic Summary '- Job Number: 1-02-11-9132 I Report Description: Ordinary Group I . . Job 1-02-11-9132 JIM STEWART Job Name Cendant Car Rental FIRE SWI 140 B1 15820 International Boulevard AbIJ TUKWILA FIRE DEPT Job Sae Crty ! State Tukwila i WA i Zrp Code 98188 2-11-9132_Revision00_(Sprinkler System) System- , ,,, : . ..i,i ; i, .,',,„ i-l-, ;,. ' — : ', -,i,.: 'Remote Area(s)Most Demanding Sprrnkler Data 5.6 K-Factor 18.00 at 10.33 Occupancy Ordinary Group I tose Altowance 51 Source 250.00 Densrty Area OlAppticatior4 0.15gpm/ft2 L' 1950.00ft2 (Actual 2127.64ft°) _ Node Flow(qpm) 23 120.00W Left: 40.08 09..•4 ssTe.-i-A. ellzEgz.E WA`( total Hose Streans 250.00 497.12 , 747.12 MaclrTurn Pressure Unbalance In Loops 0.00 12.81 between nodes 286 and 672 2.88 between nodes 1 and 3 1363.48gal i 0.09gal Supplies , , • Hose Flow Static i Residual @ Flow Node (gpm) . (psi) i (psi) (gpm) i Available @ Total Demand i Required Safety Margin i (psi) (gpm) 1 (psi) i (psi) 1 250.00 55.00 i 30.00 4000.00 : 53.88 , 747.12 .1 40.29 13.59 t. Inc. .t.., 44 c, cS, ..., "P z / s Ce't'f'cat,„ ,i' c_ \ c:, 1 t4h 74111 , Rt hard 0 - I CO AA a Ri2II ' di - ct,o„,,i0VA et, 141.0E/9 h DCO Contractor . . Contraotor Number Contact Name 42JIM STEWART , Contact Tote DESIGNER 1 Phone FIRE SYSTEMS WEST, INC. ' (253) 833-1248 Extenspon 239 FAX 219 FRONTAGE ROAD NORTH, SUITE B (253) 735-0113 jims@firesystemswest.com Cay PACIFICi Stete Zrp COde-1- i WA i 98047 Web-Sae 4(.2,\ 0 M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:04PM Page 1 Summary Of Outflowing Devices Device Actual Flow (gPm) Job Number: 1-02-11-9132 Report Description: Ordinary Group Minimum Flow K -Factor (gpm) (K) Pressure (Psi) Sprinkler 671 24.17 18.00 _ 5.6 18.63 Sprinkler 672 22.49 18.00 5.6 16.13 Sprinkler 673: 21.05 18.00 5.6 14.13 Sprinkler 674 , 19.62 18.00 _ 5.6 12.27 Sprinkler 675 18.11 18.00 5.6 10.45 Sprinkler 686 ; 19:45 18.00 5.6 12.06 Sprinkler 687 21.05 18.00 5.6 14.14 Sprinkler 688 22.58 18.00 J 5.6 16.26 Sprinkler 689 22.36 18.00 L 5.6 15.95 Sprinkler 690 20.93 18.00 5.6 13.97 Sprinkler 691 19.51 18.00 5.6 12.13 p Sprinkler 692 18.00 18.00 5.6 10.33 Sprinkler 700 24.19 ' 18.00 5.6 18.66 Sprinkler 701 23.84 18.00 5.6 18.12 Sprinkler 702 23.84 18.00 5.6 18.12 i Sprinkler 703 23.12 18.00 5.6 17.04 Sprinkler 704 21.37 18.00 5.6 14.57 Sprinkler 710 ' 21.77 18.00 5.6 15.11 I Sprinkler 711 21.55 1 18.00 5.6 14.81 I - Sprinkler 712 21.52 18.00 i 5.6 14.77 Sprinkler 713 21.56 i...__ . 18.00 5.6- 14.82 - ) Sprinkler 714 23.40 18.00 5.6 17.46 Sprinkler 715 21.63 18.00 5.6 14.93 - > Most Demanding Sprinkler Data g, © M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:O6PM Page 2 4.1 Node ', Elevation(Foot) 1 Fittings 25 : _ 11-71/21 PO(10-0) 29 r 11-71/2 PO(10:0) 33 � 11-71/2 '; PO(10:0) 47 : 11-7% 1 PO(10-0) 51 ; 14-4_1 PO(8-0) 15 i14-4: PO(8-0) 17 14-4-,' P0(8-0)_ 19 14-4 PO(8-0) 21 1 14-4__PO(8-0) ... 24 14-4 ; PO(10-0) 61 14-4 , P0(10-0) 26 14-4 P0(10-0) 28 14-4 PO(6-0) 30 14-4 Z 34 14-4 PO(5-0) 36 14-4 PO(10-0) _ 39 14-4_ PO(5-0) 4114-41 P0(5-0)43 ;. 14-4 P0(5_10) Job Number: 1-02-11-9132 Report Description: Ordinary Group Pressure(psi) Discharge(gpm) 33.29 33.29 33.29 33.29 32.11 32.11 32.11 32.11 32.11 32.11 3.2.11 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 45 L 14-4 4 PO±5 4 0.00 122: 11-7% Z 3, 0-10 107 ; 2-0 , 2C(35-0) 109 , 3-8% DPV 110 - 8-11 E(9-414) 170 10-0 , j,18-91/2) 470 14-21/2 ; Z 476 14-21/2 ; Z 478 j 14-21/2 Z 480 14-21/1 Z 482 14-21% Z 484 . 14-21/2 . Z 486 14-2%1 Z _488 . .__ 14-214 Z 490 , 14-2Y Z 0.00 I_ ; Z 492: 14-2'/2 2 0.00 i_ � __ __..... -- - -- - - -- - --- 494 14-2% , 0.00 i 496 14-212 Z 0.00 498 14-2% Z _ 0.00. A 500 14-21/2 '. Z 0.00 - 286 10-0 2C(5-81/2) 19.07 292 10-0 2C(5-81/2) 18.86 293 10-0 C(7-11/2), C(5-81/2) 26.54 299 10-0 T(3-7)18.49 300 10-0 , T(3-7) 18.15 301 10-0 T(3-7) 18.11 302 10-0 T(3-7) 18.17 303 10-0 C(7-1%), C(4-31) 18.78 31910-0 E(2-11/2) 18.78 1 ` -3-0 , S 40.29 497.12, 671 10-0 Spr(-18.63) - 18.63 24.17 , 672 10-0 ' fir( -16.13) 16.13 22.49 673 10-0 Spr(-14.13) 14.13 -4 21.05 674 _ 10-0 411-12.27) 11 12.27 19.621 1 675 10-0 Spr(-10.4 10.45 18.11 i 686 10-0 Spr(-12.06) - 12.06 7 19.45 687 µ 10-0 Spre14.14L i 14.14 21.051 688 10-0 Sprk16.26) 16.26 22.55 _ 689 10-0 Spr(-15.95) , 15.95 22.36 690 ; 10-0 S_p 13.97) 13.97 20.93 If 691 10-0 fir( -12.1 12.13 19.51 F- 692 10-0 Spr(,10.3 10.33 18.00 700. 10-0 Spy -18.66) 18.66 ___ _.___ 24.19-._ 701 10-0_Spr(-18.12) 18.12 23.84 702 10-0. Spr(-18.12) 18.12 23.84 703. 10-0 Spr(-17 04L 17.0-4 _, 23.12 704 7 10-0 Spr(-14 57) -__ 14.57 • 21.37 ; 710 : 1.3-0 Spr(-1511)_ 15.1 21:77 711 , 13-0 Spr(=14_81)_......_. _ . 14.81 L ... 21.55 712 ; 13-0 S r(-14.77) 14.77 21.52 713 13-0 Spr(-14.82) 14.82 21.56 714 10-0 Spr(-17.46) 17.46 23.401 715 10-9 Spr(-14.93) 14.93 2163 37.97 -- -- 37.46+ 36.61 33.81 26.88 0.00 ' 0.00 0.00 4 0.00 0.00 0.00 0.00 0.00 © .l M.E.P.CAD. Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:07PM Page 3 Hydraulic Analysis Job Number: 1-02-11-9132 Report Description: Ordinary Group I Pipe -Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Length Pressure Pn Fittings :Eq. Length Summary Total Length ra Route 1 BL 1.0490 Q=18.00 6.68 C=100 0.150043 12-0 Pf 1.80 692 10-0 q=18.00 K=5.6 10.33 Spr(-10.33) Pe 691 10-0 12.13 12-0 Pv BL 1.3800 Q=37.51 8.05 C=100 0.153463 12-0 Pf 1.84 691 10-0 q=19.51 K=5.6 12.13 Spr(-12.13) Pe 690 10-0 13.97 12-0 Pv BL 1.6100 0=58.44 9.21 C=100 0.164550 12-0 Pf 1.97 690 10-0 q=20.93 K=5.6 13.97 Spr(-13.97) Pe 689 10-0 15.95 12-0 Pv BL 1.6100 Q=80.80 12.73 C=100 0.299665 4-0 Pf 2.91 689 10-0 q=22.36 K=5.6 15.95 Spr(-15.95) 5-8Yz Pe 292 10-0 18.86 C(5-8%) 9-81/2 Pv CM 4.2600 0=291.13 6.55 C=100 0.028084 7-7 Pf 0.21 292 10-0 18.86 Pe 286 10-0 19.07 7-7 Pv CM 4.2600 0=396.56 8.93 C=100 0.049750 138-51/2; Pf 7.82 286 10-0 19.07 18-9V Pe -0.01 170 10-0 26.88 T(18-91/4) 157-21/2 Pv FM 4.2600 Q=497.12 11.19 C=100 0.075572 38-61/2 Pf 6.46 170 10-0 26.88 46-111/2 Pe 0.47 110 8-11 33.81 5E(9-41/2) 85-6 Pv FR 4.0260 0=497.12 12.53 C=100 0.099506 5-3IPf 0.52 110 8-11 33,81 : Pe 2.27 109 3-8'/z 36.61 5-3 Pv FR 4.0260 0=497.12 12.53 C=120 0.071017 1-81/2 Pf 0.12 109 3-8'/z 36.61 DPV . Pe 0.74 107 2-0 37.46 1-81/2 Pv FR 7.9810 0=497.12 3.19 C=120 0.002536 1-2 Pf 0.00 107 2-0 37.46 . Pe 0.51 3 0-10 37.97 1-2 Pv UG 8.3900 0=497.12 2.88 C=140 0.001495 195-10 Pf 0.65 3 0-10 37.97 240-11i Pe 1.66 1 -3-0 40.29 3E(30 -6Y2), PIV(6-91/2), sCV(76f4), 436-0 Pv GV(6-91/2), T(59 -41/z), S a► Route 2 BL 1.0490 0=18.11 6.72 C=100 0.151667 12-0j Pf 1.82 675 10-0 q=18.11 K=5.6 10.45 Spr(-10.45) 1 Pe 674 10-0 12.27 12-0i Pv BL 1.3800 0=37.72 8.09 C=100 0.155114 12-0 Pf 1.86 674 10-0 q=19.62 K=5.6 12.27 S r(-12.27) i Pe 673 10-0 14.13 12-0; Pv BL 1.6100 Q=58_78 9.26 C=100 0.166312 12-Q Pf 2.00 673 10-0 -._-- q=21.05 _.... K=5.6 14.13 _-... ...-_-. Spr(-14.13) I Pe 672 10-0 16.13 12-0. Pv BL 1.6100 0=81.27 12.81 C=100 0.302857 4-0' Pf 2.94 672 10-0 q=22.49 K=5.6 16.13 Spr(-16.13) 5-81/2 Pe 286 10-0 19.07 C(5-81/2) 9-81/2 Pv a► Route 3 BL 1.0490 0=19.45 7.22 C=100 0.173105 12-0. Pf 2.08 686 10-0 q=19.45 K=5.6 12.06 Spr(-12.06) Pe 687 10-0 14.14 12-0 Pv BL 1.3800 0=40.50 8.69 C=100 0.176904 12-0, Pf 2.12 687 10-0 q=21.05 K=5.6 14.14 Spr(-14.14) ' Pe 688 10-0 16.26 12-0 Pv BL 1.6100 0=63.08 9.94 C=100 0.189545 8-0 Pf 2.60 688 10-0 q=22.58 K=5.6 16.26 Spr(-16.26) 5-81/ Pe 292 10-0 18.86 C(5-81/2) 13-81/2 Pv - Route 4 BL 1.0490 0=21.37 7.93 C=100 0.206183 12-0 Pf 2.47 704 10-0 q=21.37 K=5.6 14.57 Spr(-14.57) ! Pe 703 10-0 17.04 12-0 Pv BL 1.3800 0=44.49 9.54 C=100 0.210499 4-0', Pf 1.74 703 10-0 q=23.12 K=5.6 17.04 Spr(-17.04) 4-3/1 Pe 303 10-0 18.78 C(4-31/2) 8-31% Pv CM 4.2600 0=147.24 3.31 C=100 0.007957 9-0 Pf 0.07 303 10-0 18.78 I Pe 292 10-0 18.869-0I Pv iaw Route 5 AO 1.0490 0=21.52 7.99 C=100 0.208848 4-9: Pf 2.03 712 13-0 q=21.52 K=5.6 14.77 Spr(-14.77) 5-0j Pe 1.30 301 10-0 18.11 E(1-5), T(3-7) 9-9; Pv (1� © M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:08PM Page 4 Hydraulic Analysis Job Number: 1-02-11-9132 Report Description: Ordinary Group 1 Pipe Type Diameter Flow Velocity Downstream Elevation Discharge K -Factor Upstream HWC Pt Friction Loss Pn Fittings !Total Length , Pressure Eq. Length I Summary Length BL 2.0670 Q=12.32 1.18 C=100 _,. 0.002734 I 5-101/2 Pf 0.02 301 10-0 18.11 1 1 Pe 702 10-0 18.12 1 5-101/z Pv BL 2.0670 0=36.16 3.46 C=100 0.020048 2-1 /� Pf 0.04 702 10-0 q=23.84 K=5.6 18.12 Spr(-18.12) p ) Pe 302 10-0Pv 18.17 2 1%Z BL 2.0670 Q=57.72 5.52 _ C=100 0.047626 5-101/ Pf 0.62 302 10-0 18.17 7-11/z' Pe 303 10-0 18.78 C(7-1'/2) 13-0 Pv 'mo Route 6 AO 1.0490 Q=21.55 8.00 C=100 0.209331 4-9 Pf 2.04 711 13-0 q=21.55 K=5.6 14.81 Spr(-14.81) 5-0i Pe 1.30 300 10-0 18.15 E(1-5), T(3-7) 9-91 Pv BL 2.06700 54.59 5.22 C=100 0.042965 8-0 Pf 0.34 300 10-0 18.15 Pe 299 10-0 18.49 8-01 Pv BL 2.0670 0=76.36 7.30 C=100 0.079939 2-1'/2 Pf 0.17 299 10-0 18.49 I Pe 700 10-0 18.66 2-1'/) Pv BL 2.0670 Q=100.55 9.61 C=100 0.133005 52-11 Pf 7.88 700 10-0 q=24.19 K=5.6 18.66 Spr(-18.66) 7-1'/ Pe 293 10-0 26.54 C(7-11/2) 59-2'/z! Pv CM 4.2600. 0=100.55 2.26 C=100 0.003930 70-11! Pf 0.35 293 10-0 26.54 18-91/z Pe -0.01 170 10-0 26.88 T(18 -91A) 89-8// Pv rr Route 7 AO 1.0490 Q=21.56 8.00 C=100 0.209529 4-9 Pf 2.04 713 13-0 q=21.56 K=5.6 14.82 Spr(-14.82) 5-0 Pe 1.30 302 10-0 18.17 E(1-5), T(3-7) 9-9' Pv ,ait Route 8 BL 1.0490 Q=21.63 8.03 C=100 0.210863 12-0 Pf 2.53 _ 715 10-0 q=21.63 K=5.6 14.93 Spr(-14.93) Pe 714 10-0 17.46 12-0 Pv BL 10 000 03 0.215250 Pf 1.32 714 10-0q=23.40 K=5.6 17.46 Spr(-17.46) -17.46 (.) 2-11/2 Pe 319 10-0( 18.78 2 11/2 Pv CM 4.2600 Q=45.03- 101 C=100 0.000889 8-0 Pf 0.01 319 10-0 18.78 Pe 303 10-0 18.78 8-0 Pv ;+ Route 9 AO 1.0490 Q=21.77 8.08 C=100 0.213315 4-9 P1 2.08 710 13-0 q=21.77 K=5.6 15.11 Spr(-15.11) I 5-0'. Pe 1.30 299 10-0 18.49 E(1-5), T(3-7) 9-9 Pv .► Route 10 BL 2.0670 0=33.04 3.16 C=100 0.016971 1-10'/y Pf 0.03 701 10-0 q=23.84 K=5.6 18.12 Spr(-18.12) Pe 300 10-0 18.15 1-101/3 Pv at Route 11 BL 1.610.0 0=24.17 3.81 C=100 0.032133 8-0 Pf 0.44 Spr(-18.63) 671 10-0 q=24.17 K=5.6 18.63 5-8/ Pe 286 10-0 19.07 C(5-81/2) 13-8'/ Pv :r Route 12 BL 2.067.0 Q=9.21 0.88 C=100 0.001596 6-11/2 Pf 0.01 301 10-0 18.11 Pe 701 10-0 18.12 6-11/ Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value'Multiplier sj Actual Inside Diameter 4.87 Value Of C 100 130 140 150 =Factor Multiplying_Factor 0.713 1.16 1.33 1.51 __ .-... l Schedule 40 Steel Pipe Inside Diameter ©M.E.P.CAD, Inc. iglAutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:08PM Page 5 Pipe Type Downstream Upstream Diameter Flow Velocity HWC Elevation Discharge K -Factor Pt Pn Friction Loss Fittings Job Number: 1-02-11-9132 Report Description: Ordinary Group I Length I Pressure Eq. Length ; Summary Total Length Pipe Type Legend nits Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe 1 :Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/4° Elbow Ee2 22%0 Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Vaive GV Gate Valve Hose Hose HV Hose Vaive Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Vaive PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:08PM Page 6 5 Hydraulic Graph Job Number: 1-02-11-9132 Report Description: Ordinary Group I Supply at Node 1 100 -' 90 2 2 80 D 70 2 60 J -Static ) - n - Pressure 55.00 E 50 D — U1 — N — N - a` - 747.12 with hose streams 40 1 _ x497.12 @ 40.29 4000.00 @ 30.00 30 -1 - System demand curve 20 101 -iv 111111111 1 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1111 1 1111 0 low 111111111 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm Hydraulic Graph Supply at Node 1 Stave Pressure - 55.00 Residual Pressure 4000.00 @ 30.00 Available PressureTime of Test 53.88 @ 747.12 System Demand 497.12 @ 40.29 System Demand (lneluding Hose Streams) 747.12 @ 40.29 k, ©M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:10PM Page 7 15. Hydraulic Summary - 1 Job Number: 1-02-11-9132 Report Description: Ordinary Group I Job yob Number 1-02-11-9132 Job Name Cendant Address 1 15820 Address 2 CtyState Tukwila Design Engineer JIM STEWART Car Rental State Certification/License Number FIRE SWI 140 B1 International Boulevard AHJ TUKWILA FIRE DEPT Job Slte Zip Code WA 1 98188 Drawing Name 2-11-9132_Revision00_(Sprinkler System) System Remote-Area(s). • _ Most Demanding 5.6 Hose Allowance 250.00 Additional Node Sprinkler Data K-Factor 18.00 at 10.33 Occupancy Ordinary Group I At Source (Including Hose Density —7 0.15gpm/ft2 Area 0 Application 1950.00ft2 (Actual 2127.64ft2) Hose Supplies Flow(opm) Streams) Number Of Sprinklers Calculated 23 F Coverage Per Sprinkler 120.00ft2 Total Hose 250.00 System 497.12 Maximum 0.00 Maximum 12.81 Maximum 2.88 volume 1363.48gal Streams Flow Demand Total Water Required 747.12 Pressure Unoalance In Loops AutoPeak ResultsPressure For Remote Areas) Adjacent To Most Remote Area Left: 40.08 $iZEEzE • SAS _ Verocty Above Ground between nodes 286 and 672 Ve:oclty Under Grountl between nodes 1 and 3 capacity of Wet Pipes I volume capacity of Dry Pipes 1 0.09gaI Supplies • Hose Flow Static Residual @ Flow l Available @ Total Demand I Required Safety Margin Node . (gpm) (psi) (psi) (gpm) 1 (psi) (gpm) j (psi) (psi) 1 250.00 55.00 30:00 _ 4000.00 53.88 ,_. _ 747.12 . ; _ 40.29 III _ . q,. < 13.59 A x I - j;��char . —wart /,',00- 63 v, r3„ '' A L, of rhrOugh tNroy 06-1 ^^ Dececnt+ Contractor Contractor FIRE Address 219 Address City PACIFIC Contractor Number 42 • Contact Name I JIM STEWART j Contact Title DESIGNER Extension 239 Name SYSTEMS WEST, INC. Phone I I (253) 833-1248 I 1 FAX FRONTAGE ROAD NORTH, SUITE B (253) 735-0113 2 E-mail i jims@firesystemswest.com State I WA 1 Zip Code -f Web-Ste 98047 ( © M.E.P.CAD. Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:04PM Page 1 !yy Summary Of'Outflowing Devices Device Actual Flow (gpm) Job Number: 1-02-11-9132 Report Description: Ordinary Group I Minimum Flow K -Factor (gpm) (K) Pressure (psi) Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 671 672 673 674 675 686 24.17 18.00 5.6 18.63 22.49 18.00 5.6 16.13 21.05 18.00 5.6 14.13 19.62 18.00 5.6 12.27 18.11 18.00 5.6 10.45 19.45 18.00 5.6 12.06 687 21.05 18.00 5.6 1414 688 22.58 18.00 5.6 16,26 689 22.36 18.00 5.6 1 15.95 690 ' 20.93 18.00 5.6 1 13.97 18.00 5.6 _ 12.13 _ __ _ Sprinkler 691 j 19.51 b Sprinkler 692 I 18.00 1 18.00 5.6 10.33 Sprinkler 700 24.19 18.00 � 5.6 18.66 Sprinkler 701 23.84 18.00 + 5.6 J 18.12 l_ Sprinkler 702 23.84 18.00 5.6 J 18.12 1 .:- 17.04 5.6 14.57 Sprinkler 703, 23.12 18.00 5.6 Sprinkler 704_ 21.37 18.00 Sprinkler 710 21.77 18.00 5.6 15.11 Sprinkler 711 21.55 18.00 5.6 14.81 Sprinkler 712 21.52 18.00 5,6 1 14.77 Sprinkler 713 4 21.56 18.00 5.6 ! 14.82 Sprinkler 714 23.40 18.00 5.6 17.46 Sprinkler 715_ 21.63 18.00 5.6 14.93 j rJ Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK®VR4 v4.1.0 10/14/2005 3:27:06PM Page 2 Job Number: 1-02-11-9132 Report Description: Ordinary Group I Node ' Elevation(Foot) Fittings 25 11-71/2 P0(10-01 33.29 29: 11-7Y2 P0(10-0) 33.29 33 , 11-71/2 PO(10-) 33.29 47 ' 11-7'/2 PO(10-0) 33.29 51 I _ 14-4 P0(8-0) 32.11 15 14-4 PO(8-0) 32.11 ,1 17 14-4 PO(8-0) 32.11 19 14-4 PO(8-0) 32.11 21 14-4 P0(8-0) 32.11 24 14-4 PO(10-0) 32.11 61 14-4 P0(10-0) 3.2.11 26 14-4 PO(10-0) 0.00 28 . 14-4 PO(6-0) 0.00 30 14-4 Z 0.00 34 14-4 P0(5-0) 0.00 36 14-4 PO(10-0) 0.00 39 _14-4 P0(5-0) 0.00 41 14-41 P0(5-9) 0.00 43 14-4 PO(5-0) 0.00 ] 45 ,_ 14-4 4_1_7(2(5-0) a 0.00 -I 122 , 11-7% Z --0.00 3 . 0-10 37.97 107 ; 2-0� 2C(35-0) 37.46 I 109 , 3-8'h DPV , 36.61 i ; 110 8-11 E(9-4/2 33.81 170 10-0 _, T(18-91/2) 26.88 470 14-21/2 Z Pressure(psi) Discharge(gpm) , 0.00 1 476 14-21/2_Z 0.00 1 478 r 14-21/2_1 Z i 0.00 480 14-21/2 1 Z 0.00 4821- 14-2'A Z• 0.00 48414-2'/2 Z 0.00 486 ' 14-21/2 1 Z 0.00 11, 48814-212 , Z 0.00 , , 490. 14-2% Z ; 0.00 492 , 14-21/2 'Z 494 14-21/2 , Z 496 14-21/2 Z 498 14-21/2 Z 500 14-21/2 Z 286 10-0 2C(5-81/2) 292 10-0 2C(5-81/2) 293 10-0 C(7-11), C(5-8'/2) 299 10-0 T(3-7) 300 10-0 , T(3-7) 301 10-0 T(3-7) 302 10-0 T(3-7) 303 10-0 C(7-11/2), C(4-31/2) 319 ; . 10-0 E(2-11/2) 1 , -3-0 S 671 '. 10-01 Spr(-18.63) 672 10-0 S• pr(-16.1 ) 673 10-0 Spr(-14.13) 674 10-0 pr( -,12.27) • 675 10-0 Spr(-10.45) 686 • 10-0 j Spr-(-12.06)688 101 687 1 10-0 Spr(714.14) • 16.26) 689 10-0 Spr( 15.95) 690 r 10-0 S -13.97 13.97 20.93 691 10-0 S r -12 13 12.13 19.51 692 10-0 Spr(10 33) ----. 10.33 18.00 700 10-0 Spy -18.66 18.66 24.19 f 1.12 701 10-0 Spr(-1812) .12 4844 703 , 10-0 , Sp( -17 04) 170 23.112 704 10-0 Spr(-14 57) 14.57 21.37 ,. 710 _ 13-0 . S• pr(-15.11) 15.11 21.77 711 13-0 Spr(-14:81) 14.81 21_55 712 13-0 Spr(-14.77) 14.77 21.52 i 713 13-0 1 Spr( 14.82) 14.82 21.56 714 10-0 , Spr(-17.46) 17.46 23.40 715 10-0 . Spr(-14.93) 14.93 21.63 0.00 0.00 0.00 0.00 0.00 19.07 18.86 26.54 18.49 18.15 18.11 18.17 18.78 18.78 40.29497.12 18.63 24.17 16.13 22.49 14.13 21.05 12.271 19.62 10.45 18.11 1 12.06 19.45 14.14 21.054 16.26 22.58 15.95 22.36 Q, © M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:07PM Page 3 �9 Hydraulic Analysis Pipe Type _ Downstream Upstream Diameter Elevation Flow Discharge Job Number: 1-02-11-9132 Report Description: Ordinary Group I Velocity HWC K -Factor Pt Pn Fittings Friction Loss ;Length Pressure Eq. Length :Summary Total Length BL .. 1.0490 Q=18.00 6.68 C=100 0.150043 12-0 Pf 1.80 692 10-0 q=18.00 K=5.6 10.33 Spr(-10.33) 691 10-0 12.13 ` Pe 12-0; Pv BL 1.3800 Q=37.51 8.05 C=100 0.153463 12-0 Pf 1.84 691 10-0 q-_ 19.51 K-5.6 12.13 S r -12.13 ' Pe 6901 10-0 K= 12.97.._ _ _ _ _ p ( .1 12 0 Pv BL 1.6100 0=58.44 9.21 C=100 0.164550 12-0,' Pf 1.97 690 10-0 q=20.93 K=5.6 13.97 Spr(-13.97) 689 10-0 15.95 1 Pe 12-0 Pv BL 1.6100 0=80.80 12.73 0=100 0.299665 4-0 Pf 2.91 689 10-0 q=22.36 K=5.6 15.95 Spr(-15.95) 292 10-0 18.86 C(5-81/2) 5-8% Pe 9-8'% Pv CM 4.2600 Q=291:13 -----6.55--- C=100 ---- ----_-0.028084 _._ ..----._. 292 10-0 18.86 286 10-0 19.07 7-7 Pf 0.21 Pe 7-7 Pv CM 4.2600 0=396.56 8.93 0=100 0.049750 138-5% Pf 7.82 286 10-0 19.07 18-9% Pe -0.01 170 10-0 26.88 T(18-9%) 157-2% Pv FM 4.2600 Q=497.12 11.19 C=100 0.075572 38-6'/z' Pf 6.46 170 10-0 26.88 46-11'/2 Pe 0.47 33.81 5E(9-4%) 85-61 Pv 110 8-11 ! FR 4.0260 Q=497.12 12.53 0=100 0.099506 5-3 Pf 0.52 110 8-11 33.81 Pe 2.27 109 3-81/2 36.61 5-3, Pv FR 4.0260 Q=497.12 12.53_ C=120 0.071017__.. 1-8% Pf 0.12 109 3_8% 36.61 DPV : Pe 0.74 107 2-0 37.46 1-81/2 Pv FR 7.9810 Q=497.12 3.19 ... C=120._.._... 0.002536 1-2 Pf 0.00 107 2-0 37.46 Pe 0.51 3 0.10 37.97 F 1-2' Pv UG 8.3900 0=497.12 2.88 C=140 0.001495 195-10 Pf 0.65 3 0-10 37.97 240-11, Pe 1.66 1 -3-0 40.29 3E(30-61/2), PIV(6-9'/z), sCV(7614), 436-9'. Pv GV(6-9V2), T(59-41/2), S -r Route 2 BL 1.0490 0=18.11 6.72 C=100 0.151667 12-01 Pf 1.82 675 10-0 q=18.11 K=5.6 10.45 Spr(-10.45) 674 10-0 12.27 I Pe 12-0 Pv BL 1.3800 Q=37.72 8.09 C=100 0.155114 12-0; Pf 1.86 .__ 674 10-0 q=19.62 K=5.6 12.27 Spr(-12.27) Pe 673 10-0 14.13 12-0 Pv BL 1.6100 Q=58_78 9.26 C=100 0.166312 12-0' Pf 2.00 673 10-0 q=21.05 K=5.6 14.13 Spr(-14.13) Pe 672 10-0 16.13 12-0 Pv BL 1.6100 Q=81.27 12.81 C=100 0.302857 4-0 Pf 2.94 672 10-0 q=22.49 K=5.6 16.13 Spr(-16.13) 5-8'/2 Pe 286 10-0 19.07 C(5-81/2) 9-8'/z, Pv a► Route 3 BL 1.0490 0=19.45 7.22 C=100 0.173105 12-0 Pf 2.08 686 10-0 q=19.45 K=5.6 12.06 Spr(-12.06) Pe 687 10-0 14.14 12-01 Pv BL 1.3800 Q=40.50 8.69 , C=100 0.176904 12-0 Pf 2.12 687 10-0 q=21.05 K=5.6 14.14 Spr(-14.14) Pe 0-0 16.26 12-0 Pv 1.610 BL61.6100 Q-63.08 9.94 C-100 0.189545 8-Oi Pf 2.60 - C=10 _...-_ 688 10-0 q=22.58 K=5.6 16.26 Spr(-16.26)5-8/ Pe 292 10-0 18.86 C(5 -8Y2) 13-8Yz Pv if& Route 4 BL 1.0490 0=21.37 7.93 0=100 0.206183 12-0 Pf 2.47 704 10-0 q=21.37 K=5.6 14.57 Spr(-14.57) 703 10-0 17.04 Pe 12-0, Pv BL 1.3800 Q=44.49 9.54 C=100 0.210499 4-0 Pf 1.74 703 10-0 q=23.12 K=5.6 17.04 Spr(-17.04) 303 10-0 18.78 C(4 -3Y2) 4-3V Pe 8-3Yz Pv CM 4.2600 0=147.24 3.31 C=100 0.007957 9-0 Pf 0.07 303 10-0 18.78 292 10-0 18.86 9-0 Pe Pv «+ Route 5 AO 1.0490 Q=21.52 7.99 0=100 0.208848 4-9 Pf 2.03 712 13-0 q-21.52 K=5.6 14.77 Spr(-14.77) 301 10-0 18.11 E(1-5), T(3-7) I 5-0 Pe 1.30 9-9 Pv ©M.E.P.CAD. Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:08PM age Hydraulic Analysis Job Number: 1-02-11-9132 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length ,Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length I Summary Upstream 1Total Length BL 2.0670 0=12.32 1.18 C=100 0.002734 5-10'% Pf 0.02 301 10-0 18.11 ! Pe 702 10-0 18.12 5-10'/z� Pv BL 2.0670 0=36.16 3.46 0=100 0_020048 702 10-0 q=23.84 K=5.6 18.12 Spr(-18.12) 302 10-0 18.17 2-1'% Pf 0.04 : Pe 2-1'/i Pv BL 2.0670Q=57.72 5.52 0=100 0.047626 302 10-0 .... 18.17 303 10-0 18.78 C(7-1%) 5-10'/z Pf 0.62 7-1% Pe 13-0' Pv :a Route 6 AO 1.0490 Q=21.55 8.00 0=100 0.209331 4-9 Pf 2.04 711 13-0 q=21.55 K=5.6 14.81 Spr(-14.81) 300 10-0 18.15 E(1-5), T(3-7) 5-0 Pe 1.30 9-9, Pv BL 2.0670 Q=54.59 5.22 0=100 0.042965 300 10-0 18.15 299 10-0 18.49 8-0 Pf 0.34 , Pe . 8-0, Pv BL 2.0670 • 0=76.36 7.30 0=100 0.079939 2-1% Pf 0.17 299 10-0 18.49 700 10-0 18.66 2-1'/ Pe Pv BL 2.0670Q=100.55 9.61 C=100 0.133005 52-11 Pf 7.88 700 10-0 q=24.19 K=5.6 18.66 Spr(-18.66) 293 10-0 26.54 C(7-11/2) 7-1'/1 Pe 59-2'/z' Pv CM 4.2600 Q=100.55 2.26 0=100 0.003930 293 10-0 26.54 170 10-0 26.88 T(18-91/2) 70-111 Pf 0.35 18-9'/ Pe -0.01 89-8'/z Pv ._ Route 7 AO 1.0490 Q=21.56 3.00 C=100 0.209529 4-9 Pf 2.04 713 13-0 q=21.56 K=5.6 14.82 Spr(-14.82) 5-0 Pe 1.30 302 10-0 18.17 E(1-5), T(3-7) 9-9 Pv - Route 8 BL 1.0490 0=21.63 8.03 0=100 0.210863 12-0 Pf 2.53 715 10-0 q=21.63 K=5.6 14.93 Spr(-14.93) Pe, 714 10-0 17.46 12-0' Pv BL 1.380.0 0=45.03 9.66 0=100 0.215250 4-0 Pf 1.32 714 10-0 q=23.40 K=5.6 17.46 Spr(-17.46) 2-1'/i Pe 319 10-0 18.78 E(2-11/2) 6-1'/i Pv CM 4.2600 0=45.03 1.01 0=100 0.000889 8-0 Pf 0.01 319 10-0 18.78 Pe 303 10-0 18.78 8-0 Pv - Route 9 AO 1.0490 Q=21.77 8.08 C=100 0.213315 4-9 Pf 2.08 710 13-0 q=21.77 K=5.6 15.11 Spr(-15.11) 5-0 Pe 1.30 299 10-0 18.49 E(1-5), T(3-7) 9-9; Pv a► Route 10 BL 2.0670 0=33.04 3.16 0=100 0.016971 1-10'/ Pf 0.03 701 10-0 q=23.84 K=5.6 18.12 Spr(-18.12) 300 10-0 18.15 Pe j 1-10'/i Pv ::a► Route 11 BL 1.6100 0=24.17 3.81 C=100 0.032133 i 8-0 Pf 0.44 671 10-0 q=24.17 K=5.6 18.63 Spr(-18.63) 1 5-81' Pe 286 10-0 19.07 C(5-81/2) 13-8'/z Pv -- Route 12 BL 2,0670 Q=9.21 0.88 C=100 0.001596 6-1% Pf 0.01 301 10-0 18.11 1 , Pe 701 10-0 18.12 6-114 Pv Equivalent Pipe Lengths of Valves andi^Pittings' (C=120 only) C Value' Multiplier 4.87 Actual inside Diameter Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 = Factor Schedule 40 Steel Pipe Inside Diameter f AI ©M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:08PM Page 5 Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC Friction Loss K -Factor Pt Pn Fittings Job Number: 1-02-11-9132 Report Description: Ordinary Group Length IPressure ' Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b BaIV BFP BV C cplg Cr CV De&V DPV E EE Eel Ee2 FDC fE fEE fig FN fT g GIoV GV Hose Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 111/4° Elbow 22'/2° Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap LWT, © M.E.P.CAD, Inc. i AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:08PM Page 6 1 0 Hydraulic Graph Job Number: 1-02-11-9132 Report Description: Ordinary Group Supply at Node 1 100 90 80 70 60 i.(1 n. Static Pressure 55.00 ,(1)- 50 V) V) cu 0 747.12 with hose streams 40 • 97 12 @ 40.29 4000.00 @ 30.00 30 _ System demand curve -• 20 10 111111111 111111 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 800 1200 2000 2800 3600 1600 2400 3200 4000 400 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 55.00 Residual Pressure 4000.00 @ 30.00 Available PressureTime of Test 53.88 @ 747.12 System Demand 497.12 @ 40.29 System Demand (Including Hose Streams) 747.12 @ 40.29 bb_,1 0 M.E.P.CAD, Inc. 4fi AutoSPRINK® VR4 v4.1.0 10/14/2005 3:27:10PM Page 7 e Job Hydraulic Summary Job Number: 1-02-11-9132 Report Description: Ordinary Group II Job Number 1-02-11-9132 Job Name Cendant Car Rental Admess 1 15820 International Boulevard Address 2 City Tukwila Design Engineer I JIM STEWART State Certification/License Number FIRE SWI 140 B1 AHJ TUKWILA FIRE DEPT II.__Job She State : Zip Code T Drawing Name WA I 98188 2-11-9132_Revision00_(Sprinkler System) System_ . , Rer'oteArea s ,�: • : �) Most Demanding Sprinkler Data 5.6 K -Factor 22.50 at 16.14 Occupancy Ordinary Group II Hose Allowance At Source Density 1 Area Ot.Application 250.00 0.20gpm/ft2 ' 900.00ft2 (Actual 1024.80ft2) AddAional Hose Supphes -r Number Of Sprinklers Calculated I Coverage Per Spunkier Node Flow(gpm) 10 112.50ft2 ' AutoPeak Results' Pressure For Remote Areals) Adjacent To Most Remote Area Left: 38.07 Right: 38.07 wel s''s-r .c \ i... S-torLAG E. 2.2.G Total Hose Streams 250.00 -� System Flow Demand Total Water Required (Including Hose Streams) 236.22 I 486.22 Maximum Pressure Unbalance In Loops 0.00 —I, Maximum Velocity Above Ground 18.07 between nodes 34 and 35 Maximum Velochy Under Ground 1.37 between nodes 1 and 3 Volume capacity of Wet PipesVolume 1363.48ga1 capacity of Dry Pipes I 0.09gal Supplies• Hose Flow ' Static Residual @ Flow Available Total Demand Required Safety Margin Node (gpm) (psi) (psi) (fpm) (psi) (gpm) (psi) (psi) 1 250.00 55.00 30.00 4000.00 54.49 486.22 38.07 16.42 �Fst, Inc. p,„ ertifica�n a FS Level ie A 111 A., i s \\`.•:11O & ., i =, Chttr� fl 7i , nil t) a f - e iArtir C4 Sig atu / •atV� �N ..A Ft) iva "ran Sprints" 0 hr(349h Dece� Contractor. ' Contractor Number I 42 Contact Name I JIM STEWART Contact Title DESIGNER Contractor Name FIRE SYSTEMS WEST, INC. I Phone (253) 833-1248 Extension 239 Address 1 219 FRONTAGE ROAD NORTH, SUITE B FAX (253) 735-0113 Address 2 CnyState Zip Code PACIFIC , WA 98047 E-mail jims@firesystemswest.com Web -She M.E.P.CAD, Inc. 4115 AutoSPRINK® VR4 v4.1.0 10/12/2005 2:53:54PM Page 1 114.7 Summary Of Outflowing Devices Job Number: 1-02-11-9132 Report Description: Ordinary Group I Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 306 24.06 22.50 5.6 307 23.78 22.50 5.6 308 23.70 22.50 5.6 309 25.00 22.50 5.6 310 24.69 22.50 5.6 328 23.69 22.50 i 5.6 329 23.39 22.50 5.6 Sprinkler 330 22.84 22.50 5.6 Sprinkler 331 22.57 22.50 + 5.6 Sprinkler 332 22.50 22.50 A 5.6 Most Demanding Sprinkler Data M.E.P.CAD. Inc. AutoSPRINK® VR4 v4.1.0 18.46 18.03 17.92 19.93 19.43 17.90 17.44 16.64 16.25 16.14 (A� © 10/12/2005 2:53:56PM Page 2 Job Number: 1-02-11-9132 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) ._ 7 11-712 LtE(6-0) 29.98 25 11-71/2 PO(10-0) 29.79 , 29 , 11-7% PO(10-0) 29.74 ,_ 33 ! 11-7'/s P0(10 -g_ 29.63 47 1 11-712 P0(10 -0Z I- 29.55 14-4 PO(8-0) , 27.79 14-4 PO(8-0p 27.58 14-4 P0(8-01 27.364_ 51 7 364- 51 15 17 19 21... i. 24 61 4. 14-0 PO(8.0) ---... - - -- - -- 27.18 --- 14-4 PO.(8-g_- - -- - - --- - 27.02 t 14-4' P0(10-0) 26.85 14-4 PO(10-0) 26.65 14-4. P�10-0) 26.59 14-4 PO(6-0) 26.43 14-4 Z 0.00 14-4 LtE(6-8'/z) 26.25 25.24 21.01 26 28 30 66 34 14-4 PO(5-01 35 15-1'h 2T(5-0) 36 ; 14-4 PO(10-0) 38 14-4 39 14-4 P0(5-0) 40 15-112 2T(5-0) 41 14-4 P0(5-0) 42 15-1'/2 2T(5-0) 43 14-4 PO(5-0) 44 15-11/2 2T(5-0) 45 14-4 PO(5-0) 46. 15-1% 2T(5-0) 122 11-7% Z 3 0-10 _ 92 2-0 P0(20-0) 97 11-7'/2 E(13-2) 470 14-212 Z 476 ! 14-212 a Z 478 I 480 482 484 ' 486 488 490 14-212 Z 492 14-2% I Z 494 r 14-21/2 E Z 496 14-2'/2 ' Z 498 14-212 ' Z 500 ' 14-2% ' Z 306 15-1 . Spr(-18.46) 307 15-1 Spr(-18.03) 308 1.5-1 j Spr(-17.92) 309 15-1 , Spr(-19_93) 310 , - 15-1 Spr(-19.43) 328 15-4 . Spr(-17.90) 329 15-4 , Spr(-17.44) 330 15-4 Spr(-16.64) 331 15-4 Spr(-16.25) 332 ' 15-4 Spr(-16.14) 1 -3-0 , S 25.12 25.00 24.63 20.48 23.53 19.55 23.00 19.10 22.86 18.98 0.00 36.24 35.71 30.79 0.00 0.00 14-212.J Z 0.00 , 14-2% Z - 0.00 j 14-212 , Z 0.00 14-2% Z 0.00 14-212 j Z0.00 14-212 1 Z - 0.00 0.00 i 0.00 0.00 0.00 0.00 0.00L 18.46 24.061 18.03 17.92 r 19.93 19.43 17.90 17.44 16.64 16.25 16.14 38.07 23.78 23.70 25.00 24.69 23.69 23.39 22.84 22.57 22.50 236.22 L © M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/12/2005 2:53:57PM Page 3 d Hydraulic Analysis Job Number: 1-02-11-9132 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC _ Friction Loss Length 'Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings , Eq. Length :Summary Upstream 'Total Length r Route 1 BL 1.0490 0=22.50 8.35 C=120 0.161813 11-11 Pf 2.74 332 15-4 q=22.50 K=5.6 16.14 Spr(-16.14) 46 15-1% 18.98 T(5-0) 5-0 Pe 0.10 16-11I Pv RN 1.0490 0=46.20 17.15 C=120 0.612562 0-91A Pf 3.54 46 15-1% 18.98 45 14-4 22.86 P0(5-0) 5-0 Pe 0.34 5-9A Pv FM 2.1570 Q=46.20 4.06 C=120 - 0.018301 7-7 Pf 0.14 45 14-4 22.86 43 14-4 23.00 � Pe 7-71 Pv FM M 2.1570 Q=92.55 8.13 C=120 0.066167 8-0; Pf 0.53 43 14-4 23.00 41 14-4 23.53 ! Pe 8-0, Pv FM 2.1570 0=139.45 12.24 C=120 0.141254 41 14-4 23.53 39 14-4 24.63 7-10 Pf 1.11 • Pe 7-10 Pv FM 2.1570 0=187.53 16.46 C=120 0.244333 1-6 Pf 0.37 39 14-4 24.63 Pe 38 14-4 25.00 1-6 Pv FM 3.2600 0=187.53. 7.21 C=120 0.032694 ---_- _.-- 3-10! Pf 0.13 38 14-4 25.00 1 Pe 36 14-4 25.12 3-10 Pv FM 3.2600 0=187.53 7.21 C=120 0.032694 3-8' Pf 0.12 36 14-4 25.12 , Pe 34 14-4 25.24 3-8! Pv FM 3.2600 .Q=236.22 9:08 C=120 0.050109 _ 3-11 Pf 1.00 34 14-4 25.24 - 16-11/2 Pe 66 14-4 26.25 E(9-5), LtE(6-81/2) 20-0% Pv FM 4.0260 0.236.22 5.95 C=120 0.017929 10-4'/z Pf 0.19 66 14-4 26.25 Pe 28 14-4 26.43 10-4% Pv FM 4.0260 0=236.22 5.95 C=120 0.017929 8-7 Pt 0.15 28 14-4 26.43 , Pe 26 14-4 26.59 j 8-7 Pv FM 4.0260 0=236.22 5.95 C=120 0.017929 3-4% Pf 0.06 26 14-4 26.59 i 1 P 61 14-4 26.65 3-4% Pv FM 4.0260 0=236.22 5.95 C=120 0.017929 j 11-3Yz. Pf 0.20 61 14-4 26.65 ; I Pe 24 14-4 26.85 11-3Yz Pv FM 4.0260 0=236.22 5.95 C=120 0.017929 ; 9-6; Pf 0.17 24 14-4 26.85 i Pe 21 14-4 27.02 9-6' Pv FM 4.0260 0=236.22 5.95 C=120 0:017929 9-0, Pf 0.16 21 14-4 27.02 Pe 19 14-4 27.18 9-0, Pv FM 4.0260 Q=236.22 5.95 C=120 0.01792.9 10-0 Pf 0.18 19 14-4 27.18 Pe 17 14-4 27.36 10-0; Pv FM 4.0260 Q=236.22 5.95 C=120 0.017929 12-0 Pf 0.22 17 14-4 27.36 Pe 15 14-4 27.58 12-0; Pv FM 4.0260 Q=236.22 5.95 C=120 0.017929 15 14-4 27.58 51 14-4 27.79 12-0! Pf 0.22 , Pe 12-0l Pv FM 4.0260 Q=236.22 5.95 C=120 0.017929 20-81/2 Pf 0.59 51 14-4 27.79 12-0 Pe 1.17 47 11-7Yz 29.55 2LtE(6-0) 32-8Yz Pv FM 4.0260 Q=236.22 5.95 C=120 0.017929 ..-_ 4-5% Pf 0.08 47 11-7Yz 29.55 Pe 33 11-7Yz 29.63 4-5% Pv FM 4.0260 0=236.22 5 95 C=120 0.017929 5-10 Pf 0.10 33 11-7'/z 29.63 Pe 29 11-7Yz 29.74 5-10 Pv FM 4.0260 0=236.22 5.95 C=120 0.017929 3-2 Pf 0.06 29 11-71/2 29.74 25 11-7Yz 29.79 3-2 Pe Pv FM 4.0260 0=236.22 5.95 C=120 0.017929 4-7'/z Pf 0.19 25 11-71/2 29.79 7 11-7Yz 29.98 LtE(6-0) 6-0 10-7Yz Pe Pv FM 4.2600 0=236.22 5.32 C=120 0.013616 33-0 Pf 0.81 7 11-71/2 29.98 97 11-7Yz 30.79 2E(13-2) 26-4 Pe 59-4 Pv (b�©M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/12/2005 2:53:58PM Page 4 5 Pipe Type Downstream Upstream Hydraulic Analysis FR 97 92 FR 92 3 Diameter Elevation Flow Discharge Velocity HWC K -Factor Pt Friction Loss Fittings Job Number: 1-02-11-9132 Report Description: Ordinary Group II Length 1Pressure Eq. Length 'Summary Total Length UG 3 1 4.0260 11-7% 2-0 7.9810 2-0 0-10 8.3900 0-10 -3-0 0=236.22 5.95. 0=236.22 1.51 0=236.22 1.37 C=120 30.79 35.71 C=120 35.71 36.24 C=140 36.24 38.07 0.017929 BV(12-0), P0(20-0) 0.000640 C(35-0) 0.000377 3E(30-6%), PIV(6-91/2), GV(6-91/2), T(59-4%), S sCV(7614), 9-71/2 Pf 0.75 32-0. Pe 4.17 41-71/z Pv 5-101/2 Pf 0.03 35-0. Pe 0.51 40-101/2 Pv 195-10 Pf 0.16 240-11 Pe 1.66 436-9', Pv = Route 2 BL 1.0490 0=22.57 8.38 C=120 0.162760 11-111 Pf 2.75 331 15-4 q=22.57 K=5.6 16.25 Spr(-16.25) 44 15-1% 19.10 T(5-0) 1 5-0 Pe 0.10 16-110 Pv RN 1.0490 0=46.35 17.21 C=120 0.616125 0-91/21Pf 3.56 44 15-1% 19.10 43 14-4 23.00 P0(5-0) 5-0 Pe 0.34 I 5-9'/! Pv «a Route 3 BL __. 1.0490 Q=22.84 8.45 C=120 0.166370 --------------- 330 15-4 q=22.84 K=5.6 16.64 Spr(-16.64)5-0!, 42 15-11/2 19.55 T(5-0) 11-111 Pf 2.81 Pe 0.10 16-11! Pv RN 1.0490 Q=46.90 17.41 C=120 _0.629702 0-91/2 Pf 3.64 42 15-1'/z 19.55 5-0 Pe 0.34 41 14-4 23.53 P0(5-0) 5-91/21 Pv ,iii• Route 4 BL 1.0490 Q=23.39 8.68 C=120 ._. 0.173844 _._ .-_ 11-11:; Pf 2.94 329 15-4 q=23.39 K=5.6 17.44 Spr(-17.44) 5-0' Pe 0.10 40 15-11/2 20.48 T(5-0) 16-11! Pv RN 1.0490 0=48.08 17.85 C=120 0.659.221 0-91/2 Pf 3.81 40 15-11/2 20.48 5-0! Pe 0.34 39 14-4 24.63 PO(5-0) 5-91/2 Pv v Route 5 BL 1.0490 0=23.69 _ 8.79 C=120 0.177995 11-11 Pf 3.01 328 15-4 q=23.69 K=5.6 17.90 Spr(-17.90) 5-0: Pe 0.10 35 15-11/2 21.01 T(5-0) 16-11! Pv RN . 1.0490 Q- 48.69 18.07 C=120 0.674864 0-91/2 Pf 3.90 35 15-1'/% 21.01 5-0 Pe 0.34 34 14-4 25.24 PO(5-0) 5-914 Pv Route 6 BL1,0490 0=23.70 8.80 C=120 0.178209 1-0'; Pf 1.07 308 15-1 q=23.70 K=5.6 17.92 Spr(-17.92) 5-0; Pe -0.01 46 15-11/2 18.98 T(5-0) 6-0 Pv r Route 7 BL 1.0490 0=23.78 8.83 C=120 0.179239 1 1-0] Pf 1.08 307 15-1 q=23.78 K=5.6 18.03 Spr(-18.03) ! 5-0'i Pe -0.01 44 15-11/2 19.10 T(5-0) 6-0, Pv is Route 8 BL. 1.0490 0=24.06 8.93 C=120 0.183165 1-0 Pf 1.10 306 15-1 q=24.06 K=5.6 18.46 Spr(-18.46) 5-0! Pe -0.01 42 15-1% 19.55 T(5-0) 6-0 Pv ii► Route 9••••• BL 1.0490. Q=24.69 9.16 C=120 0.192090 0-6 Pf 1.06 310 15-1 q=24.69 K=5.6 19.43 Spr(-19.43) 5-0! Pe -0.00 40 15-11/2 20.48 T(5-0) 5-6 Pv alik Route 10 BL 1.0490 0=25.00 9.28 C=120 0.196622 0-61 Pf 1.08 309 15-1 q=25.00 K=5.6 19.93 Spr(-19.93) 5-0, Pe -0.00 35 15-11/2 21.01 T(5-0) 5-6` Pv Equivalent Pipe Lengths. of -Valves and Pittings (C=120 only),'' ° C Value 'Multiplier ; Actual Inside Diameter \ 4.87 =Factor Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter J Multiplying Factor 0.713 1 16 1.33 1.51 M © M.E.P.CAD, Inc. AutoSPRINK® VR4 v4.1.0 10/12/2005 2:53:58PM Page 5 Hydraulic Analysis Job Number: 1-02-11-9132 Report Description: Ordinary Group II Pipe Type Downstream U pstream Diameter Elevation Flow Velocity Discharge K -Factor Pt HWC Friction Loss Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend ,Units Legen :Fitfin.gs Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve De1V Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/40 Elbow Ee2 221/2 Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz P1 P2 PIV PO PrV PRV red S sCV Spr St Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. 4,11 AutoSPRINKO VR4 v4.1.0 10/12/2005 2:53:58PM Page 6 isHydraulic Graph' Job Number: 1-02-11-9132 Report Description: Ordinary Group II Supply at Node 1 100 90 80 70 60 N 2 Static Pressure 55.00 °- 50 7 V) N v C 40 .486.22 36.22 with @ 38.07 hose streams 4000.00 @ 30.00 30 20 System demand curve 10 -4 1 111 11111 J 11 1 3 1 1 1 11 1 i 1 1 1_ i 1 1 1 1 1 1 11_ 1 1 1 1 1 1 1 1 1 11111111 11111111 0 niuuniui 111111! 0 400 800 1200 1600 2000 2400 2800 Water flow, gpm 4000 3200 3600 Hydraulic Graph Supply at Node 1 Static Pressure 55.00 Residual Pressure 4000.00 @ 30.00 Available PressureTlme of Test 54.49 @ 486.22 System Demand 236.22 @ 38.07 System Demand llnciudrng Hose Streams) 486.22 @ 38.07 [big ©M.E.P.CAD, Inc. fi AutoSPRINK® VR4 v4.1.0 10/12/2005 2:54: age WASHINGTON SURVEYING & RATING BUREAU 200 1st Avenue West Suite 500 Seattle, WA 98119 tel 206.217.WSRB fax 206.217.WFAX web www.wsrb.com Underwriting Information, Filings, & Property Loss Costs October 25, 2005 PLAN SHEETS 1-5 + 1 of 5 + 1 SUBJECT Cendant Car Rental — Administration Building 15820 — International Blvd. Tukwila, Washington w " Jose A. Buitrago Senior Field Representative/Plan Review jose.buitrago@wsrb.com (206)-273-7157 The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Flow tests generated by computer model are not acceptable for fire insurance rating purposes. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow test has to be conducted within the last 5 years. 2. A density of .20/1,500 is acceptable for Group II occupancy (storage area). A density of .15/1,950 is acceptable for Group I occupancy (breezeway). Area reduction applies where Quick Response sprinklers are used as per NFPA 13. 3. Hydraulic Calculations should include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB plus the 250 gpm reserved for outside hose allowance for ordinary hazard occupancies. 4. The system should be designed to provide combined sprinkler/hose residual flow after adjusting the flow test for a cushion of 10% below the static pressure (minimum of 5 psi and maximum of 10 psi cushion). Presently the combined sprinkler/hose residual flow is above the adjusted flow test curve. 5. Provide a variable pressure alarm valve for wet systems and outside water motor alarm gong. 6. Provide an outside post indicating control valve (PIV). 7. Operation of dry pipe system to be in accordance of NFPA 13, such that water reaches the inspector's test within 60 seconds after it is opened. 8. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 9. Hangers should be installed according to UL listing and as specified by NFPA 13. 10. Provide complete calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in NFPA 13. 11. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, combustible blind and roof spaces, and to roof skylights. Serving opt ,��p'� the Proper ltl Ca ul�y:ifbra c;��ndhstry FIRE SYSTEMS WEST 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WA 98047 (253) 833-1248 HYDRAULIC CALCULATIONS FOR CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 FILE NUMBER: 9132 MAINT DATE: AUG 9, 2005 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (Q BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: °//y iron SVrioM" pel jhrough Dece ' ORDINARY, GROUP II 0.20 gpm/sq. ft. 1500 sq. ft. 120 sq. ft. 13 sprinklers 324.3 gpm 574.3 gpm 324.3 GPM @ 28.9 PSI 3/4 inch FIRE SYSTEMS WEST, INC. JIM STEWART TUKWILA FIRE DEPARTMENT FIRE SWI 140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A ) HRS SYSTEMS, INC. TUCKER, GA 30084 DATE: 8/9/2005 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS FILES\9132 MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE WATER SUPPLY DATA SOURCE NODE TAG SRC STATIC PRESS. (PSI) RESID. PRESS. (PSI) 55.0 30.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 4000.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 101 102 103 104 105 106 110 111 112 113 114 115 120 121 122 123 124 125 A B C D E F G H I J K L M N 0 P 20.3 22.5 23.5 23.2 21.9 19.2 20.3 22.5 23.5 23.2 21.9 19.2 20.3 22.5 23.5 23.2 21.9 19.2 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 AVAIL. PRESS. (PSI) 54.3 TOTAL @ DEMAND (GPM) 574.3 GPM 250.0 GPM 0.0 GPM 324.3 GPM PRESSURE (PSI) 11.5 10.5 9.9 10.1 10.7 12.0 10.5 9.5 9.0 9.1 9.9 11.4 10.5 9.4 9.0 9.1 9.8 11.3 17.7 17.5 17.3 17.1 17.0 16.9 16.5 16.3 16.2 16.1 16.0 16.0 15.9 15.8 15.8 15.8 REQ'D PRESS. (PSI) 574.3 39.3 DISCHARGE (GPM) 25.2 25.4 26.1 25.9 24.6 24.0 24.2 25.1 25.9 24.6 24.0 24.2 25.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE NODE ANALYSIS DATA NODE.TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Q 11.5 15.8 R 11.5 15.8 AA 19.8 12.9 BB 19.8 12.9 CC 19.8 12.9 DD 19.8 12.9 EE 19.8 12.8 FF 19.8 12.8 GG 19.8 12.7 HH 19.8 - 12.6 II 19.8 12.6 JJ 19.8 12.5 KK 19.8 12.4 LL 19.8 12.3 MM 19.8 12.2 NN 19.8 12.2 00 19.8 12.2 PP 19.8 12.2 QQ 19.8 12.2 RR 19.8 12.2 TOR 12.0 23.3 BOR 2.0 28.9 UG1 0.5 29.6 CK1 -3.0 39.3 CK2 -3.0 - - - - 31.3 SRC -3.0 SOURCE 39.3 324.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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 32.7 2.203 PL 10.50 PF 0.1 101 20.3 0.0 11.5 , 0.0 2.8 120 FTG ---- PE -0.9 102 22.5 0.0 10.5 0.0 0.009 TL 10.50 PV Pipe: 2 32.7 2.203 PL 10.25 PF 0.1 102 22.5 0.0 10.5 0.0 2.8 120 FTG ---- PE -0.4 103 23.5 8.0 9.9 25.2 0.009 TL 10.25 PV Pipe: 3 7.5 2.203 PL 10.25 PF 0.0 103 23.5 8.0 9.9 25.2 0.6 120 FTG ---- PE 0.1 104 23.2 8.0 10.1 25.4 0.001 TL 10.25 PV Pipe: 4 -17.9 2.203 PL 10.50 PF 0.0 104 23.2 8.0 10.1 25.4 1.5 120 FTG ---- PE 0.6 105 21.9 8.0 10.7 26.1 0.003 TL 10.50 PV Pipe: 5 -44.0 2.203 PL 10.83 PF 0.2 105 21.9 8.0 10.7 26.1 3.7 120 FTG ---- PE 1.2 106 19.2 0.0 12.0 0.0 0.015 TL 10.83 PV Pipe: 6 32.1 2.203 PL 10.50 PF 0.1 110 20.3 8.0 10.5 25.9 2.7 120 FTG ---- PE -0.9 111 22.5 8.0 9.5 24.6 0.008 TL 10.50 PV Pipe: 7 7.5 2.203 PL 10.25 PF 0.0 111 22.5 8.0 9.5 24.6 0.6 120 FTG ---- PE -0.4 112 23.5 8.0 9.0 24.0 0.001 TL 10.25 PV Pipe: 8 -16.5 2.203 PL 10.25 PF 0.0 112 23.5 8.0 9.0 24.0 1.4 120 FTG ---- PE 0.1 113 23.2 8.0 9.1 24.2 0.002 TL 10.25 PV Pipe: 9 -40.7 2.203 PL 10.50 PF 0.1 113 23.2 8.0 9.1 24.2 3.4 120 FTG ---- PE 0.6 114 21.9 8.0 9.9 25.1 0.013 TL 10.50 PV Pipe: 10 -65.8 2.203 PL 10.83 PF 0.3 114 21.9 8.0 9.9 25.1 5.5 120 FTG ---- PE 1.2 115 19.2 0.0 11.4 0.0 0.032 TL 10.83 PV Pipe: 11 32.0 2.203 PL 10.50 PF 0.1 120 20.3 8.0 10.5 25.9 2.7 120 FTG ---- PE -0.9 121 22.5 8.0 9.4 24.6 0.008 TL 10.50 PV Pipe: 12 7.4 2.203 PL 10.25 PF 0.0 121 22.5 8.0 9.4 24.6 0.6 120 FTG ---- PE -0.4 122 23.5 8.0 9.0 24.0 0.001 TL 10.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 13 -16.6 2.203 PL 10.25 PF 0.0 122 23.5 8.0 9.0 24.0 1.4 120 FTG ---- PE 0.1 123 23.2 8.0 9.1 24.2 0.002 TL 10.25 PV Pipe: 14 -40.7 2.203 PL 10.50 PF 0.1 123 23.2 8.0 9.1 24.2 3.4 120 FTG ---- PE 0.6 124 21.9 8.0 9.8 25.1 0.013 TL 10.50 PV Pipe: 15 -65.8 2.203 PL 10.83 PF 0.3 124 21.9 8.0 9.8 25.1 5.5 120 FTG ---- PE 1.2 125 19.2 0.0 11.3 0.0 0.032 TL 10.83 PV Pipe: 16 32.7 2.203 PL 26.00 PF 0.5 M 11.5 0.0 15.9 0.0 2.8 120 FTG 3ET PE -3.8 101 20.3 0.0 11.5 0.0 0.009 TL 60.00 PV Pipe: 17 -44.0 2.203 PL 7.00 PF 0.5 106 19.2 0.0 12.0 0.0 3.7 120 FTG 2T PE -0.3 MM 19.8 0.0 12.2 0.0 0.015 TL 34.20 PV Pipe: 18 58.0 2.203 PL 26.00 PF 1.5 N 11.5 0.0 15.8 0.0 4.9 120 FTG 3ET PE -3.8 110 20.3 8.0 10.5 25.9 0.025 TL 60.00 PV Pipe: 19 -65.8 2.203 PL 7.00 PF 1.1 115 19.2 0.0 11.4 0.0 5.5 120 FTG 2T PE -0.3 NN 19.8 0.0 12.2 0.0 0.032 TL 34.20 PV Pipe: 20 57.9 2.203 PL 26.00 PF 1.5 O 11.5 0.0 15.8 0.0 4.9 120 FTG 3ET PE -3.8 120 20.3 8.0 10.5 25.9 0.025 TL 60.00 PV Pipe: 21 -65.8 2.203 PL 7.00 PF 1.1 125 19.2 0.0 11.3 0.0 5.5 120 FTG 2T PE -0.3 00 19.8 0.0 12.2 0.0 0.032 TL 34.20 PV Pipe: 22 293.5 4.310 PL 10.00 PF 0.2 A 11.5 0.0 17.7 0.0 6.5 120 FTG ---- PE 0.0 B 11.5 0.0 17.5 0.0 0.019 TL 10.00 PV Pipe: 23 265.6 4.310 PL 12.00 PF 0.2 B 11.5 0.0 17.5 0.0 5.8 120 FTG ---- PE 0.0 C 11.5 0.0 17.3 0.0 0.016 TL 12.00 PV Pipe: 24 240.5 4.310 PL 12.00 PF 0.2 C 11.5 0.0 17.3 0.0 5.3 120 FTG ---- PE 0.0 D 11.5 0.0 17.1 0.0 0.013 TL 12.00 PV Pipe: 25 217.9 4.310 PL 12.00 PF 0.1 D 11.5 0.0 17.1 0.0 4.8 120 FTG ---- PE 0.0 E 11.5 0.0 17.0 0.0 0.011 TL 12.00 PV DATE: 8/9/2005 JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 C:\HASS FILES\9132 MAINT.SDF 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: 26 197.1 4.310 PL 9.00 PF 0.1 11.5 0.0 17.0 0.0 4.3 120 FTG ---- PE 0.0 11.5 0.0 16.9 0.0 0.009 TL 9.00 PV Pipe: 27 177.1 4.310 PL 21.75 PF 0.4 F 11.5 0.0 16.9 0.0 3.9 120 FTG 2E PE 0.0 G 11.5 0.0 16.5 0.0 0.008 TL 49.55 PV Pipe: 28 164.6 4.310 PL 16.25 PF 0.3 G 11.5 0.0 16.5 0.0 3.6 120 FTG 2E PE 0.0 H 11.5 0.0 16.3 0.0 0.007 TL 44.05 PV Pipe: 29 163.0 4.310 PL 10.00 PF 0.1 H 11.5 0.0 16.3 0.0 3.6 120 FTG ---- PE 0.0 I 11.5 0.0 16.2 0.0 0.006 TL 10.00 PV Pipe: 30 160.0 4.310 PL 14.00 PF 0.1 I 11.5 0.0 16.2 0.0 3.5 120 FTG ---- PE 0.0 J 11.5 0.0 16.1 0.0 0.006 TL 14.00 PV Pipe: 31 157.9 4.310 PL 16.00 PF 0.1 J 11.5 0.0 16.1 0.0 3.5 120 FTG ---- PE 0.0 K 11.5 0.0 16.0 0.0 0.006 TL 16.00 PV Pipe: 32 160.2 4.310 PL 7.50 PF 0.0 K 11.5 0.0 16.0 0.0 3.5 120 FTG ---- PE 0.0 L 11.5 0.0 16.0 0.0 0.006 TL 7.50 PV Pipe: 33 156.6 4.310 PL 17.25 PF 0.1 L 11.5 0.0 16.0 0.0 3.4 120 FTG ---- PE 0.0 M 11.5 0.0 15.9 0.0 0.006 TL 17.25 PV Pipe: 34 123.7 4.310 PL 10.00 PF 0.0 M 11.5 0.0 15.9 0.0 2.7 120 FTG ---- PE 0.0 N 11.5 0.0 15.8 0.0 0.004 TL 10.00 PV Pipe: 35 63.7 4.310 PL 14.00 PF 0.0 N 11.5 0.0 15.8 0.0 1.4 120 FTG ---- PE 0.0 O 11.5 0.0 15.8 0.0 0.001 TL 14.00 PV Pipe: 36 4.3 4.310 PL 6.75 PF 0.0 O 11.5 0.0 15.8 0.0 0.1 120 FTG ---- PE 0.0 P 11.5 0.0 15.8 0.0 0.000 TL 6.75 PV Pipe: 37 2.9 4.310 PL 9.00 PF 0.0 P 11.5 0.0 15.8 0.0 0.1 120 FTG ---- PE 0.0 Q 11.5 0.0 15.8 0.0 0.000 TL 9.00 PV Pipe: 38 1.4 4.310 PL 6.25 PF 0.0 Q 11.5 0.0 15.8 0.0 0.0 120 FTG ---- PE 0.0 R 11.5 0.0 15.8 0.0 0.000 TL 6.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 'DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 39 30.8 4.310 PL 10.00 PF 0.0 AA 19.8 0.0 12.9 0.0 0.7 120 FTG ---- PE 0.0 BB 19.8 0.0 12.9 0.0 0.000 TL 10.00 PV Pipe: 40 58.7 4.310 PL 12.00 PF 0.0 BB 19.8 0.0 12.9 0.0 1.3 120 FTG ---- PE 0.0 CC 19.8 0.0 12.9 0.0 0.001 TL 12.00 PV Pipe: 41 83.7 4.310 PL 12.00 PF 0.0 CC 19.8 0.0 12.9 0.0 1.8 120 FTG ---- PE 0.0 DD 19.8 0.0 12.9 0.0 0.002 TL 12.00 PV Pipe: 42 106.4 4.310 PL 12.00 PF 0.0 DD 19.8 0.0 12.9 0.0 2.3 120 FTG ---- PE 0.0 EE 19.8 0.0 12.8 0.0 0.003 TL 12.00 PV Pipe: 43 127.1 4.310 PL 12.00 PF 0.0 EE 19.8 0.0 12.8 0.0 2.8 120 FTG ---- PE 0.0 FF 19.8 0.0 12.8 0.0 0.004 TL 12.00 PV Pipe: 44 147.2 4.310 PL 12.00 PF 0.1 FF 19.8 0.0 12.8 0.0 3.2 120 FTG ---- PE 0.0 GG 19.8 0.0 12.7 0.0 0.005 TL 12.00 PV Pipe: 45 159.7 4.310 PL 12.00 PF 0.1 GG 19.8 0.0 12.7 0.0 3.5 120 FTG ---- PE 0.0 HH 19.8 0.0 12.6 0.0 0.006 TL 12.00 PV Pipe: 46 161.3 4.310 PL 12.00 PF 0.:L HH 19.8 0.0 12.6 0.0 3.5 120 FTG ---- PE 0.0 II 19.8 0.0 12.6 0.0 0.006 TL 12.00 PV Pipe: 47 164.3 4.310 PL 12.00 PF 0.1 II 19.8 0.0 12.6 0.0 3.6 120 FTG ---- PE 0.0 JJ 19.8 0.0 12.5 0.0 0.007 TL 12.00 PV Pipe: 48 166.3 4.310 PL 12.00 PF 0.1 JJ 19.8 0.0 12.5 0.0 3.7 120 FTG ---- PE 0.0 KK 19.8 0.0 12.4 0.0 0.007 TL 12.00 PV Pipe: 49 164.0 4.310 PL 12.00 PF 0.1 KK 19.8 0.0 12.4 0.0 3.6 120 FTG ---- PE 0.0 LL 19.8 0.0 12.3 0.0 0.007 TL 12.00 PV Pipe: 50 167.6 4.310 PL 12.00 PF 0.1 LL 19.8 0.0 12.3 0.0 3.7 120 FTG ---- PE 0.0 MM 19.8 0.0 12.2 0.0 0.007 TL 12.00 PV Pipe: 51 123.8 4.310 PL 12.00 PF 0.0 MM 19.8 0.0 12.2 0.0 2.7 120 FTG ---- PE 0.0 NN 19.8 0.0 12.2 0.0 0.004 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 52 60.0 4.310 PL 12.00 PF 0.0 NN 19.8 0.0 12.2 0.0 1.3 120 FTG ---- PE 0.0 00 19.8 0.0 12.2 0.0 0.001 TL 12.00 PV Pipe: 53 -4.3 4.310 PL 9.00 PF 0.0 00 19.8 0.0 12.2 0.0 0.1 120 FTG ---- PE 0.0 PP 19.8 0.0 12.2 0.0 0.000 TL 9.00 PV Pipe: 54 -2.9 4.310 PL 5.00 PF 0.0 PP 19.8 0.0 12.2 0.0 0.1 120 FTG ---- PE 0.0 QQ 19.8 0.0 12.2 0.0 0.000 TL 5.00 PV Pipe: 55 -1.4 4.310 PL 10.00 PF 0.0 QQ 19.8 0.0 12.2 0.0 0.0 120 FTG ---- PE 0.0 RR 19.8 0.0 12.2 0.0 0.000 TL 10.00 PV Pipe: 56 30.8 2.203 PL 89.00 PF 1.2 A 11.5 0.0 17.7 0.0 2.6 120 FTG 3E3T PE -3.6 AA 19.8 0.0 12.9 0.0 0.008 TL 150.20 PV Pipe: 57 27.9 2.203 PL 89.00 PF 1.0 B 11.5 0.0 17.5 0.0 2.4 120 FTG 3E3T PE -3.6 BB 19.8 0.0 12.9 0.0 0.007 TL 150.20 PV Pipe: 58 25.0 2.203 PL 89.00 PF 0.8 C 11.5 0.0 17.3 0.0 2.1 120 FTG 3E3T PE -3.6 CC 19.8 0.0 12.9 0.0 0.005 TL 150.20 PV Pipe: 59 22.6 2.203 PL 89.00 PF 0.7 D 11.5 0.0 17.1 0.0 1.9 120 FTG 3E3T PE -3.6 DD 19.8 0.0 12.9 0.0 0.004 TL 150.20 PV Pipe: 60 20.7 2.203 PL 89.00 PF 0.6 E 11.5 0.0 17.0 0.0 1.7 120 FTG 3E3T PE -3.6 EE 19.8 0.0 12.8 0.0 0.004 TL 150.20 PV Pipe: 61 20.1 2.203 PL 89.00 PF 0.5 F 11.5 0.0 16.9 0.0 1.7 120 FTG 3E3T PE -3.6 FF 19.8 0.0 12.8 0.0 0.004 TL 150.20 PV Pipe: 62 12.5 2.203 PL 89.00 PF 0.2 G 11.5 0.0 16.5 0.0 1.1 120 FTG 3E3T PE -3.6 GG 19.8 0.0 12.7 0.0 0.001 TL 150.20 PV Pipe: 63 1.6 2.203 PL 89.00 PF 0.0 H 11.5 0.0 16.3 0.0 0.1 120 FTG 3E3T PE -3.6 HH 19.8 0.0 12.6 0.0 0.000 TL 150.20 PV Pipe: 64 3.0 2.203 PL 89.00 PF 0.0 I 11.5 0.0 16.2 0.0 0.3 120 FTG 3E3T PE -3.6 II 19.8 0.0 12.6 0.0 0.000 TL 150.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 65 2.0 2.203 PL 89.00 PF '0.0 J 11.5 0.0 16.1 0.0 0.2 120 FTG 3E3T PE -3.6 JJ 19.8 0.0 12.5 0.0 0.000 TL 150.20 PV Pipe: 66 -2.3 2.203 PL 89.00 PF 0.0 K 11.5 0.0 16.0 0.0 0.2 120 FTG 3E3T PE -3.6 KK 19.8 0.0 12.4 0.0 0.000 TL 150.20 PV Pipe: 67 3.6 2.203 PL 89.00 PF 0.0 L 11.5 0.0 16.0 0.0 0.3 120 FTG 3E3T PE -3.6 LL 19.8 0.0 12.3 0.0 0.000 TL 150.20 PV Pipe: 68 0.2 2.203 PL 89.00 PF 0.0 M 11.5 0.0 15.9 0.0 0.0 120 FTG 3E3T PE -3.6 MM 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 69 2.1 2.203 PL 89.00 PF 0.0 N 11.5 0.0 15.8 0.0 0.2 120 FTG 3E3T PE -3.6 NN 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 70 1.5 2.203 PL 89.00 PF 0.0 O 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 00 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 71 1.4 2.203 PL 89.00 PF 0.0 P 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 PP 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 72 1.4 2.203 PL 89.00 PF 0.0 Q 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 QQ 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 73 1.4 2.203 PL 89.00 PF 0.0 R 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 RR 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 74 -324.3 4.260 PL 160.00 PF 5.8 A 11.5 0.0 17.7 0.0 7.3 120 FTG 4ET PE -0.2 TOR 12.0 0.0 23.3 0.0 0.024 TL 239.10 PV Pipe: 75 -324.3 4.260 PL 10.00 PF 1.3 TOR 12.0 0.0 23.3 0.0 7.3 120 FTG TB PE 4.3 BOR 2.0 0.0 28.9 0.0 0.024 TL 52.10 PV Pipe: 76 -324.3 8.249 PL 5.00 PF 0.0 BOR 2.0 0.0 28.9 0.0 1.9 120 FTG T PE 0.6 UG1 0.5 0.0 29.6 0.0 0.001 TL 43.90 PV Pipe: 77 -324.3 8.390 PL 160.00 PF 0.2 UG1 0.5 0.0 29.6 0.0 1.9 140 FTG 2EG PE 1.5 CK2 -3.0 0.0 31.3 0.0 0.001 TL 229.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 `DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 78 FIXED PRESSURE LOSS DEVICE CK1 -3.0 0.0 39.3 0.0 8.0 psi, 324.3 gpm CK2 -3.0 0.0 31.3 0.0 Pipe: 79 -324.3 8.390 PL 30.00 PF 0.1 CK1 -3.0 0.0 39.3 0.0 1.9 140 FTG TG PE 0.0 SRC -3.0 SRCE 39.3 (N/A) 0.001 TL 97.00 PV NOTES: (1) Calculations were performed by the HASS 7.7 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 0.002 gpm and a maximum imbalance at any node of 0.147 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.3 ft/sec at pipe 75. (4) PIPE FITTINGS TABLE Pipe Table Name: FSW-STD.PIP PAGE: B MATERIAL: SCH10 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 4.260 13.20 26.30 7.90 29.00 15.80 2.60 26.30 13.20 8.249 20.00 38.90 14.50 50.00 13.30 4.40 38.90 30.00 PAGE: D MATERIAL: DI.52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkV1v BfyVly GatV1v 8.390 31.00 60.00 22.00 78.00 21.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE PAGE: G Diameter (in) 2.203 4.310 MATERIAL: SUPFLO HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatV1v AlmVly DryVly 6.80 13.60 4.10 15.00 8.20 1.40 13.60 13.60 13.90 27.90 8.40 30.70 16.70 2.80 27.90 13.90 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 C:\HASS FILES\9132 MAINT.SDF DATE: 8/9/2005 JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 4000.0 gpm O N a) 04 a 0) O H 0 U) >-4 cn I-1 1n Z• g4 1 M O4 m 0) r-1 N O O O O 0 O l0 m a' O 0 O O O O 0 0 M N r1 aaaw0cn--au) .I 0 O O 0 _ O 0 0 O 0 '-i O — CO N O w FIRE SYSTEMS WEST 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WA 98047 (253) 833-1248 HYDRAULIC CALCULATIONS FOR CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 FILE NUMBER: 9132 MAINT DATE: AUG 9, 2005 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY, GROUP II DENSITY: 0.20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 324.3 gpm TOTAL WATER REQUIRED (including hose): 574.3 gpm FLOW AND PRESSURE (@ BOR): 324.3 GPM @ 28.9 PSI SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: 3/4 inch FIRE SYSTEMS WEST, INC. JIM STEWART TUKWILA FIRE DEPARTMENT FIRE SWI 140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A ) HRS SYSTEMS, INC. TUCKER, GA 30084 DATE: 8/9/2005 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS FILES\9132 MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE WATER SUPPLY DATA SOURCE NODE TAG SRC STATIC PRESS. (PSI) RESID. PRESS. (PSI) 55.0 30.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 4000.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 101 102 103 104 105 106 110 111 112 113 114 115 120 121 122 123 124 125 A B C D E F G H I J K L M N 0 P 20.3 22.5 23.5 23.2 21.9 19.2 20.3 22.5 23.5 23.2 21.9 19.2 20.3 22.5 23.5 23.2 21.9 19.2 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 K= 8.00 K. 8.00 K. 8.00 K= 8.00 K= 8.00 K. 8.00 K= 8.00 K= 8.00 K. 8.00 K. 8.00 K= 8.00 K= 8.00 K= 8.00 AVAIL. PRESS. (PSI) 54.3 574.3 GPM 250.0 GPM 0.0 GPM 324.3 GPM PRESSURE (PSI) 11.5 10.5 9.9 10.1 10.7 12.0 10.5 9.5 9.0 9.1 9.9 11.4 10.5 9.4 9.0 9.1 9.8 11.3 17.7 17.5 17.3 17.1 17.0 16.9 16.5 16.3 16.2 16.1 16.0 16.0 15.9 15.8 15.8 15.8 TOTAL DEMAND (GPM) REQ'D PRESS. (PSI) 574.3 39.3 DISCHARGE (GPM) 25.2 25.4 26.1 25.9 24.6 24.0 24.2 25.1 25.9 24.6 24.0 24.2 25.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE NODE ANALYSIS DATA NODE,TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Q 11.5 15.8 R 11.5 15.8 AA 19.8 12.9 BB 19.8 12.9 CC 19.8 12.9 DD 19.8 12.9 EE 19.8 12.8 FF 19.8 12.8 GG 19.8 12.7 HH 19.8 12.6 II 19.8 12.6 JJ 19.8 12.5 KK 19.8 12.4 LL 19.8 12.3 MM 19.8 12.2 NN 19.8 12.2 00 19.8 12.2 PP 19.8 12.2 44 19.8 12.2 RR 19.8 12.2 TOR 12.0 23.3 BOR 2.0 28.9 UG1 0.5 29.6 CK1 -3.0 39.3 CK2 -3.0 31.3 SRC -3.0 SOURCE 39.3 324.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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 32.7 2.203 PL 10.50 PF 0.1 101 20.3 0.0 11.5 0.0 2.8 120 FTG ---- PE -0.9 102 22.5 0.0 10.5 0.0 0.009 TL 10.50 PV Pipe: 2 32.7 2.203 PL 10.25 PF 0.1 102 22.5 0.0 10.5 0.0 2.8 120 FTG ---- PE -0.4 103 23.5 8.0 9.9 25.2 0.009 TL 10.25 PV Pipe: 3 7.5 2.203 PL 10.25 PF 0.0 103 23.5 8.0 9.9 25.2 0.6 120 FTG ---- PE 0.1 104 23.2 8.0 10.1 25.4 0.001 TL 10.25 PV Pipe: 4 -17.9 2.203 PL 10.50 PF 0.0 104 23.2 8.0 10.1 25.4 1.5 120 FTG ---- PE 0.6 105 21.9 8.0 10.7 26.1 0.003 TL 10.50 PV Pipe: 5 -44.0 2.203 PL 10.83 PF 0.2 105 21.9 8.0 10.7 26.1 3.7 120 FTG ---- PE 1.2 106 19.2 0.0 12.0 0.0 0.015 TL 10.83 PV Pipe: 6 32.1 2.203 PL 10.50 PF 0.1 110 20.3 8.0 10.5 25.9 2.7 120 FTG ---- PE -0.9 111 22.5 8.0 9.5 24.6 0.008 TL 10.50 PV Pipe: 7 7.5 2.203 PL 10.25 PF 0.0 111 22.5 8.0 9.5 24.6 0.6 120 FTG ---- PE -0.4 112 23.5 8.0 9.0 24.0 0.001 TL 10.25 PV Pipe: 8 -16.5 2.203 PL 10.25 PF 0.0 112 23.5 8.0 9.0 24.0 1.4 120 FTG ---- PE 0.1 113 23.2 8.0 9.1 24.2 0.002 TL 10.25 PV Pipe: 9 -40.7 2.203 PL 10.50 PF 0.1 113 23.2 8.0 9.1 24.2 3.4 120 FTG ---- PE 0.6 114 21.9 8.0 9.9 25.1 0.013 TL 10.50 PV Pipe: 10 -65.8 2.203 PL 10.83 PF 0.3 114 21.9 8.0 9.9 25.1 5.5 120 FTG ---- PE 1.2 115 19.2 0.0 11.4 0.0 0.032 TL 10.83 PV Pipe: 11 32.0 2.203 PL 10.50 PF 0.1 120 20.3 8.0 10.5 25.9 2.7 120 FTG ---- PE -0.9 121 22.5 8.0 9.4 24.6 0.008 TL 10.50 PV Pipe: 12 7.4 2.203 PL 10.25 PF 0.0 121 22.5 8.0 9.4 24.6 0.6 120 FTG ---- PE -0.4 122 23.5 8.0 9.0 24.0 0.001 TL 10.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 13 -16.6 2.203 PL 10.25 PF 0.0 122 23.5 8.0 9.0 24.0 1.4 120 FTG ---- PE 0.1 123 23.2 8.0 9.1 24.2 0.002 TL 10.25 PV Pipe: 14 -40.7 2.203 PL 10.50 PF 0.1 123 23.2 8.0 9.1 24.2 3.4 120 FTG ---- PE 0.6 124 21.9 8.0 9.8 25.1 0.013 TL 10.50 PV Pipe: 15 -65.8 2.203 PL 10.83 PF 0.3 124 21.9 8.0 9.8 25.1 5.5 120 FTG ---- PE 1.2 125 19.2 0.0 11.3 0.0 0.032 TL 10.83 PV Pipe: 16 32.7 2.203 PL 26.00 PF 0.5 M 11.5 0.0 15.9 0.0 2.8 120 FTG 3ET PE -3.8 101 20.3 0.0 11.5 0.0 0.009 TL 60.00 PV Pipe: 17 -44.0 2.203 PL 7.00 PF 0.5 106 19.2 0.0 12.0 0.0 3.7 120 FTG 2T PE -0.3 MM 19.8 0.0 12.2 0.0 0.015 TL 34.20 PV Pipe: 18 58.0 2.203 PL 26.00 PF 1.5 N 11.5 0.0 15.8 0.0 4.9 120 FTG 3ET PE -3.8 110 20.3 8.0 10.5 25.9 0.025 TL 60.00 PV Pipe: 19 -65.8 2.203 PL 7.00 PF 1.1 115 19.2 0.0 11.4 0.0 5.5 120 FTG 2T PE -0.3 NN 19.8 0.0 12.2 0.0 0.032 TL 34.20 PV Pipe: 20 57.9 2.203 PL 26.00 PF 1.5 O 11.5 0.0 15.8 0.0 4.9 120 FTG 3ET PE -3.8 120 20.3 8.0 10.5 25.9 0.025 TL 60.00 PV Pipe: 21 -65.8 2.203 PL 7.00 PF 1.1 125 19.2 0.0 11.3 0.0 5.5 120 FTG 2T PE -0.3 00 19.8 0.0 12.2 0.0 0.032 TL 34.20 PV Pipe: 22 293.5 4.310 PL 10.00 PF 0.2 A 11.5 0.0 17.7 0.0 6.5 120 FTG ---- PE 0.0 B 11.5 0.0 17.5 0.0 0.019 TL 10.00 PV Pipe: 23 265.6 4.310 PL 12.00 PF 0.2 B 11.5 0.0 17.5 0.0 5.8 120 FTG ---- PE 0.0 C 11.5 0.0 17.3 0.0 0.016 TL 12.00 PV Pipe: 24 240.5 4.310 PL 12.00 PF 0.2 C 11.5 0.0 17.3 0.0 5.3 120 FTG ---- PE 0.0 D 11.5 0.0 17.1 0.0 0.013 TL 12.00 PV Pipe: 25 217.9 4.310 PL 12.00 PF 0.1 D 11.5 0.0 17.1 0.0 4.8 120 FTG ---- PE 0.0 E 11.5 0.0 17.0 0.0 0.011 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 26 197.1 4.310 PL 9.00 PF 0.1 E 11.5 0.0 17.0 0.0 4.3 120 FTG ---- PE 0.0 F 11.5 0.0 16.9 0.0 0.009 TL 9.00 PV Pipe: 27 177.1 4.310 PL 21.75 PF 0.4 F 11.5 0.0 16.9 0.0 3.9 120 FTG 2E PE 0.0 G 11.5 0.0 16.5 0.0 0.008 TL 49.55 PV Pipe: 28 164.6 4.310 PL 16.25 PF 0.3 G 11.5 0.0 16.5 0.0 3.6 120 FTG 2E PE 0.0 H 11.5 0.0 16.3 0.0 0.007 TL 44.05 PV Pipe: 29 163.0 4.310 PL 10.00 PF 0.1 H 11.5 0.0 16.3 0.0 3.6 120 FTG ---- PE 0.0 I 11.5 0.0 16.2 0.0 0.006 TL 10.00 PV Pipe: 30 160.0 4.310 PL 14.00 PF 0.1 I 11.5 0.0 16.2 0.0 3.5 120 FTG ---- PE 0.0 J 11.5 0.0 16.1 0.0 0.006 TL 14.00 PV Pipe: 31 157.9 4.310 PL 16.00 PF 0.1 J 11.5 0.0 16.1 0.0 3.5 120 FTG ---- PE 0.0 K 11.5 0.0 16.0 0.0 0.006 TL 16.00 PV Pipe: 32 160.2 4.310 PL 7.50 PF 0.0 K 11.5 0.0 16.0 0.0 3.5 120 FTG ---- PE 0.0 L 11.5 0.0 16.0 0.0 0.006 TL 7.50 PV Pipe: 33 156.6 4.310 PL 17.25 PF 0.1 L 11.5 0.0 16.0 0.0 3.4 120 FTG ---- PE 0.0 M 11.5 0.0 15.9 0.0 0.006 TL 17.25 PV Pipe: 34 123.7 4.310 PL 10.00 PF 0.0 M 11.5 0.0 15.9 0.0 2.7 120 FTG ---- PE 0.0 N 11.5 0.0 15.8 0.0 0.004 TL 10.00 PV Pipe: 35 63.7 4.310 PL 14.00 PF 0.0 N 11.5 0.0 15.8 0.0 1.4 120 FTG ---- PE 0.0 O 11.5 0.0 15.8 0.0 0.001 TL 14.00 PV Pipe: 36 4.3 4.310 PL 6.75 PF 0.0 O 11.5 0.0 15.8 0.0 0.1 120 FTG ---- PE 0.0 P 11.5 0.0 15.8 0.0 0.000 TL 6.75 PV Pipe: 37 2.9 4.310 PL 9.00 PF 0.0 P 11.5 0.0 15.8 0.0 0.1 120 FTG ---- PE 0.0 Q 11.5 0.0 15.8 0.0 0.000 TL 9.00 PV Pipe: 38 1.4 4.310 PL 6.25 PF 0.0 Q 11.5 0.0 15.8 0.0 0.0 120 FTG ---- PE 0.0 R 11.5 0.0 15.8 0.0 0.000 TL 6.25 PV DATE: 8/9/2005 JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 C:\HASS FILES\9132 MAINT.SDF 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: 39 30.8 4.310 PL 10.00 PF 0.0 AA 19.8 0.0 12.9 0.0 0.7 120 FTG ---- PE 0.0 BB 19.8 0.0 12.9 0.0 0.000 TL 10.00 PV Pipe: 40 58.7 4.310 PL 12.00 PF 0.0 BB 19.8 0.0 12.9 0.0 1.3 120 FTG ---- PE 0.0 CC 19.8 0.0 12.9 0.0 0.001 TL 12.00 PV Pipe: 41 83.7 4.310 PL 12.00 PF 0.0 CC 19.8 0.0 12.9 0.0 1.8 120 FTG ---- PE 0.0 DD 19.8 0.0 12.9 0.0 0.002 TL 12.00 PV Pipe: 42 106.4 4.310 PL 12.00 PF 0.0 DD 19.8 0.0 12.9 0.0 2.3 120 FTG ---- PE 0.0 EE 19.8 0.0 12.8 0.0 0.003 TL 12.00 PV Pipe: 43 127.1 4.310 PL 12.00 PF 0.0 EE 19.8 0.0 12.8 0.0 2.8 120 FTG ---- PE 0.0 FF 19.8 0.0 12.8 0.0 0.004 TL 12.00 PV Pipe: 44 147.2 4.310 PL 12.00 PF 0.1 FF 19.8 0.0 12.8 0.0 3.2 120 FTG ---- PE 0.0 GG 19.8 0.0 12.7 0.0 0.005 TL 12.00 PV Pipe: 45 159.7 4.310 PL 12.00 PF 0.1 GG 19.8 0.0 12.7 0.0 3.5 120 FTG ---- PE 0.0 HH 19.8 0.0 12.6 0.0 0.006 TL. 12.00 PV Pipe: 46 161.3 4.310 PL 12.00 PF 0.1 HH 19.8 0.0 12.6 0.0 3.5 120 FTG ---- PE 0.0 II 19.8 0.0 12.6 0.0 0.006 TL 12.00 PV Pipe: 47 164.3 4.310 PL 12.00 PF 0.1 II 19.8 0.0 12.6 0.0 3.6 120 FTG ---- PE 0.0 JJ 19.8 0.0 12.5 0.0 0.007 TL 12.00 PV Pipe: 48 166.3 4.310 PL 12.00 PF 0.1 JJ 19.8 0.0 12.5 0.0 3.7 120 FTG ---- PE 0.0 KK 19.8 0.0 12.4 0.0 0.007 TL 12.00 PV Pipe: 49 164.0 4.310 PL 12.00 PF 0.1 KK 19.8 0.0 12.4 0.0 3.6 120 FTG ---- PE 0.0 LL 19.8 0.0 12.3 0.0 0.007 TL 12.00 PV Pipe: 50 167.6 4.310 PL 12.00 PF 0.1 LL 19.8 0.0 12.3 0.0 3.7 120 FTG ---- PE 0.0 MM 19.8 0.0 12.2 0.0 0.007 TL 12.00 PV Pipe: 51 123.8 4.310 PL 12.00 PF 0.0 MM 19.8 0.0 12.2 0.0 2.7 120 FTG ---- PE 0.0 NN 19.8 0.0 12.2 0.0 0.004 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 52 60.0 4.310 PL 12.00 PF 0.0 NN 19.8 0.0 12.2 0.0 1.3 120 FTG ---- PE 0.0 00 19.8 0.0 12.2 0.0 0.001 TL 12.00 PV Pipe: 53 -4.3 4.310 PL 9.00 PF 0.0 00 19.8 0.0 12.2 0.0 0.1 120 FTG ---- PE 0.0 PP 19.8 0.0 12.2 0.0 0.000 TL 9.00 PV Pipe: 54 -2.9 4.310 PL 5.00 PF 0.0 PP 19.8 0.0 12.2 0.0 0.1 120 FTG ---- PE 0.0 QQ 19.8 0.0 12.2 0.0 0.000 TL 5.00 PV Pipe: 55 -1.4 4.310 PL 10.00 PF 0.0 QQ 19.8 0.0 12.2 0.0 0.0 120 FTG ---- PE 0.0 RR 19.8 0.0 12.2 0.0 0.000 TL 10.00 PV Pipe: 56 30.8 2.203 PL 89.00 PF 1.2 A 11.5 0.0 17.7 0.0 2.6 120 FTG 3E3T PE -3.6 AA 19.8 0.0 12.9 0.0 0.008 TL 150.20 PV Pipe: 57 27.9 2.203 PL 89.00 PF 1.0 B 11.5 0.0 17.5 0.0 2.4 120 FTG 3E3T PE -3.6 BB 19.8 0.0 12.9 0.0 0.007 TL 150.20 PV Pipe: 58 25.0 2.203 PL 89.00 PF 0.8 C 11.5 0.0 17.3 0.0 2.1 120 FTG 3E3T PE -3.6 CC 19.8 0.0 12.9 0.0 0.005 TL 150.20 PV Pipe: 59 22.6 2.203 PL 89.00 PF 0.7 D 11.5 0.0 17.1 0.0 1.9 120 FTG 3E3T PE -3.6 DD 19.8 0.0 12.9 0.0 0.004 TL 150.20 PV Pipe: 60 20.7 2.203 PL 89.00 PF 0.6 E 11.5 0.0 17.0 0.0 1.7 120 FTG 3E3T PE -3.6 EE 19.8 0.0 12.8 0.0 0.004 TL 150.20 PV Pipe: 61 20.1 2.203 PL 89.00 PF 0.5 F 11.5 0.0 16.9 0.0 1.7 120 FTG 3E3T PE -3.6 FF 19.8 0.0 12.8 0.0 0.004 TL 150.20 PV Pipe: 62 12.5 2.203 PL 89.00 PF 0.2 G 11.5 0.0 16.5 0.0 1.1 120 FTG 3E3T PE -3.6 GG 19.8 0.0 12.7 0.0 0.001 TL 150.20 PV Pipe: 63 1.6 2.203 PL 89.00 PF 0.0 H 11.5 0.0 16.3 0.0 0.1 120 FTG 3E3T PE -3.6 HH 19.8 0.0 12.6 0.0 0.000 TL 150.20 PV Pipe: 64 3.0 2.203 PL 89.00 PF 0.0 I 11.5 0.0 16.2 0.0 0.3 120 FTG 3E3T PE -3.6 II 19.8 0.0 12.6 0.0 0.000 TL 150.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 65 2.0 2.203 PL 89.00 PF 0.0 J 11.5 0.0 16.1 0.0 0.2 120 FTG 3E3T PE -3.6 JJ 19.8 0.0 12.5 0.0 0.000 TL 150.20 PV Pipe: 66 -2.3 2.203 PL 89.00 PF 0.0 K 11.5 0.0 16.0 0.0 0.2 120 FTG 3E3T PE -3.6 KK 19.8 0.0 12.4 0.0 0.000 TL 150.20 PV Pipe: 67 3.6 2.203 PL 89.00 PF 0.0 L 11.5 0.0 16.0 0.0 0.3 120 FTG 3E3T PE -3.6 LL 19.8 0.0 12.3 0.0 0.000 TL 150.20 PV Pipe: 68 0.2 2.203 PL 89.00 PF 0.0 M 11.5 0.0 15.9 0.0 0.0 120 FTG 3E3T PE -3.6 MM 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 69 2.1 2.203 PL 89.00 PF 0.0 N 11.5 0.0 15.8 0.0 0.2 120 FTG 3E3T PE -3.6 NN 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 70 1.5 2.203 PL 89.00 PF 0.0 O 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 00 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 71 1.4 2.203 PL 89.00 PF 0.0 P 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 PP 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 72 1.4 2.203 PL 89.00 PF 0.0 Q 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 QQ 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 73 1.4 2.203 PL 89.00 PF 0.0 R 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 RR 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 74 -324.3 4.260 PL 160.00 PF 5.8 A 11.5 0.0 17.7 0.0 7.3 120 FTG 4ET PE -0.2 TOR 12.0 0.0 23.3 0.0 0.024 TL 239.10 PV Pipe: 75 -324.3 4.260 PL 10.00 PF 1.3 TOR 12.0 0.0 23.3 0.0 7.3 120 FTG TB PE 4.3 BOR 2.0 0.0 28.9 0.0 0.024 TL 52.10 PV Pipe: 76 -324.3 8.249 PL 5.00 PF 0.0 BOR 2.0 0.0 28.9 0.0 1.9 120 FTG T PE 0.6 UG1 0.5 0.0 29.6 0.0 0.001 TL 43.90 PV Pipe: 77 -324.3 8.390 PL 160.00 PF 0.2 UG1 0.5 0.0 29.6 0.0 1.9 140 FTG 2EG PE 1.5 CK2 -3.0 0.0 31.3 0.0 0.001 TL 229.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 78 FIXED PRESSURE LOSS DEVICE CK1 -3.0 0.0 39.3 0.0 8.0 psi, 324.3 gpm CK2 -3.0 0.0 31.3 0.0 Pipe: 79 -324.3 8.390 PL 30.00 PF 0.1 CK1 -3.0 0.0 39.3 0.0 1.9 140 FTG TG PE 0.0 SRC -3.0 SRCE 39.3 (N/A) 0.001 TL 97.00 PV NOTES: (1) Calculations were performed by the HASS 7.7 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 0.002 gpm and a maximum imbalance at any node of 0.147 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.3 ft/sec at pipe 75. (4) PIPE FITTINGS TABLE Pipe Table Name: FSW-STD.PIP PAGE: B MATERIAL: SCH10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v 4.260 13.20 26.30 7.90 29.00 15.80 2.60 26.30 13.20 8.249 20.00 38.90 14.50 50.00 13.30 4.40 38.90 30.00 PAGE: D MATERIAL: DI.52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkV1v BfyVly GatV1v 8.390 31.00 60.00 22.00 78.00 21.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE PAGE: G MATERIAL: SUPFLO HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVly AlmVly DryVly 2.203 6.80 13.60 4.10 15.00 8.20 1.40 13.60 13.60 4.310 13.90 27.90 8.40 30.70 16.70 2.80 27.90 13.90 DATE: 8/9/2005 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 C:\HASS FILES\9132 MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 4000.0 gpm 0 3 z O W H � W W a a 0 0 •0 M 'CS .r{ )n a) O4 U) O H 0 U) > LO a Ln a m a.0 a m 3 Available %/r 1 N O 0 NI 0 0 0 0 0 O 0 0 0 0 in V• Cr) N H 0< 0W arxW0M c4W--au,•-I-- 0 O 0 0 O cr 0 0 —'0 M O 0 N M O O z —co a N C.D 0 0 0 — o 0 O N r-1 O — O N O a w FIRE SYSTEMS WEST 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WA 98047 (253) 833-1248 HYDRAULIC CALCULATIONS Inc. CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 FILE NUMBER: 9132 MAINT DATE: AUG 9, 2005 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY, GROUP II DENSITY: 0.20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 324.3 gpm TOTAL WATER REQUIRED (including hose): 574.3 gpm FLOW AND PRESSURE (@ BOR): 324.3 GPM @ 28.9 PSI SPRINKLER ORIFICE SIZE: 3/4 inch NAME OF CONTRACTOR: FIRE SYSTEMS WEST, INC. DESIGN/LAYOUT BY: JIM STEWART AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A ) HRS SYSTEMS, INC. TUCKER, GA 30084 DATE: 8/9/2005 JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 C:\HASS FILES\9132_MAINT.SDF WATER SUPPLY DATA SOURCE NODE TAG SRC STATIC PRESS. (PSI) RESID. PRESS. (PSI) 55.0 30.0 AGGREGATE FLOW ANALYSIS: FLOW Q (GPM) 4000.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE 101 102 103 104 105 106 110 111 112 113 114 115 120 121 122 123 124 125 A B C D E F G H I J K L M N 0 P ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 20.3 22.5 23.5 23.2 21.9 19.2 20.3 22.5 23.5 23.2 21.9 19.2 20.3 22.5 23.5 23.2 21.9 19.2 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 K= 8.00 K. 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 K. 8.00 K= 8.00 K= 8.00 K= 8.00 K= 8.00 AVAIL. PRESS. (PSI) 54.3 TOTAL Q DEMAND (GPM) 574.3 GPM 250.0 GPM 0.0 GPM 324.3 GPM PRESSURE (PSI) 11.5 10.5 9.9 10.1 10.7 12.0 10.5 9.5 9.0 9.1 9.9 11.4 10.5 9.4 9.0 9.1 9.8 11.3 17.7 17.5 17.3 17.1 17.0 16.9 16.5 16.3 16.2 16.1 16.0 16.0 15.9 15.8 15.8 15.8 REQ'D PRESS. (PSI) 574.3 39.3 DISCHARGE (GPM) 25.2 25.4 26.1 25.9 24.6 24.0 24.2 25.1 25.9 24.6 24.0 24.2 25.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE NODE ANALYSIS DATA NODE.TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Q 11.5 15.8 R 11.5 15.8 AA 19.8 12.9 BB 19.8 12.9 CC 19.8 12.9 DD 19.8 12.9 EE 19.8 12.8 FF 19.8 12.8 GG 19.8 12.7 HH 19.8 12.6 II 19.8 12.6 JJ 19.8 12.5 KK 19.8 12.4 LL 19.8 12.3 MM 19.8 12.2 NN 19.8 12.2 00 19.8 12.2 PP 19.8 12.2 44 19.8 12.2 RR 19.8 12.2 TOR 12.0 23.3 BOR 2.0 28.9 UG1 0.5 29.6 CK1 -3.0 39.3 CK2 -3.0 31.3 SRC -3.0 SOURCE 39.3 324.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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 32.7 2.203 PL 10.50 PF 0.1 101 20.3 0.0 11.5 0.0 2.8 120 FTG ---- PE -0.9 102 22.5 0.0 10.5 0.0 0.009 TL 10.50 PV Pipe: 2 32.7 2.203 PL 10.25 PF 0.1 102 22.5 0.0 10.5 0.0 2.8 120 FTG ---- PE -0.4 103 23.5 8.0 9.9 25.2 0.009 TL 10.25 PV Pipe: 3 7.5 2.203 PL 10.25 PF 0.0 103 23.5 8.0 9.9 25.2 0.6 120 FTG ---- PE 0.1 104 23.2 8.0 10.1 25.4 0.001 TL 10.25 PV Pipe: 4 -17.9 2.203 PL 10.50 PF 0.0 104 23.2 8.0 10.1 25.4 1.5 120 FTG ---- PE 0.6 105 21.9 8.0 10.7 26.1 0.003 TL 10.50 PV Pipe: 5 -44.0 2.203 PL 10.83 PF 0.2 105 21.9 8.0 10.7 26.1 3.7 120 FTG ---- PE 1.2 106 19.2 0.0 12.0 0.0 0.015 TL 10.83 PV Pipe: 6 32.1 2.203 PL 10.50 PF 0.1 110 20.3 8.0 10.5 25.9 2.7 120 FTG ---- PE -0.9 111 22.5 8.0 9.5 24.6 0.008 TL 10.50 PV Pipe: 7 7.5 2.203 PL 10.25 PF 0.0 111 22.5 8.0 9.5 24.6 0.6 120 FTG ---- PE -0.4 112 23.5 8.0 9.0 24.0 0.001 TL 10.25 PV Pipe: 8 -16.5 2.203 PL 10.25 PF 0.0 112 23.5 8.0 9.0 24.0 1.4 120 FTG ---- PE 0.1 113 23.2 8.0 9.1 24.2 0.002 TL 10.25 PV Pipe: 9 -40.7 2.203 PL 10.50 PF 0.1 113 23.2 8.0 9.1 24.2 3.4 120 FTG ---- PE 0.6 114 21.9 8.0 9.9 25.1 0.013 TL 10.50 PV Pipe: 10 -65.8 2.203 PL 10.83 PF 0.3 114 21.9 8.0 9.9 25.1 5.5 120 FTG ---- PE 1.2 115 19.2 0.0 11.4 0.0 0.032 TL 10.83 PV Pipe: 11 32.0 2.203 PL 10.50 PF 0.1 120 20.3 8.0 10.5 25.9 2.7 120 FTG ---- PE -0.9 121 22.5 8.0 9.4 24.6 0.008 TL 10.50 PV Pipe: 12 7.4 2.203 PL 10.25 PF 0.0 121 22.5 8.0 9.4 24.6 0.6 120 FTG ---- PE -0.4 122 23.5 8.0 9.0 24.0 0.001 TL 10.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE PIPE TAG END ELEV. NOZ. PT DISC. NODES (FT) (K) (PSI) (GPM) 122 123 123 124 Pipe: 13 23.5 23.2 Pipe: 14 23.2 21.9 Q(GPM) DIA(IN) LENGTH VEL(FPS) HW(C) (FT) FL/FT -16.6 2.203 PL 8.0 9.0 24.0 1.4 120 FTG 8.0 9.1 24.2 0.002 TL -40.7 2.203 PL 8.0 9.1 24.2 3.4 120 FTG 8.0 9.8 25.1 0.013 TL Pipe: 15 -65.8 2.203 PL 124 21.9 8.0 9.8 25.1 5.5 120 FTG 125 19.2 0.0 11.3 0.0 0.032 TL Pipe: 16 M 11.5 0.0 101 20.3 0.0 106 MM 32.7 2.203 PL 15.9 0.0 2.8 120 FTG 11.5 0.0 0.009 TL Pipe: 17 -44.0 2.203 PL 19.2 0.0 12.0 0.0 3.7 120 FTG 19.8 0.0 12.2 0.0 0.015 TL Pipe: 18 N 11.5 110 20.3 58.0 2.203 PL 0.0 15.8 0.0 4.9 120 FTG 8.0 10.5 25.9 0.025 TL Pipe: 19 -65.8 2.203 PL 115 19.2 0.0 11.4 0.0 5.5 120 FTG NN 19.8 0.0 12.2 0.0 0.032 TL Pipe: 20 O 11.5 120 20.3 125 00 57.9 2.203 PL 0.0 15.8 0.0 4.9 120 FTG 8.0 10.5 25.9 0.025 TL Pipe: 21 -65.8 2.203 PL 19.2 0.0 11.3 0.0 5.5 120 FTG 19.8 0.0 12.2 0.0 0.032 TL Pipe: 22 A 11.5 0.0 B 11.5 0.0 Pipe: 23 B 11.5 0.0 C 11.5 0.0 Pipe: 24 C 11.5 0.0 D 11.5 0.0 Pipe: 25 D 11.5 0.0 E 11.5 0.0 293.5 4.310 PL 17.7 0.0 6.5 120 FTG 17.5 0.0 0.019 TL 265.6 4.310 PL 17.5 0.0 5.8 120 FTG 17.3 0.0 0.016 TL 240.5 4.310 PL 17.3 0.0 5.3 120 FTG 17.1 0.0 0.013 TL 217.9 4.310 PL 17.1 0.0 4.8 120 FTG 17.0 0.0 0.011 TL 10.25 10.25 PRESS. SUM. (PSI) PF 0.0 PE 0.1 PV 10.50 PF 0.1 ---- PE 0.6 10.50 PV 10.83 PF 0.3 ---- PE 1.2 10.83 PV 26.00 PF 0.5 3ET PE -3.8 60.00 PV 7.00 PF 0.5 2T PE -0.3 34.20 PV 26.00 PF 1.5 3ET PE -3.8 60.00 PV 7.00 PF 1.1 2T PE -0.3 34.20 PV 26.00 PF 1.5 3ET PE -3.8 60.00 PV 7.00 PF 1.1 2T PE -0.3 34.20 PV 10.00 PF 0.2 ---- PE 0.0 10.00 PV 12.00 PF 0.2 ---- PE 0.0 12.00 PV 12.00 PF 0.2 ---- PE 0.0 12.00 PV 12.00 PF 0.1 ---- PE 0.0 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 26 197.1 4.310 PL 9.00 PF 0.1 E 11.5 0.0 17.0 0.0 4.3 120 FTG ---- PE 0.0 F 11.5 0.0 16.9 0.0 0.009 TL 9.00 PV Pipe: 27 177.1 4.310 PL 21.75 PF 0.4 F 11.5 0.0 16.9 0.0 3.9 120 FTG 2E PE 0.0 G 11.5 0.0 16.5 0.0 0.008 TL 49.55 PV Pipe: 28 164.6 4.310 PL 16.25 PF 0.3 G 11.5 0.0 16.5 0.0 3.6 120 FTG 2E PE 0.0 H 11.5 0.0 16.3 0.0 0.007 TL 44.05 PV Pipe: 29 163.0 4.310 PL 10.00 PF 0.1 H 11.5 0.0 16.3 0.0 3.6 120 FTG ---- PE 0.0 I 11.5 0.0 16.2 0.0 0.006 TL 10.00 PV Pipe: 30 160.0 4.310 PL 14.00 PF 0.1 I 11.5 0.0 16.2 0.0 3.5 120 FTG ---- PE 0.0 J 11.5 0.0 16.1 0.0 0.006 TL 14.00 PV Pipe: 31 157.9 4.310 PL 16.00 PF 0.1 J 11.5 0.0 16.1 0.0 3.5 120 FTG ---- PE 0.0 K 11.5 0.0 16.0 0.0 0.006 TL 16.00 PV Pipe: 32 160.2 4.310 PL 7.50 PF 0.0 K 11.5 0.0 16.0 0.0 3.5 120 FTG ---- PE 0.0 L 11.5 0.0 16.0 0.0 0.006 TL 7.50 PV Pipe: 33 156.6 4.310 PL 17.25 PF 0.1 L 11.5 0.0 16.0 0.0 3.4 120 FTG ---- PE 0.0 M 11.5 0.0 15.9 0.0 0.006 TL 17.25 PV Pipe: 34 123.7 4.310 PL 10.00 PF 0.0 M 11.5 0.0 15.9 0.0 2.7 120 FTG ---- PE 0.0 N 11.5 0.0 15.8 0.0 0.004 TL 10.00 PV Pipe: 35 63.7 4.310 PL 14.00 PF 0.0 N 11.5 0.0 15.8 0.0 1.4 120 FTG ---- PE 0.0 O 11.5 0.0 15.8 0.0 0.001 TL 14.00 PV Pipe: 36 4.3 4.310 PL 6.75 PF 0.0 O 11.5 0.0 15.8 0.0 0.1 120 FTG ---- PE 0.0 P 11.5 0.0 15.8 0.0 0.000 TL 6.75 PV Pipe: 37 2.9 4.310 PL 9.00 PF 0.0 P 11.5 0.0 15.8 0.0 0.1 120 FTG ---- PE 0.0 Q 11.5 0.0 15.8 0.0 0.000 TL 9.00 PV Pipe: 38 1.4 4.310 PL 6.25 PF 0.0 Q 11.5 0.0 15.8 0.0 0.0 120 FTG ---- PE 0.0 R 11.5 0.0 15.8 0.0 0.000 TL 6.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 39 30.8 4.310 PL 10.00 PF 0.0 AA 19.8 0.0 12.9 0.0 0.7 120 FTG ---- PE 0.0 BB 19.8 0.0 12.9 0.0 0.000 TL 10.00 PV Pipe: 40 58.7 4.310 PL 12.00 PF 0.0 BB 19.8 0.0 12.9 0.0 1.3 120 FTG ---- PE 0.0 CC 19.8 0.0 12.9 0.0 0.001 TL 12.00 PV Pipe: 41 83.7 4.310 PL 12.00 PF 0.0 CC 19.8 0.0 12.9 0.0 1.8 120 FTG ---- PE 0.0 DD 19.8 0.0 12.9 0.0 0.002 TL 12.00 PV Pipe: 42 106.4 4.310 PL 12.00 PF 0.0 DD 19.8 0.0 12.9 0.0 2.3 120 FTG ---- PE 0.0 EE 19.8 0.0 12.8 0.0 0.003 TL 12.00 PV Pipe: 43 127.1 4.310 PL 12.00 PF 0.0 EE 19.8 0.0 12.8 0.0 2.8 120 FTG ---- PE 0.0 FF 19.8 0.0 12.8 0.0 0.004 TL 12.00 PV Pipe: 44 147.2 4.310 PL 12.00 PF 0.1 FF 19.8 0.0 12.8 0.0 3.2 120 FTG ---- PE 0.0 GG 19.8 0.0 12.7 0.0 0.005 TL 12.00 PV Pipe: 45 159.7 4.310 PL 12.00 PF 0.1 GG 19.8 0.0 12.7 0.0 3.5 120 FTG ---- PE 0.0 HH 19.8 0.0 12.6 0.0 0.006 TL 12.00 PV Pipe: 46 161.3 4.310 PL 12.00 PF 0.1 HH 19.8 0.0 12.6 0.0 3.5 120 FTG ---- PE 0.0 II 19.8 0.0 12.6 0.0 0.006 TL 12.00 PV Pipe: 47 164.3 4.310 PL 12.00 PF 0.1 II 19.8 0.0 12.6 0.0 3.6 120 FTG ---- PE 0.0 JJ 19.8 0.0 12.5 0.0 0.007 TL 12.00 PV Pipe: 48 166.3 4.310 PL 12.00 PF 0.1 JJ 19.8 0.0 12.5 0.0 3.7 120 FTG ---- PE 0.0 KK 19.8 0.0 12.4 0.0 0.007 TL 12.00 PV Pipe: 49 164.0 4.310 PL 12.00 PF 0.1 KK 19.8 0.0 12.4 0.0 3.6 120 FTG ---- PE 0.0 LL 19.8 0.0 12.3 0.0 0.007 TL 12.00 PV Pipe: 50 167.6 4.310 PL 12.00 PF 0.1 LL 19.8 0.0 12.3 0.0 3.7 120 FTG ---- PE 0.0 MM 19.8 0.0 12.2 0.0 0.007 TL 12.00 PV Pipe: 51 123.8 4.310 PL 12.00 PF 0.0 MM 19.8 0.0 12.2 0.0 2.7 120 FTG ---- PE 0.0 NN 19.8 0.0 12.2 0.0 0.004 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 52 60.0 4.310 PL 12.00 PF 0.0 NN 19.8 0.0 12.2 0.0 1.3 120 FTG ---- PE 0.0 00 19.8 0.0 12.2 0.0 0.001 TL 12.00 PV Pipe: 53 -4.3 4.310 PL 9.00 PF 0.0 00 19.8 0.0 12.2 0.0 0.1 120 FTG ---- PE 0.0 PP 19.8 0.0 12.2 0.0 0.000 TL 9.00 PV Pipe: 54 -2.9 4.310 PL 5.00 PF 0.0 PP 19.8 0.0 12.2 0.0 0.1 120 FTG ---- PE 0.0 QQ 19.8 0.0 12.2 0.0 0.000 TL 5.00 PV Pipe: 55 -1.4 4.310 PL 10.00 PF 0.0 QQ 19.8 0.0 12.2 0.0 0.0 120 FTG ---- PE 0.0 RR 19.8 0.0 12.2 0.0 0.000 TL 10.00 PV Pipe: 56 30.8 2.203 PL 89.00 PF 1.2 A 11.5 0.0 17.7 0.0 2.6 120 FTG 3E3T PE -3.6 AA 19.8 0.0 12.9 0.0 0.008 TL 150.20 PV Pipe: 57 27.9 2.203 PL 89.00 PF 1.0 B 11.5 0.0 17.5 0.0 2.4 120 FTG 3E3T PE -3.6 BB 19.8 0.0 12.9 0.0 0.007 TL 150.20 PV Pipe: 58 25.0 2.203 PL 89.00 PF 0.8 C 11.5 0.0 17.3 0.0 2.1 120 FTG 3E3T PE -3.6 CC 19.8 0.0 12.9 0.0 0.005 TL 150.20 PV Pipe: 59 22.6 2.203 PL 89.00 PF 0.7 D 11.5 0.0 17.1 0.0 1.9 120 FTG 3E3T PE -3.6 DD 19.8 0.0 12.9 0.0 0.004 TL 150.20 PV Pipe: 60 20.7 2.203 PL 89.00 PF 0.6 E 11.5 0.0 17.0 0.0 1.7 120 FTG 3E3T PE -3.6 EE 19.8 0.0 12.8 0.0 0.004 TL 150.20 PV Pipe: 61 20.1 2.203 PL 89.00 PF 0.5 F 11.5 0.0 16.9 0.0 1.7 120 FTG 3E3T PE -3.6 FF 19.8 0.0 12.8 0.0 0.004 TL 150.20 PV Pipe: 62 12.5 2.203 PL 89.00 PF 0.2 G 11.5 0.0 16.5 0.0 1.1 120 FTG 3E3T PE -3.6 GG 19.8 0.0 12.7 0.0 0.001 TL 150.20 PV Pipe: 63 1.6 2.203 PL 89.00 PF 0.0 H 11.5 0.0 16.3 0.0 0.1 120 FTG 3E3T PE -3.6 HH 19.8 0.0 12.6 0.0 0.000 TL 150.20 PV Pipe: 64 3.0 2.203 PL 89.00 PF 0.0 I 11.5 0.0 16.2 0.0 0.3 120 FTG 3E3T PE -3.6 II 19.8 0.0 12.6 0.0 0.000 TL 150.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 65 2.0 2.203 PL 89.00 PF 0.0 J 11.5 0.0 16.1 0.0 0.2 120 FTG 3E3T PE -3.6 JJ 19.8 0.0 12.5 0.0 0.000 TL 150.20 PV Pipe: 66 -2.3 2.203 PL 89.00 PF 0.0 K 11.5 0.0 16.0 0.0 0.2 120 FTG 3E3T PE -3.6 KK 19.8 0.0 12.4 0.0 0.000 TL 150.20 PV Pipe: 67 3.6 2.203 PL 89.00 PF 0.0 L 11.5 0.0 16.0 0.0 0.3 120 FTG 3E3T PE -3.6 LL 19.8 0.0 12.3 0.0 0.000 TL 150.20 PV Pipe: 68 0.2 2.203 PL 89.00 PF 0.0 M 11.5 0.0 15.9 0.0 0.0 120 FTG 3E3T PE -3.6 MM 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 69 2.1 2.203 PL 89.00 PF 0.0 N 11.5 0.0 15.8 0.0 0.2 120 FTG 3E3T PE -3.6 NN 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 70 1.5 2.203 PL 89.00 PF 0.0 O 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 00 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 71 1.4 2.203 PL 89.00 PF 0.0 P 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 PP 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 72 1.4 2.203 PL 89.00 PF 0.0 Q 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 QQ 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 73 1.4 2.203 PL 89.00 PF 0.0 R 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 RR 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 74 -324.3 4.260 PL 160.00 PF 5.8 A 11.5 0.0 17.7 0.0 7.3 120 FTG 4ET PE -0.2 TOR 12.0 0.0 23.3 0.0 0.024 TL 239.10 PV Pipe: 75 -324.3 4.260 PL 10.00 PF 1.3 TOR 12.0 0.0 23.3 0.0 7.3 120 FTG TB PE 4.3 BOR 2.0 0.0 28.9 0.0 0.024 TL 52.10 PV Pipe: 76 -324.3 8.249 PL 5.00 PF 0.0 BOR 2.0 0.0 28.9 0.0 1.9 120 FTG T PE 0.6 UG1 0.5 0.0 29.6 0.0 0.001 TL 43.90 PV Pipe: 77 -324.3 8.390 PL 160.00 PF 0.2 UG1 0.5 0.0 29.6 0.0 1.9 140 FTG 2EG PE 1.5 CK2 -3.0 0.0 31.3 0.0 0.001 TL 229.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 78 FIXED PRESSURE LOSS DEVICE CK1 -3.0 0.0 39.3 0.0 8.0 psi, 324.3 gpm CK2 -3.0 0.0 31.3 0.0 Pipe: 79 -324.3 8.390 PL 30.00 PF 0.1 CK1 -3.0 0.0 39.3 0.0 1.9 140 FTG TG PE 0.0 SRC -3.0 SRCE 39.3 (N/A) 0.001 TL 97.00 PV NOTES: (1) Calculations were performed by the HASS 7.7 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 0.002 gpm and a maximum imbalance at any node of 0.147 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.3 ft/sec at pipe 75. (4) PIPE FITTINGS TABLE Pipe Table Name: FSW-STD.PIP PAGE: B MATERIAL: SCH10 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 4.260 13.20 26.30 7.90 29.00 15.80 2.60 26.30 13.20 8.249 20.00 38.90 14.50 50.00 13.30 4.40 38.90 30.00 PAGE: D MATERIAL: DI.52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkV1v BfyVly GatV1v 8.390 31.00 60.00 22.00 78.00 21.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE PAGE: G Diameter (in) 2.203 4.310 MATERIAL: SUPFLO HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVly AlmV1v DryVly 6.80 13.60 4.10 15.00 8.20 1.40 13.60 13.60 13.90 27.90 8.40 30.70 16.70 2.80 27.90 13.90 DATE: 8/9/2005 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 C:\HASS FILES\9132 MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE E 04 O O O O .A sz O W Ga W a m 040 0 0 M N 4) 04 •r•I M O H 0 U) . za Ln �C U ro WATER SUPPLY Available g %/ O 0 B. System O O O O O 0 _0 (V) 0 Z CO a N 0 w O 0 N 0 — O co N N 0 0 0 0 0 0 V ti 0 0 0 0 0 O I Ln C f7 N ,-1 C7 < C7 43 CL tL 41 U) to CY. W " Cl. N •.-1 -- FIRE SYSTEMS WEST 219 FRONTAGE ROAD NORTH, SUITE B PACIFIC, WA 98047 (253) 833-1248 HYDRAULIC CALCULATIONS FOR CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 FILE NUMBER: 9132 MAINT DATE: AUG 9, 2005 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY, GROUP II DENSITY: 0.20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 120 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 324.3 gpm TOTAL WATER REQUIRED (including hose): 574.3 gpm FLOW AND PRESSURE (@ BOR): 324.3 GPM @ 28.9 PSI SPRINKLER ORIFICE SIZE: 3/4 inch NAME OF CONTRACTOR: FIRE SYSTEMS WEST, INC. DESIGN/LAYOUT BY: JIM STEWART AUTHORITY HAVING JURISDICTION: TUKWILA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: FIRE SWI 140B1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 0 I5825A ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 55.0 30.0 4000.0 54.3 574.3 39.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 574.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 324.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 20.3 11.5 102 22.5 - - - - 10.5 - - - 103 23.5 K= 8.00 9.9 25.2 104 23.2 K= 8.00 10.1 25.4 105 21.9 K= 8.00 10.7 26.1 106 19.2 - - - - 12.0 110 20.3 K= 8.00 10.5 25.9 111 22.5 K= 8.00 9.5 24.6 112 23.5 K= 8.00 9.0 24.0 113 23.2 K= 8.00 9.1 24.2 114 21.9 K= 8.00 9.9 25.1 115 19.2 - - - - 11.4 120 20.3 K= 8.00 10.5 25.9 121 22.5 K= 8.00 9.4 24.6 122 23.5 K= 8.00 9.0 24.0 123 23.2 K= 8.00 9.1 24.2 124 21.9 K= 8.00 9.8 25.1 125 19.2 11.3 - - -. A 11.5 17.7 B 11.5 17.5 C 11.5 - - 17.3 D 11.5 17.1 E 11.5 17.0 F 11.5 16.9 G 11.5 16.5 H 11.5 16.3 I 11.5 16.2 J 11.5 16.1 K 11.5 16.0 L 11.5 16.0 M 11.5 15.9 N 11.5 15.8 O 11.5 15.8 P 11.5 15.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/9/2005 C:\HASS FILES\9132,MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE NODE ANALYSIS DATA NODE. TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Q 11.5 15.8 R 11.5 15.8 AA 19.8 12.9 BB 19.8 12.9 CC 19.8 12.9 DD 19.8 12.9 EE 19.8 - 12.8 FF 19.8 12.8 GG 19.8 12.7 HH 19.8 12.6 II 19.8 12.6 JJ 19.8 12.5 KK 19.8 12.4 LL 19.8 12.3 MM 19.8 12.2 NN 19.8 12.2 00 19.8 12.2 PP 19.8 12.2 QQ 19.8 12.2 RR 19.8 12.2 TOR 12.0 23.3 BOR 2.0 28.9 UG1 0.5 29.6 CK1 -3.0 39.3 CK2 -3.0 31.3 SRC -3.0 SOURCE 39.3 324.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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 32.7 2.203 PL 10.50 PF 0.1 101 20.3 0.0 11.5 0.0 2.8 120 FTG ---- PE -0.9 102 22.5 0.0 10.5 0.0 0.009 TL 10.50 PV Pipe: 2 32.7 2.203 PL 10.25 PF 0.1 102 22.5 0.0 10.5 0.0 2.8 120 FTG ---- PE -0.4 103 23.5 8.0 9.9 25.2 0.009 TL 10.25 PV Pipe: 3 7.5 2.203 PL 10.25 PF 0.0 103 23.5 8.0 9.9 25.2 0.6 120 FTG ---- PE 0.1 104 23.2 8.0 10.1 25.4 0.001 TL 10.25 PV Pipe: 4 -17.9 2.203 PL 10.50 PF 0.0 104 23.2 8.0 10.1 25.4 1.5 120 FTG ---- PE 0.6 105 21.9 8.0 10.7 26.1 0.003 TL 10.50 PV Pipe: 5 -44.0 2.203 PL 10.83 PF 0.2 105 21.9 8.0 10.7 26.1 3.7 120 FTG ---- PE 1.2 106 19.2 0.0 12.0 0.0 0.015 TL 10.83 PV Pipe: 6 32.1 2.203 PL 10.50 PF 0.1 110 20.3 8.0 10.5 25.9 2.7 120 FTG ---- PE -0.9 111 22.5 8.0 9.5 24.6 0.008 TL 10.50 PV Pipe: 7 7.5 2.203 PL 10.25 PF 0.0 111 22.5 8.0 9.5 24.6 0.6 120 FTG ---- PE -0.4 112 23.5 8.0 9.0 24.0 0.001 TL 10.25 PV Pipe: 8 -16.5 2.203 PL 10.25 PF 0.0 112 23.5 8.0 9.0 24.0 1.4 120 FTG ---- PE 0.1 113 23.2 8.0 9.1 24.2 0.002 TL 10.25 PV Pipe: 9 -40.7 2.203 PL 10.50 PF 0.1 113 23.2 8.0 9.1 24.2 3.4 120 FTG ---- PE 0.6 114 21.9 8.0 9.9 25.1 0.013 TL 10.50 PV Pipe: 10 -65.8 2.203 PL 10.83 PF 0.3 114 21.9 8.0 9.9 25.1 5.5 120 FTG ---- PE 1.2 115 19.2 0.0 11.4 0.0 0.032 TL 10.83 PV Pipe: 11 32.0 2.203 PL 10.50 PF 0.1 120 20.3 8.0 10.5 25.9 2.7 120 FTG ---- PE -0.9 121 22.5 8.0 9.4 24.6 0.008 TL 10.50 PV Pipe: 12 7.4 2.203 PL 10.25 PF 0.0 121 22.5 8.0 9.4 24.6 0.6 120 FTG ---- PE -0.4 122 23.5 8.0 9.0 24.0 0.001 TL 10.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 13 -16.6 2.203 PL 10.25 PF 0.0 122 23.5 8.0 9.0 24.0 1.4 120 FTG ---- PE 0.1 123 23.2 8.0 9.1 24.2 0.002 TL 10.25 PV Pipe: 14 -40.7 2.203 PL 10.50 PF 0.1 123 23.2 8.0 9.1 24.2 3.4 120 FTG ---- PE 0.6 124 21.9 8.0 9.8 25.1 0.013 TL 10.50 PV Pipe: 15 -65.8 2.203 PL 10.83 PF 0.3 124 21.9 8.0 9.8 25.1 5.5 120 FTG ---- PE' 1.2 125 19.2 0.0 11.3 0.0 0.032 TL 10.83 PV Pipe: 16 32.7 2.203 PL 26.00 PF 0.5 M 11.5 0.0 15.9 0.0 2.8 120 FTG 3ET PE -3.8 101 20.3 0.0 11.5 0.0 0.009 TL 60.00 PV Pipe: 17 -44.0 2.203 PL 7.00 PF 0.5 106 19.2 0.0 12.0 0.0 3.7 120 FTG 2T PE -0.3 MM 19.8 0.0 12.2 0.0 0.015 TL 34.20 PV Pipe: 18 58.0 2.203 PL 26.00 PF 1.5 N 11.5 0.0 15.8 0.0 4.9 120 FTG 3ET PE -3.8 110 20.3 8.0 10.5 25.9 0.025 TL 60.00 PV Pipe: 19 -65.8 2.203 PL 7.00 PF 1.1 115 19.2 0.0 11.4 0.0 5.5 120 FTG 2T PE -0.3 NN 19.8 0.0 12.2 0.0 0.032 TL 34.20 PV Pipe: 20 57.9 2.203 PL 26.00 PF 1.5 O 11.5 0.0 15.8 0.0 4.9 120 FTG 3ET PE -3.8 120 20.3 8.0 10.5 25.9 0.025 TL 60.00 PV Pipe: 21 -65.8 2.203 PL 7.00 PF 1.1 125 19.2 0.0 11.3 0.0 5.5 120 FTG 2T PE -0.3 00 19.8 0.0 12.2 0.0 0.032 TL 34.20 PV Pipe: 22 293.5 4.310 PL 10.00 PF 0.2 A 11.5 0.0 17.7 0.0 6.5 120 FTG ---- PE 0.0 B 11.5 0.0 17.5 0.0 0.019 TL 10.00 PV Pipe: 23 265.6 4.310 PL 12.00 PF 0.2 B 11.5 0.0 17.5 0.0 5.8 120 FTG ---- PE 0.0 C 11.5 0.0 17.3 0.0 0.016 TL 12.00 PV Pipe: 24 240.5 4.310 PL 12.00 PF 0.2 C 11.5 0.0 17.3 0.0 5.3 120 FTG ---- PE 0.0 D 11.5 0.0 17.1 0.0 0.013 TL 12.00 PV Pipe: 25 217.9 4.310 PL 12.00 PF 0.1 D 11.5 0.0 17.1 0.0 4.8 120 FTG ---- PE 0.0 E 11.5 0.0 17.0 0.0 0.011 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 26 197.1 4.310 PL 9.00 PF 0.1 E 11.5 0.0 17.0 0.0 4.3 120 FTG ---- PE 0.0 F 11.5 0.0 16.9 0.0 0.009 TL 9.00 PV Pipe: 27 177.1 4.310 PL 21.75 PF 0.4 F 11.5 0.0 16.9 0.0 3.9 120 FTG 2E PE 0.0 G 11.5 0.0 16.5 0.0 0.008 TL 49.55 PV Pipe: 28 164.6 4.310 PL 16.25 PF 0.3 G 11.5 0.0 16.5 0.0 3.6 120 FTG 2E PE 0.0 H 11.5 0.0 16.3 0.0 0.007 TL 44.05 PV Pipe: 29 163.0 4.310 PL 10.00 PF 0.1 H 11.5 0.0 16.3 0.0 3.6 120 FTG ---- PE 0.0 I 11.5 0.0 16.2 0.0 0.006 TL 10.00 PV Pipe: 30 160.0 4.310 PL 14.00 PF 0.1 I 11.5 0.0 16.2 0.0 3.5 120 FTG ---- PE 0.0 J 11.5 0.0 16.1 0.0 0.006 TL 14.00 PV Pipe: 31 157.9 4.310 PL 16.00 PF 0.1 J 11.5 0.0 16.1 0.0 3.5 120 FTG ---- PE 0.0 K 11.5 0.0 16.0 0.0 0.006 TL 16.00 PV Pipe: 32 160.2 4.310 PL 7.50 PF 0.0 K 11.5 0.0 16.0 0.0 3.5 120 FTG ---- PE 0.0 L 11.5 0.0 16.0 0.0 0:006 TL 7.50 PV Pipe: 33 156.6 4.310 PL 17.25 PF 0.1 L 11.5 0.0 16.0 0.0 3.4 120 FTG ---- PE 0.0 M 11.5 0.0 15.9 0.0 0.006 TL 17.25 PV Pipe: 34 123.7 4.310 PL 10.00 PF 0.0 M 11.5 0.0 15.9 0.0 2.7 120 FTG ---- PE 0.0 N 11.5 0.0 15.8 0.0 0.004 TL 10.00 PV Pipe: 35 63.7 4.310 PL 14.00 PF 0.0 N 11.5 0.0 15.8 0.0 1.4 120 FTG ---- PE 0.0 O 11.5 0.0 15.8 0.0 0.001 TL 14.00 PV Pipe: 36 4.3 4.310 PL 6.75 PF 0.0 O 11.5 0.0 15.8 0.0 0.1 120 FTG ---- PE 0.0 P 11.5 0.0 15.8 0.0 0.000 TL 6.75 PV Pipe: 37 2.9 4.310 PL 9.00 PF 0.0 P 11.5 0.0 15.8 0.0 0.1 120 FTG ---- PE 0.0 Q 11.5 0.0 15.8 0.0 0.000 TL 9.00 PV Pipe: 38 1.4 4.310 PL 6.25 PF 0.0 Q 11.5 0.0 15.8 0.0 0.0 120 FTG ---- PE 0.0 R 11.5 0.0 15.8 0.0 0.000 TL 6.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 39 30.8 4.310 PL 10.00 PF 0.0 AA 19.8 0.0 12.9 0.0 0.7 120 FTG ---- PE 0.0 BB 19.8 0.0 12.9 0.0 0.000 TL 10.00 PV Pipe: 40 58.7 4.310 PL 12.00 PF 0.0 BB 19.8 0.0 12.9 0.0 1.3 120 FTG ---- PE 0.0 CC 19.8 0.0 12.9 0.0 0.001 TL 12.00 PV Pipe: 41 83.7 4.310 PL 12.00 PF 0.0 CC 19.8 0.0 12.9 0.0 1.8 120 FTG ---- PE 0.0 DD 19.8 0.0 12.9 0.0 0.002 TL 12.00 PV Pipe: 42 106.4 4.310 PL 12.00 PF 0.0 DD 19.8 0.0 12.9 0.0 2.3 120 FTG ---- PE 0.0 EE 19.8 0.0 12.8 0.0 0.003 TL 12.00 PV Pipe: 43 127.1 4.310 PL 12.00 PF 0.0 EE 19.8 0.0 12.8 0.0 2.8 120 FTG ---- PE 0.0 FF 19.8 0.0 12.8 0.0 0.004 TL 12.00 PV Pipe: 44 147.2 4.310 PL 12.00 PF 0.1 FF 19.8 0.0 12.8 0.0 3.2 120 FTG ---- PE 0.0 GG 19.8 0.0 12.7 0.0 0.005 TL 12.00 PV Pipe: 45 159.7 4.310 PL 12.00 PF 0.1 GG 19.8 0.0 12.7 0.0 3.5 120 FTG ---- PE 0.0 HH 19.8 0.0 12.6 0.0 0.006 TL 12.00 PV Pipe: 46 161.3 4.310 PL 12.00 PF 0.1 HH 19.8 0.0 12.6 0.0 3.5 120 FTG ---- PE 0.0 II 19.8 0.0 12.6 0.0 0.006 TL 12.00 PV Pipe: 47 164.3 4.310 PL 12.00 PF 0.1 II 19.8 0.0 12.6 0.0 3.6 120 FTG ---- PE 0.0 JJ 19.8 0.0 12.5 0.0 0.007 TL 12.00 PV Pipe: 48 166.3 4.310 PL 12.00 PF 0.1 JJ 19.8 0.0 12.5 0.0 3.7 120 FTG ---- PE 0.0 KK 19.8 0.0 12.4 0.0 0.007 TL 12.00 PV Pipe: 49 164.0 4.310 PL 12.00 PF 0.1 KK 19.8 0.0 12.4 0.0 3.6 120 FTG ---- PE 0.0 LL 19.8 0.0 12.3 0.0 0.007 TL 12.00 PV Pipe: 50 167.6 4.310 PL 12.00 PF 0.1 LL 19.8 0.0 12.3 0.0 3.7 120 FTG ---- PE 0.0 MM 19.8 0.0 12.2 0.0 0.007 TL 12.00 PV Pipe: 51 123.8 4.310 PL 12.00 PF 0.0 MM 19.8 0.0 12.2 0.0 2.7 120 FTG ---- PE 0.0 NN 19.8 0.0 12.2 0.0 0.004 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 52 60.0 4.310 PL 12.00 PF 0.0 NN 19.8 0.0 12.2 0.0 1.3 120 FTG ---- PE 0.0 00 19.8 0.0 12.2 0.0 0.001 TL 12.00 PV Pipe: 53 -4.3 4.310 PL 9.00 PF 0.0 00 19.8 0.0 12.2 0.0 0.1 120 FTG ---- PE 0.0 PP 19.8 0.0 12.2 0.0 0.000 TL 9.00 PV Pipe: 54 -2.9 4.310 PL 5.00 PF 0.0 PP 19.8 0.0 12.2 0.0 0.1 120 FTG ---- PE 0.0 QQ 19.8 0.0 12.2 0.0 0.000 TL 5.00 PV Pipe: 55 -1.4 4.310 PL 10.00 PF 0.0 QQ 19.8 0.0 12.2 0.0 0.0 120 FTG ---- PE 0.0 RR 19.8 0.0 12.2 0.0 0.000 TL 10.00 PV Pipe: 56 30.8 2.203 PL 89.00 PF 1.2 A 11.5 0.0 17.7 0.0 2.6 120 FTG 3E3T PE -3.6 AA 19.8 0.0 12.9 0.0 0.008 TL 150.20 PV Pipe: 57 27.9 2.203 PL 89.00 PF 1.0 B 11,5 0.0 17.5 0.0 2.4 120 FTG 3E3T PE -3.6 BB 19.8 0.0 12.9 0.0 0.007 TL 150.20 PV Pipe: 58 25.0 2.203 PL 89.00 PF 0.8 C 11.5 0.0 17.3 0.0 2.1 120 FTG 3E3T PE -3.6 CC 19.8 0.0 12.9 0.0 0.005 TL 150.20 PV Pipe: 59 22.6 2.203 PL 89.00 PP 0.7 D 11.5 0.0 17.1 0.0 1.9 120 FTG 3E3T PE -3.6 DD 19.8 0.0 12.9 0.0 0.004 TL 150.20 PV Pipe: 60 20.7 2.203 PL 89.00 PF 0.6 E 11.5 0.0 17.0 0.0 1.7 120 FTG 3E3T PE -3.6 EE 19.8 0.0 12.8 0.0 0.004 TL 150.20 PV Pipe: 61 20.1 2.203 PL 89.00 PF 0.5 F 11.5 0.0 16.9 0.0 1.7 120 FTG 3E3T PE -3.6 FF 19.8 0.0 12.8 0.0 0.004 TL 150.20 PV Pipe: 62 12.5 2.203 PL 89.00 PF 0.2 G 11.5 0.0 16.5 0.0 1.1 120 FTG 3E3T PE -3.6 GG 19.8 0.0 12.7 0.0 0.001 TL 150.20 PV Pipe: 63 1.6 2.203 PL 89.00 PF 0.0 H 11.5 0.0 16.3 0.0 0.1 120 FTG 3E3T PE -3.6 HH 19.8 0.0 12.6 0.0 0.000 TL 150.20 PV Pipe: 64 3.0 2.203 PL 89.00 PF 0.0 I 11.5 0.0 16.2 0.0 0.3 120 FTG 3E3T PE -3.6 II 19.8 0.0 12.6 0.0 0.000 TL 150.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 65 2.0 2.203 PL 89.00 PF 0.0 J 11.5 0.0 16.1 0.0 0.2 120 FTG 3E3T PE -3.6 JJ 19.8 0.0 12.5 0.0 0.000 TL 150.20 PV Pipe: 66 -2.3 2.203 PL 89.00 PF 0.0 K 11.5 0.0 16.0 0.0 0.2 120 FTG 3E3T PE -3.6 KK 19.8 0.0 12.4 0.0 0.000 TL 150.20 PV Pipe: 67 3.6 2.203 PL 89.00 PF 0.0 L 11.5 0.0 16.0 0.0 0.3 120 FTG 3E3T PE -3.6 LL 19.8 0.0 12.3 0.0 0.000 TL 150.20 PV Pipe: 68 0.2 2.203 PL 89.00 PF 0.0 M 11.5 0.0 15.9 0.0 0.0 120 FTG 3E3T PE -3.6 MM 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 69 2.1 2.203 PL 89.00 PF 0.0 N 11.5 0.0 15.8 0.0 0.2 120 FTG 3E3T PE -3.6 NN 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 70 1.5 2.203 PL 89.00 PF 0.0 O 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 00 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 71 1.4 2.203 PL 89.00 PF 0.0 P 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 PP 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 72 1.4 2.203 PL 89.00 PF 0.0 Q 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 QQ 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 73 1.4 2.203 PL 89.00 PF 0.0 R 11.5 0.0 15.8 0.0 0.1 120 FTG 3E3T PE -3.6 RR 19.8 0.0 12.2 0.0 0.000 TL 150.20 PV Pipe: 74 -324.3 4.260 PL 160.00 PF 5.8 A 11.5 0.0 17.7 0.0 7.3 120 FTG 4ET PE -0.2 TOR 12.0 0.0 23.3 0.0 0.024 TL 239.10 PV Pipe: 75 -324.3 4.260 PL 10.00 PF 1.3 TOR 12„0 0.0 23.3 0.0 7.3 120 FTG TB PE 4.3 BOR 2.0 0.0 28.9 0.0 0.024 TL 52.10 PV Pipe: 76 -324.3 8.249 PL 5.00 PF 0.0 BOR 2.0 0.0 28.9 0.0 1.9 120 FTG T PE 0.6 UG1 0.5 0.0 29.6 0.0 0.001 TL 43.90 PV Pipe: 77 -324.3 8.390 PL 160.00 PF 0.2 UG1 0.5 0.0 29.6 0.0 1.9 140 FTG 2EG PE 1.5 CK2 -3.0 0.0 31.3 0.0 0.001 TL 229.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 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: 78 FIXED PRESSURE LOSS DEVICE CK1 -3.0 0.0 39.3 0.0 8.0 psi, 324.3 gpm CK2 -3.0 0.0 31.3 0.0 Pipe: 79 -324.3 8.390 PL 30.00 PF 0.1 CK1 -3.0 0.0 39.3 0.0 1.9 140 FTG TG PE 0.0 SRC -3.0 SRCE 39.3 (N/A) 0.001 TL 97.00 PV NOTES: (1) Calculations were performed by the HASS 7.7 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 0.002 gpm and a maximum imbalance at any node of 0.147 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.3 ft/sec at pipe 75. (4) PIPE FITTINGS TABLE Pipe Table Name: FSW-STD.PIP PAGE: B MATERIAL: SCH10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v 4.260 13.20 26.30 7.90 29.00 15.80 2.60 26.30 13.20 8.249 20.00 38.90 14.50 50.00 13.30 4.40 38.90 30.00 PAGE: D MATERIAL: DI.52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 8.390 31.00 60.00 22.00 78.00 21.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/9/2005 C:\HASS FILES\9132_MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE PAGE: G Diameter (in) 2.203 4.310 MATERIAL: SUPFLO HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmVly DryVly 6.80 13.60 4.10 15.00 8.20 1.40 13.60 13.60 13.90 27.90 8.40 30.70 16.70 2.80 27.90 13.90 DATE: 8/9/2005 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 C:\HASS FILES\9132 MAINT.SDF JOB TITLE: CENDANT CAR RENTAL - MAINTENANCE 4000.0 gpm 3 0 H Cu 0 O 0 M V] a) -�a M O H 0 U) >a Ln Lo z .. u • 4J a m a 4_) a F g N O 0 O 0 O M 0 _ O N M 0 0 Z OD c14N 0 O N 0 O 0 N O O r -I O _ O N e-1 N O O O O O O O O O O O O 0 0 lD Ln v. C'7 N )--1 (.7 4 0 (7 w w (z W v) u) 0 C4 W — sI u) -d -- Fire Systems West, Inc. 219 Frontage Road, North, Suite B • Pacific, Washington 98047 • (253) 833-1248 Letter of Transmittal To: TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WA 98188 Attn: FIRE SPRINKLER PLAN REVIEW WE ARE SENDING YOU: Shop Drawings 0 Plans O Copy of Letter 0 Specifications Date: August 9, 2005 FSW #: 1-02-11-9132 Project: CENDANT CAR COMPANY Location: TUKWILA, WA ❑ Attached ❑ Delivered by hand ❑ Equipment Data ❑ Change Order Re: FIRE SPRINKLER REVIEW ❑ Via: 0 Facsimile (Total Pages ) 0 US Mail Ovemight Delivery Copies Number Date Description 1 1 08/09/05 FIRE FLOW LETTER 4 3 VARIES HYDRAUUC CALCULATIONS THESE ARE TRANSMITTED AS INDICATED BELOW: O For Your Use Q For Approval ❑ As Requested Remarks: ❑ Approved as Noted ❑ Approved as Submitted ❑ Returned for Corrections ❑ Retum ❑ Submit ❑ Resubmit ❑ Corrected Prints ❑ Copies for ❑ Review & Comment WA CL# FIRSWI 140B1 Trans#05-TFD Fire Systems West, Inc. 219 Frontage Road North, Suite B • Pacific, Washington 98047-1023 • Phone (253)833-1248 • Fax (253)735-0113 August 9, 2005 Tukwila Fire Department 444 Andover Park East Tukwila, WA 98188 Phone: (206) 575-4404 Fax: (206) 575-4439 Attention: Lt. Steve Kohler Reference: Cendant Car Rental (formerly Lewis and Clark Theater) Dear Lt. Kohler, I am writing to you about the fire flow data at this project site. In April 2005, I spoke with Russ of King County Water District #125. I asked for the fire flow at the project site and he gave me the following information based on their hydraulic computer model: 45 psi static, 30 psi residual flowing 4000 gpm. I submitted hydraulic calculations to you based on this information. On August 9, 2005, at 12:15pm, Fire Systems West took a static pressure reading of 55 psi from the fire hydrant closest to the fire sprinkler main supply to the facility. FSW is re -submitting the attached hydraulic calculations based on a static pressure of 55 psi. Please feel free to call me with any questions. Sincerely, Jim Stewart fire Systems West, Inc. 219 Frontage Road North, Suite B • Pacific, Washington 98047 • Phone (253) 833-1248 • Fax (253) 735-0113 KC WATERFLOW INFORMATION SHEET 1. JOB NAME/NUMBER: CEO D AOT 2. 1 t- 9132.. 2. PHONE NUMBER CALLED: C ZQ 2.4 2- 9 5 4 07 3. PERSON SPOKEN TO: V 55 4. TIME AND DATE OF REQUEST: 9 50/41-1 4/12 /05 5. SITE ADDRESS: 1520 t14TfJPt` taLIAL 'C3 LV D 6. INTERSECTING STREET: \ GOT 14 7. ELEVATION: 53G.% �± 8. MAIN SIZE/LOCATION: 1 Q\ 9. STATIC PRESSURE: 4 S PSI F LOW 1 t. 3 F P3 10. RESIDUAL PRESSURE: 30 PSI 11. FLOW: A000 GPM 12. FLOW @ 20PSI: GPM 13. NUMBER OF HYDRANTS @ 20PSI: HYDRANTS 14. MISCELLANEOUS: i 1-3C0 BASED 04 -3 A \ `l ORAL) L t Q MoO E WATE-1Z 1?t5 , RtGT 4 12.5 —Ail by WASHINGTON SURVEYING & RATING BUREAU 200 1st Avenue West tel 206.217.WSRB Suite 500 Seattle, WA 98119 fax 206.217.WFAX web www.wsrb.com Underwriting Information, Filings, & Property Lose Costs 1 July 7, 2005 PLAN SHEETS 1-5 of 5 SUBJECT Cendant Car Rental 15820 — International Blvd. Tukwila, Washington Jose A. Buitrago Senior Field Representative/Plan Review j ose.buitrago@wsrb.com (206)-273-7157 The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Flow tests generated by computer model are not acceptable for fire insurance rating purposes. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures. whether or not stream straighteners were used. Flow test has to be conducted within the last 5 years. 2. A density of .20/1,500 is acceptable for Group II occupancy (service area). A density of .15/1,500 is acceptable for Group I occupancy. Area reduction applies where Quick Response sprinklers are used as per NFPA 13 3. Hydraulic Calculations should include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB plus the 250 gpm reserved for outside hose allowance for ordinary hazard occupancies. 4. The system should be designed to provide combined sprinkler/hose residual flow after adjusting the flow test for a cushion of 10% below the static pressure (minimum of 5 psi and maximum of 10 psi cushion). Presently the combined sprinkler/hose residual flow is above the adjusted flow test curve. 5. Provide a variable pressure alarm valve for wet systems and outside water motor alarm gong. 6. Provide an outside post indicating control valve (PIV). 7. Operation of dry pipe system to be in accordance of NFPA 13, such that water reaches the inspector's test within 60 seconds after it is opened. 8. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 9. Hangers should be installed according to UL listing and as specified by NFPA 13. 10. Provide complete calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in NFPA 13. 11. Extend sprinlder protection to all areas including exterior eaves, soffits, canopies, combustible blind and roof spaces, and to roof skylights. Serving the Property and Casualty InsurancRt WASHINGTON SURVEYING & RATING BUREAU 200 1st Avenue West tel 206.217.WSRB Suite 500 fax 206.217.WFAX Seattle, WA 98119 web www.wsrb.com Underwriting Information, Filings, & Property Loss Costs October 25, 2005 PLAN SHEETS 1-5 + 1 of 5 + 1 SUBJECT Cendant Car Rental — Administration Building 15820 — International Blvd. Tukwila, Washington Jose A. Buitrago Senior Field Representative/Plan Review jose.buitrago@wsrb.com (206)-273-7157 The attached plans have been reviewed as follows: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinlder equipment. 1. Flow tests generated by computer model are not acceptable for fire insurance rating purposes. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. Flow test has to be conducted within the last 5 years. 2. A density of .20/1,500 is acceptable for Group II occupancy (storage area). A density of .15/1,950 is acceptable for Group I occupancy (breezeway). Area reduction applies where Quick Response sprinklers are used as per NFPA 13. 3. Hydraulic Calculations should include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB plus the 250 gpm reserved for outside hose allowance for ordinary hazard occupancies. 4. The system should be designed to provide combined sprinlder/hose residual flow after adjusting the flow test for a cushion of 10% below the static pressure (minimum of 5 psi and maximum of 10 psi cushion). Presently the combined sprinkler/hose residual flow is above the adjusted flow test curve. 5. Provide a variable pressure alarm valve for wet systems and outside water motor alarm gong. 6. Provide an outside post indicating control valve (PIV). 7. Operation of dry pipe system to be in accordance of NFPA 13, such that water reaches the inspector's test within 60 seconds after it is opened. 8. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 9. Hangers should be installed according to UL listing and as specified by NFPA 13. 10. Provide complete calculations indicating that the sway bracing is capable of withstanding the forces as stipulated in NFPA 13. 11. Extend sprinkler protection to all areas including exterior eaves, soffits, can.. 'es combustible blind and roof spaces, and to roof skylights. Serving the & Rang 0 e n� to toetto �a�;�►t�n Suri��IE � eN�tiii Property an Caaus�Nt�N S rnl�d rat ttobeCoo-0�""��, _`_`state eXclus� nu.,�et+e��- I PO Box 3932 Seattle WA 98124-3932 206-234-5700 Fire Com NW, LLC Battery Calculation Work Sheet Project: Cendant Car Rental — QTA Building Fire Alarm System TI 15820 — Tukwila International Blvd Tukwila WA 98188 This project consists of a new car wash adjacent to the existing Administration and Maintenance buildings. The car wash is not sprinklered. The work will consist of adding new devices to the existing fire alarm system for the new QTA Building (car wash). This worksheet is for the existing fire alarm control panel and existing and new connected devices. Qty Part # and description Supervised Current mA Alarm Current mA Existing devices: 1 5700 Silent Knight FACP 160 330 1 5860 Remote annunciator 20 25 1 SD505-APS Add smoke det 0.55 0.55 15 SD500-PS Add pull stations 8.25 8.25 16 SD500-MIM Add input mod 8.80 8.80 New devices: 1 SD500-PS Add pull stations 0.55 0.55 6 SD505-AHS Add heat detector 3.30 3.30 Subtotal 221 376 Total battery power hours x24 x.083 Subtotal 5315 31 Safety factor -10% +532 + 3 Total 5315 ma 34 ma Total Current Required 5349 ma or 5.5 amps Battery size used: 2ea- 12volt, 7amp PO Box 3932 Seattle WA 98124-3932 206-234-5700 Fire Com NW, LLC Battery Calculation Work Sheet Project: Cendant Car Rental — QTA Building Fire Alarm System TI 15820 — Tukwila International Blvd Tukwila WA 98188 This project consists of a new car wash adjacent to the existing Administration and Maintenance buildings. The car wash is not sprinklered. The work will consist of adding new devices to the existing fire alarm system for the new QTA Building (car wash). This worksheet is for the existing signal expander power supply and existing and new connected devices. Qty Model # Supervised Current (mA) Alarm Current (mA) Existing devices: 1 SK5499 power supply 75 175 27 Horn strobes 0 3139 27 Strobes 0 2415 New devices: 4 H12/24 Horn 0 92 2 P1224MCK WP horn strobe 0 420 Subtotal 75 6241 Total hours X24 X.083 Subtotal 1800 518 Safety Factor 10% +180 +52 Total 1980 570 Total Current Required 2550 or 2.6 amps Battery size used: 2ea - 12volt, 7amp PO Box 3932 Seattle WA 98124-3932 206-234-5700 Fire Com NW, LLC Battery Calculation Work Sheet Project: Cendant Car Rental — QTA Building Fire Alarm System TI 15820 — Tukwila International Blvd Tukwila WA 98188 This project consists of a new car wash adjacent to the existing Administration and Maintenance buildings. The car wash is not sprinklered. The work will consist of adding new devices to the existing fire alarm system for the new QTA Building (car wash). This worksheet is for the existing fire alarm control panel and existing and new connected devices. Qty Part # and description Supervised Current mA Alarm Current mA Existing devices: 1 5700 Silent Knight FACP 160 330 1 5860 Remote annunciator 20 25 1 SD505-APS Add smoke det 0.55 0.55 15 SD500-PS Add pull stations 8.25 8.25 16 SD500-MIM Add input mod 8.80 8.80 New devices: 1 SD500-PS Add pull stations 0.55 0.55 6 SD505-AHS Add heat detector 3.30 3.30 Subtotal 221 376 Total battery power hours x24 x.083 Subtotal 5315 31 Safety factor - 10% +532 + 3 Total 5315 ma 34 ma Total Current Required 5349 ma or 5.5 amps Battery size used: 2ea - 12volt, 7amp PO Box 3932 Seattle WA 98124-3932 206-234-5700 Fire Com NW, LLC Battery Calculation Work Sheet Project: Cendant Car Rental — QTA Building Fire Alarm System TI 15820 — Tukwila International Blvd Tukwila WA 98188 This project consists of a new car wash adjacent to the existing Administration and Maintenance buildings. The car wash is not sprinklered. The work will consist of adding new devices to the existing fire alarm system for the new QTA Building (car wash). This worksheet is for the existing signal expander power supply and existing and new connected devices. Qty Model # Supervised Current (mA) Alarm Current (mA) Existing devices: 1 SK5499 power supply 75 175 27 Horn strobes 0 3139 27 Strobes 0 2415 New devices: 4 H12/24 Horn 0 92 2 P1224MCK WP horn strobe 0 420 Subtotal 75 6241 Total hours X24 X.083 Subtotal 1800 518 Safety Factor 10% +180 +52 Total 1980 570 Total Current Required 2550 or 2.6 amps Battery size used: 2ea- 12volt, 7amp imq *wig asisalt 0 • CW . aL IOC -o" Vs. NILT(_ NDJ_ _NAIJC,E E. IkLeciJCEETe DEL' K- ;4,4 MEGA. TEE ir 1 44 3 N 1 tX . CL(. i -4T:14' -v G.�• NT, )o o" CUT -1N 143xl MELI{. SE OFFICE REMODEL E$ . 3" MAnW - ELEV. i4 -G; AFF r •0" 1 2Z'-0" IN 61i " itrr ! " MAY 1 7 1999 NbP 0 2;-zx I%4 MIEC4 ?EE 0 A EX • A. frAJIJ STOE.A6E ZOOM LEEN D. •GEM F941 '"i' ilk" L'EGcf-sED FENc Arr vEM FRso )h" 1(.54. BYAss kiDet. -r K- EELOCATE EAE M -ADD M614 44EAD �J-HILT or IN Cot.1C-2EiE AMC.1-1 A. U -Nook_ Co..zreALT MAMe LEMS. CLAZ4 Ecir-IUne.,. ALLEY e,EMoct2, ISBZO PAc.. NIJY 6. seAlTLG, I JA OvR.TU srSTeuc_TIvN.1 12:5!00 L tE c:TY WAY t4.E EE. 1 LE) Sie05 54ocs FIEE SYSTEMS k1ESr Iso -z„ PIK.e STREET 0.4 AUSUCA, 14JA 12 ,47(>1 i2Dlo) 833 • iv1 06-0 .1 >:, Y OATe 4c>@5 too _ -1k1MZE I /11 /.40 I 1l4,9 , IOPI Vidak fos we *um* fag Seim ACCEPTED !T C — .TS. • :_:%• %'•;` E. LETTER TAf:i•:C• .".'+-.r3to have been tyle City pf •. 1 1'7,1ns . • • -I.. • lis ‘!.11 _,. • : Fi?•:.• • .11- • • 0, zats dE . DATE:s"-/ BY: CITY CF T1JKWILA 3 5; 5 -4407 FILE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 94'6' and exatt address for shut, down or restoration approval. lk A revitik FIRE FLOW INFORMATION STATIC PRESSURE: 55 PSI DATE: AUGUST 9, 2005 12:15PM RESIDUAL PRESSURE: 30 PSI FLOW: 4000 GPM DATE: APRIL 12, 2005 (DATE OF REQUEST) BASED ON A HYDRAULIC MODEL • LOCATION: INTERNATIONAL BLVD & S 160TH ST @ 536' PER: KING COUNTY WATER DISTRICT #125 RUSS (206) 242-9547 At\ cocaMeas m� ai ncp e' °vdc We. uracea stc:ad as �`n3 in 1;41/ i theG o0 of e ""• h`s ben (Isetci2d `,tt`r to Posb\eliahiy °pecson;,, P'o9my•kt.sr:.o:'ited thehat2dyhich Mal oss rip exist. cU;t h EXISTING 2112"X2112"X4 YARD F.D.C. TO REMAIN AS IS 11. 1. INSTALL NEW YARD POST INDICATING VALVE (P.I.V.) PER TUKWILA FIRE DEPARTMENT REQUIREMENTS. 2. INSTALL NEW FIRE SPRINKLER SYSTEM THROUGHOUT NEW MAINTENANCE BUILDING AND EXISTING BREEZEWAY PER TUKWILA FIRE DEPARTMENT REQUIREMENTS. 3. REUSE AND REMODEL EXISTING FIRE SPRINKLER SYSTEM IN NEW ADMINISTRATION BUILDING FOR NEW WALL AND CEILING LAYOUT. 1. ELECTRICAL OF ANY TYPE. 2. STRUCTURAL VERIFICATION IF REQUIRED. 3. ABATEMENT OF ANY TYPE. 4. PAINTING OF ANY TYPE. 5. OFF HOURS. 6. TAX. f _HA THROUGHOUT: PER NFPA #13 (1999 EDITION) AND THE TUKWILA FIRE DEPT. HAZARD: ORDINARY, GROUP I & II E - EXISTING SPRINKLER HEAD. R - SPRINKLER HEAD TO BE RELOCATED. A - SPRINKLER HEAD TO BE ADDED. P - SPRINKLER HEAD TO BE PLUGGED. // // SPRINKLER PIPE TO BE DEMOLISHED. FSW TO ADD A NEW YARD P.I.V. - -AND 8' N.R.S. CONTROL VALVE \-- SRC j (CK2• vault ` EXLsr 8��/P EXIST, 8" DIPbr_ EXISTING 8" SINGL CHECK VALVE IN VAULT TO REMAI AS IS NEW ADMINISTRATION BUILDING SERVED BY SYSTEM #3 ISTING 8" SUPPLY I TO EXISTING RISER ROOM FSW START POINT @ EXISTING RISERS EXISTING ELECTRIC ALARM BELL TO REMAIN AS IS EXISTING BREEZEWAY SERVED BY SYSTEM #1 NEW CAR MAINTENANCE BUILDING SERVED BY SYSTEM #2 FIRE SPRINKLER SITE PLAN SCALE: 1"=50'-0" EXISTING SPRINKLER PIPE. NEW SPRINKLER PIPE. PAID NOV -32005 Tukwila Fire CONTRACT NALIE: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES MK DATE BY 10-9-05 JS ADMINISTRATION BUILDING NODES A A A A APPROVALS REQUIRED: TUKWILA FIRE W.S.R.B. DISTRIBUTION: TUKWILA FIRE 1 W.S.R.B. OWNER/ARCHITECT OWNER/ARCHITECT 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1"-6" WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. 1. FSW TO PROVIDE NEW YARD POST INDICATING VALVE (P.I.V.) AND 8" N.R.S. VALVE ON THE EXISTING FIRE SPRINKLER SUPPLY TO THE EXISTING FACILITY PER TUKWILA FIRE DEPT. REQUIREMENTS. 2. ALL OTHER EXTERIOR FIRE SPRINKLER SYSTEM COMPONENTS TO REMAIN AS EXISTING. CONTRACT ?\'I IH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 (425) 898-1688 FAX (425) 898-0885 KEVIN CHINN Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 140B1 . FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NO. SHEET JIM STEWART JUNE 28, 2005 1-02-11-9132 1 OF 5 CONCRETE ROOF W/ CONCRETE BEAMS \— SPRINKLER BRANCHLINE FINISHED ':` LOOR (0'-0") 2" X 12" JOIST @ 2'-0" O.C. T&G ROOF 22" GLULAM BEAM @ 8'-0" O.C. 3" SPRINKLER MAIN ,, SPRINKLER MAIN 2" SPRINKLER BRANCHLINE 34" GLULAM BEAM MAINTENANCE 135 FINISHED FLOOR (-4'-1") FIRE SPRINKLER SECTION - MAINTENANCE BUILDING 1 SCALE: 10=1'-0* y SPRINKLER LINE CONCRETE ROOF — CONCRETE BEAM " SPRINKLER MAIN DCcUN.ENT STORAGE 1 216 1 CONCRETE BEAM—' FINISHED FLOOR (0'-0") 4" SPRINKLER MAIN.. SPRINKLER LINE — CONCRETE BEAM FP.__ 1263i FIRE SPRINKLER SECTION - ADMINISTRATION BUILDING 3 SCALE: 1/8'=.1'-0' 0 0 3" SPRINKLER MAIN SALES C t•ICE 2211 CL._ . STATIC PRESSURE: 61 PSIG MARCH 15, 2005 NOON � P P° s TOR ) sI O O II — — 8 s i II T1 (BOR) FINISHED FLOOR DRY SYSTEM CAPACITY: 382 GALLONS 4" RELIABLE D DRY PIPE VALVE O 4" KENNEDY WAFER VALVE c (UGI)(3 RISER LEGEND O 4" GROOVED BUTTERFLY VALVE TYCO BFV-1 (NOTE: VALVE HAS TWO TAMPER SWITCHES, ALL WIRING TO BE DONE BY OTHERS) 02 4" FLOW SWITCH POTTER VSR-F (NOTE: ALL WIRING TO BE DONE BY OTHERS) O 2" TEST AND DRAIN AGF 1011 O 2" MAIN DRAIN TO EXTERIOR OF BUILDING (GALVANIZED PIPE AND FITTING THROUGH WALL) O SPARE SPRINKLER CABINET (12 HEAD CAPACITY) O HIGH/LOW AIR PRESSURE SWITCH POTTER PS40-2A (NOTE: ALL WIRING TO BE DONE BY OTHERS) 07 PRESSURE TYPE FLOW SWITCH POTTER PS10-2A (NOTE: ALL WIRING TO BE DONE BY OTHERS) 08 TANK MOUNT AIR COMPRESSOR GENERAL LT425100A (425 GALLON CAPACITY) 115 VOLT, 1 PHASE, 1 HORSEPOWER (NOTE: ALL WIRING TO BE DONE BY OTHERS) O NOT SHOWN: AIR MAINTENANCE DEVICE TYCO AMD -1 O NOT SHOWN: 1/2" BLEEDER VALVE POTTER BLV 1000018 EXISTING FIRE SPRINKLER RISER SECTION (LOOKING SOUTH) (2� SCALE: 1/2•=1W. ..-Ah A OEFP qty t ..-.i • t r.0/4' . f6 r0Q911 Deem CONTRACT NAME: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 CONTRACT \VITH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 895-1 68 FAX )(425) 89880885 KEVIN CHINN HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES MK DATE BY 10-9-05 JS RISER, ADMIN SECTION, SWAY BRACE' A A A A APPROVALS REQUIRED: DISTRIBUTION: TUKWILA FIRE W.S.R.B. OWNER/ARCHITECT TUKWILA FIRE W.S.R.B. OWNER/ARCH ITECT 1 1 1 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6")WHICH ARE END TO END. 3. EARTHQUAKBRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 14031 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NO. SHEET JIM STEWART JUNE 28,2005 1-02-11-9132 2 OF 5 U.L. BRACE TYPES TOLCO #980 SWIVEL BRACE ,AA 1- ATTACHMENT P H f LATERAL SCH TOLCO #980 SWIVEL BRACE ATTACHMENT .41101/ IR 40 PIPE >A i LONGITUDINAL ---_, SCH 40PIPE x'11 40 TOLCO #1000 FAST CLAMP _SCH 40 PSP1 /410 as ifr ri# 4110,-1 TOLCO #1000 FAST CLAMP TOLCO #4A PIPE CLAMP - TOLCO #980 SWIVEL BRACE ift•FAST SCH 40 PIPE ATTACHMENT VIP + 4 `12-R TOLCO SWIVEL r� -- ATTACHMENT ici TOLCO #1000 '- , CLAMP SCH 40 PIPE - 4 -WAY #980 BRACE fi tt ip W V) RISER SCH 40 PIPE �F'11 ,� • co �+ 014116-H,11 1 ' ‘ _.) TOLCO #1000 FAST CLAMP TOLCO #4A PIPE CLAMP -WAY ..-Ah A OEFP qty t ..-.i • t r.0/4' . f6 r0Q911 Deem CONTRACT NAME: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 CONTRACT \VITH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 895-1 68 FAX )(425) 89880885 KEVIN CHINN HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES MK DATE BY 10-9-05 JS RISER, ADMIN SECTION, SWAY BRACE' A A A A APPROVALS REQUIRED: DISTRIBUTION: TUKWILA FIRE W.S.R.B. OWNER/ARCHITECT TUKWILA FIRE W.S.R.B. OWNER/ARCH ITECT 1 1 1 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6")WHICH ARE END TO END. 3. EARTHQUAKBRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 14031 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NO. SHEET JIM STEWART JUNE 28,2005 1-02-11-9132 2 OF 5 ll "4' SPRINLKLERRRISER A\F, 12091 P��Q` a -A-- —Et. 4 8-7 'TOR (Es) MEN 1 207 5) WOMEN I 206 r 204 i I IL RECEPTION15T 2051- -I r 15 0"UMEN c, r . AGE 215 HALL 20-3-j 1 ZUZ IL SALES lAl, AGER 1222.1 SALES OFFICE -COPIER. copy /F -Ax STOF 4GE 21 911 BREAnnD LJ I 251 HALL 7 IV FP- L ,NI J V . 2 JI i / / ▪ 6'-0" 3'-0" COL 1 COLI E 4'-6.712" Igo ` ►d O 11-0 /® /F67 COL PLAZA L 5'-0" COL -1T/ TELECO . 234 OFFICE SUPPLIES/ STORAGE S FOR 246 FIR Ur I L, r 245 FLEET P, %i 4 N EE R --I 244, 5-0" COL • D J I .r1 — T \I-1I'C i MANA GEE 1--236H ti DISTRICT Li. ,N,t GER z-- 1--. HALL _122F1 i-\ L) ,:11 N - - ti.S 238 AIRPORT 05-55AT-10N S -Ivy !2401 Jl �=,1RPGP.T ORER,ATIONS N. CR • 12411 CITY 111,A1\1 AGER REMOTE AREA THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER AN ORDINARY HAZARD, GROUP II DENSITY OF: 0.20 GPM/SF OVER 900 SF FSW FILE #: 9132-UNIFORM.SDF (E) BOOTH jl`,,', (FOR SHUTTLERS 250 REMOTE AREA THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER AN ORDINARY HAZARD, GROUP I DENSITY OF: --0.15GPMJSF OVER 900 SF FSW FILE it. 9132-BREAK-SOF-- 1 10-0 - o\ e 5 -0 -- BREAK ROOM 122 EIEC i RICAL 119 04/ Co Lice )1-\ /558 E �T R00 JQ JQ� g ,11=6 -AFFI, . ,-C 1 -I • 1/4-1 11l 10-0 , 5-0 I� 5-0 48-0 11! _En iii,cv\,12/ < 215 1 :5-10/44:T14.1 5-0 1/4 T 15104->. )' 1 10-0 '( .5--0 T6-0 3 0 FEe OFFICE 111-7 -F65— CJ FILES F70 ' ECTE-P )ktAS H 101 SO}-iED ®� .. 109 F70 _F69.5 tn „VFE9.5 cp OFFICE DOCUMENT, S- -0 R. 159 PRE -DRILLED HOLE INTO CONCRETE DECK 3/8' DROP-IN ANCHOR HILTI HDI -P HANGER RING GRINNELL FIG. 69 3/8' A.T.R. GRINNELL FIG. 146 DROP-IN ANCHOR HANGER TYPE F SAMMY SUPER SCREW SWG20 'UNIFORM S-11GRAG 125 HANGER RING GRINNELL FIG. 69 NO SCALE EXISTING WOOD PURUN 3/8' A.T.R. GRINNELL FIG. 146 SAMMY SUPER SCREW SWG20 HANGER TYPE J NTS WOEN FE9.5 O --,REOFFICNE- 0.1 EIN- ® c 110 cz/ /572 /F'2 F695 /5701 'I 1 11 -ate X1-> 1 A3 3 3 /Fi3 O /573 —-- -/F73 - A6cu, N 3 "ALL ,_ i. 8-0 /F LOCKERS T O F73 .w! 3 II 8 N 5-5 2-/ w A�i I . `1 N . I T17 LL _ /711 w w •.Q ▪ 7�J 1 1 • __ r F1 .L \� — O N 7�HALL /573 1- 1 U /I 1 T/r74- w 1-1 X106 :�'�+ Al / 3ari 31 : 3•/ "' 3 • 3 IJ -U II ` 4-0_112 L-4 7f2 D -b I L lu-U I/L 4-0 I%L '2 qF'' HALLI /574 1-57 1 /F'4 °�0- i 0-8 A . 1 3 N 3 5 -7 II /=5 �� - 19-0 Cpl \\ e\NC r76 -. -....--�---- TT26 1 FIRE SPRINKLER PLAN - BREEZEWAY SCALE: 1/8"=V-0' LIQ -A -L CONTRACT NAME: All CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES SPKR THRDS SPRINKLERS ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKS - UP & DN SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY OPEN'G UP SYM OPEN'G DOWN 0 PENDENT TYCO TY -FRB 8.0 K 155°F CHROME REC CHR 34 8-29-05 JS LATEST CEILING PLAN UPRIGHT TYCO TY -FRB 8.0 K 3/4" 200°F BRASS N/A 73 10-9-05 JS SUBMITTAL #2 1/2" DRY HSW VIKING M -QR 8.0 K 3/4" 155°F CHROME FLSH CHR 1 A HDI -P TRAPEZE 3/4" 17/32" SPRAY 3/4" A A APPROVALS REQUIRED: DISTRIBUTION: J SIDEWINDER 3/8" 7/16" 1/2" 1/2" SIDEWALL 1/2" TEMP RATING 50 200° TUKWILA FIRE TUKWILA FIRE W.S.R.B. W.S.R.B. TOTAL 108 OWNER/ARCHITECT OWNER/ARCHITECT DESIGN CRITERIA AND NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. 1. WELDED PIPE TO BE ALLIED SUPERFLO WITH CENTRAL GROOVED FITTINGS. 2. THREADED PIPE TO BE ALLIED SUPER 40 WITH IMPORT CAST IRON FITTINGS. CONTRACT WITH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 (425) 898-1688 FAX (425) 898-0885 KEVIN CHINN Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 140B1 0.C. FAB BY: DENNIS SMITH 0.C. INSTALL BY: DESIGNER DATE JOB NO. SHEET JIM STEWART JUNE 28, 2005 1-02-11-9132 RS IN THE D FIRE 00MARE TO 3. 6-. WOOD CONSTRUCTION CONCRETE STRUCTURE 1' PLUG (E) FIRE 'SPRINKLE RISER L 20 147_ (E) MEN 207_( (E) WOMEN 206 1 4 0 - th MAILROOM! 209 , 0.5!4; (E) ELECTRICAL � ROOM 210 1 1, {` 4-7'%% 4-4':2 25 - I, K 33 ` 047' I I N 1.2 1 RECEPTIC�1 S 205 7 {` I w 00 CONFERENCE --1 211 , WIZARD 1 1 TRA N1NG � . 218 ail ------ HANGER LEGEND FUTURE SALES SUPPORT CO N3 4 1 8 { 8 N4 .i COU 12-0m - CO 4I 1; 19,. i N5` 4 9-0J_ (21 (_) CO DOCUMENT STORAGE 216_] 8 CO 8 CO 8 3-914 0 0 SALES acv---OFFIGC 221 BREEZEVVAY 1.5 9-6 co 4/24 \){7) 1 PLUG', HALL 225 a9'» Frl r- ef ei IT/ 1-0 TEL 234 I ( 61) I N6 3-472 I N7 <� 66, 8-1,,.i N W CV 1 8-7 3j0 6-1ts i---\ 8 11-, ` .- ,-41 26) 1 O 281)_1 30 ZI f; \ i!) WOMEN 231 1 3-104 LF �� STORAGE 1'PLUG 226 5-10 - 0-6 HALL 235 ,JANIT 233 - 14. _MEN N • cv T 232 j 5.4'-2 134/ \39) `;/309') r � l6\38) 0+.•-•0.- _ ... .•.- ...-..-- .m.-1.•` .00 2 �' -K- __ r_ (330) 8 ? D STRICT(( (MANAGER 236 COPY/FAX STORAGE BREAK-�" ROOM 220 • T \488 ; =„ !T Y _ r: / 8 1114 1 114 --3-8 OFFICE SUPPLIES ti • STbRAGE 1230 I 0 '4 r 4-3' : 6-61A -=---�eisTR 237 1 MANAGE 1 1HALL 4 0.6 • •-H 229 >, STORAGE 246 V PLUG tA 74 I OFFICE _ 245 rf SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SPRINKLER LEGEND SPRINKLER HEADS FLEE MANAGK R 244 ' 4942 f_ 5=3; REVISIONS L L -111 AIRPORT DP RATIONS MGR. tXL240 AIRPORT OPERAILOr SII MGR T 241' 1 496 498 470 MANAGER 42 1 ij 45 308, 32 1 (E) BOOTH (FOR SHUTTLERS) 11 L 250 BREEZEWAY BREEZEWAY FIRE SPRINKLER PLAN GENERAL NOTES Level 111 DESIGN CRITERIA AND NOTES IST SUPERSCREW/HANGER MATE 3/8" ALL THREAD ROD RING HANGER (4" AND SMALLER PIPE) HANGER B DROP-IN ANCHOR, 318" ALL THREAD ROD HANGER RING (4" AND SMALLER PIPE) HANGER F HDI -P ADMINISTRATION BUILDING PER IT # CONTRACT NAME: Cendant Car Rental 15820 International Boulevard Tukwila, WA 98188 A U -HOOK SUPER SCREW CONCRETE INSERT L -ROD WASHER PLATE SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS- UP &DN SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY DESCRIPTION UP SYM DOWN UPRIGHT TYCO TY -B 5.6 K 1/2" BRASS N/A 76 DATE BY DESCRIPTION SIDEWALL TYCO TY -B 5.6 K 1/2" 200°F BRASS 9 A TOP BEAM CLAMP POWDER DRIVEN STUD WEDGE ANCHOR 1/2" SPRAY 0 1/2" 1/2" DRY PEND TYCO 5.6 K 1/2" 155°F CHROME FLSH CHR 1 0 1/2" A HDI -P CEILING FLANGE TRAPEZE 3/4" SPRAY 3/4" UPRIGHT TYCO TY -FRB 5.6 K 1/2" 155°F BRASS N/A 80 A 1/2" 1/2" • PENDENT TYCO TY -FRB 5.6 K 1/2" 155°F CHROME REC CHR 136 APPROVALS REQUIRED: DISTRIBUTION: H SIDE BEAM BRACKET W J SIDEWINDER SIDEWALL 1/2" 4 K SHORT CLIP 1/2' DRY TYP 1. TEMP RATING TUKWILA FIRE DEPT TUKWILA FIRE DEPT 1 2000 OWNER / ARCHITECT OWNER /ARCHITECT 1 286° TOTAL 302 FIRE SYSTEMS WEST 1 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1 '-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL NEW WET MAIN PIPE TO BE DYNA FLOW WITH CENTRAL GROOVED FITTGINS. 2. ALL NEW WET WELDED LINE PIPE TO BE DYNA FLOW WITH CENTRAL GROOVED FITTINGS. 3. ALL NEW THREADED LINE PIPE TO BE IMPORT SCHEDULE 40 WITH IMPORT CAST IRON FITTINGS. 4. ALL NEW DRY MAINS TO BE IMPORT SCHEDULE 10 WITH CENTRAL GROOVED FITTINGS. 5. ASSUMED: ACT CEILINGS @ 9'-0" AND GWB CEILINGS @ CONTRACT WITH: Chinn Construction P.O. Box 2137 RAdmond, WA 98073 Kevin Chinn Phone: (425) 898-1688 Fax: (425) 898-0885 Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 14081 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET JIM STEWART OCTOBER 3, 2005 1-02-11-9132 MAILROOM 209 (E) ELECTRICAL m ;ROOM 210 CD z 0 8 8 8 8 8 8 LF STORAGE X 226 _WOMEN 8 -, 8 8 8 8 DOCUMENT STOF.AGE 2 FALL 235 9.0 2 1377.'"'''4712-1 1 ,, 8.0 (E) BOOTH (FOR SHUTTLERS) 2 ,- 2 10-0 10-0 114 1'.12: 10-0 2-2 114 (1;`� 7-10 HALL 204 1 BREEZEWAY 11-10 1250 (E) M EN 207 L DRY SYSTEM INSPECTORS TEST HALL 2125 - OFFICE 245 AIRPO1 RATION 1't T 3-1% MC R. RECEPTION 205 RE -AK ROOM DMIN. SS1ST HALL I 202 90 80 11-0 1 9 11-0 1'/c. --N T 31'12, S MSR ECEPTT -201 SALES AANAGER 222 _ FLEE MANAG ' R 244 FUTURE SALES SUPPORT 1 9-0 9-0 4-0 BREEZEWAY 9-0 7-11 14 1 12-0 1'r 1'; 12-0 1' 12-0 1'4 1 12-0 4-0 - 7'92 n 9.0 9-0 7-11 293) 89) 4-1 (3J (7 /7�0, i(711) (712 SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT L (713) SKYLIGHT 12-0 1 4-0 12-0 (303 (C3 1„ 4-0 1 12-0 `690:, 12-0 r (692M. 011,_101111) UMW* MINIM IIIMMIM =Mr HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS er 11-0 BREEZEWAY 1'+ 1 11-0 0 0 2-10'4; 3-1% 11-0 �. -, 1 3-114 1': a 11-0 2 2 N 141' 8.0 10.0 OD FIRE SPRINKLER PLAN 2 1'6 10-0 - 10-0 J 10-0 0-6 0 cv SUPERSCREWMANGER MATE 3/8" ALL THREAD ROD (4" AND SMALLER PIPE) HANGER B SUPERSCREVV (W000) CONC DECK DROP-IN ANCHOR, 318" HDI -P 3/8" ALL THREAD ROD (4" AND SMALLER PIPE) HANGER F HDI -P ADMINISTRATION BUILDING PERMIT # CONTRACT NAME: Cendant Car Rental 15820 International Boulevard Tukwila, WA 98188 GENERAL NOTES A B C U -HOOK SUPER SCREW CONCRETE INSERT L M L -ROD WASHER PLATE N SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT SEE IZE SPRINKLERS - UP & DN SYM TYPE MFG OPEN'GOPEN'G UP SYM DOWN UPRIGHT TYCO MODEL TY -B ORIFICE 5.6 K THREAD 1/2" TEMP 155°F FINISH BRASS CANOPY N/A QTY MK 76 DATE DATE BY BY DESCRIPTION DESCRIPTION SIDEWALL TYCO TY -B 5.6 K 1/2" 200°F BRASS N/A 9 D E TOP BEAM CLAMP P POWDER DRIVEN STUD R WEDGE ANCHOR 112" 318 7/16" 1/2" SPRAY 0 1/2" 1/2" 9 1" DRY PEND TYCO TY -B 5.6 K 1/2" 155°F CHROME FLSH CHR 1 0 n 00 • 1" 1" • 1/2" F HDI -P T TRAPEZE G CEILING FLANGE U H SIDE BEAM BRACKET W 314" 17/32" SPRAY 3/4" J SIDEWINDER X K SHORT CLIP Y 1/2. 3/8" 7/16" 1/2" SIDEWALL 1" 1/2" 1" 1/2" 4 1" 1/2" DRY TYP z 1" TEMP RATING 1" 9 0 0 1" 1/2" 155° 200° 0 UPRIGHT PENDENT TYCO TYCO TY -FRB TY -FRB 5.6 K 5.6 K 1/2" 1/2" 155°F BRASS N/A A 80 A 155°F CHROME REC CHR 136 APPROVALS REQUIRED: TUKWILA FIRE DEPT DISTRIBUTION: TUKWILA FIRE DEPT 1 OWNER (ARCHITECT OWNER /ARCHITECT 286° TOTAL 302 FIRE SYSTEMS WEST DESIGN CRITERIA AND NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA#13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA#13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA#13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL NEW WET MAIN PIPE TO BE DYNA FLOW WITH CENTRAL GROOVED FITTGINS. 2. ALL NEW WET WELDED LINE PIPE TO BE DYNA FLOW WITH CENTRAL GROOVED FITTINGS. 3. ALL NEW THREADED LINE PIPE TO BE IMPORT SCHEDULE 40 WITH IMPORT CAST IRON FITTINGS. 4. ALL NEW DRY MAINS TO BE IMPORT SCHEDULE 10 WITH CENTRAL GROOVED FITTINGS. 5. ASSUMED: ACT CEILINGS a@ 9'-O" AND GWB CEILINGS aci 8'-6". CONTRACT WITH: Chinn Construction P.O. Box 2137 Redmond, WA 98073 Kevin Chinn Phone: (425) 898-1688 Fax: (425) 898-0885 Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 14081 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET JIM STEWART OCTOBER 3, 2005 1-02-11-9132 50F5 0 0 0 0 0 0 "V Yuvy Ne'v \z\zv><VVN,niss(NKV \e' I? LI it) l' x 1 x I x I A FUEL TANK SCREEN X I x I x I x Iv 5'-0" NI REVISION < x if 51-0" %11 x x I x FUEL TANK CLR lx i x I x I x I I in +J ( JOB NO. 20457.08 I FIREj ikx, 0 II' -4" HIGH CMU WALL II' -4" HIGH BLACK CHAIN LINK FENCE 1^4/ IND SLATS (TYP) 0 0 0 (E) LIGHT STANDARD - SEE ELEC. 0 0 0 0 0 0 0 6" 4) BOLLARDS (rro 12,000 GALLON ABOVE -GROUND FUEL TANK 10 t 6" DIA. BOLLARDS (Tr) HOTSY PREMANUFACTURED PRE -WASH CAR WASH ENTRY SYSTEM METAL CANOPY 6" (0.F.C. I ) (SHOPIN DASHED) DIA. BOLLARD • (TYP) LEGEND (E) - EXISTING (N) - NEW DN - DOWN DIM TO F. 0.S. DIM TO F.O.FIN. DIM TO CEN TER 1% ALIGN (E) WALL (N) CEILING HEIGHT ACOUSTICAL WALL SEE NOT USED (N) ONE HOUR FIRE RATED WALL NOT USED (N) TWO-HOUR FIRE -RATED INSULATED WALL SEE PA S P.41 P.1 LIPA 11P. "Pi I CANOPY -40 0 - • .,. 4...‘, _ SLOPE 4 ' I 4 0 4 TRASH f vi/ SPLIT -FACE CMU I/2":12" 6 Ix 8 (TYP) 1 'TRASH ENCLOSURE I I I 0.. 4. 4 4 So• CHAIN LINK GATES vil MOD SLATS 0- 0 o 4 302 01 , ---41112..ill + 4 0 ex V -0 • -I- , lir011114111V•••••••11rjr"' Aa j14 6 u HOSE BIBB CURB (HB), TIT. A, 1 ro FLUDS — ) 0 4 0 0 ,Im...., 0 303 —4. - CAR IMASH VACUUM ....,-- EQUIPMENT (0.F.0.1) 0 0 Li I 1 74 OM I I 674 I 7. 67 a 741 I 7•" 'AM 6 . . f. 4! , f4 I 05 0 I 4 MIK'•VVWilv 0 6" CONC. CURB ,,,.. I1 1.L., , ,/,' ,f...._41 ) ) I , ! . ' ,.,!, 'II' ---EXTEROFt STORAGE FREMANUFACTURF-D GAS ISLAND METAL CANOPY (SHOINN DASHED) R0 RP HOSE REEL (HR) RA RD ABOVE-TYP--- — HD CONCRETE SLAB — - „IIII„!i, — i1I 7 FUEL1.1 ,-711i , (SLAM):P:' sr -() ,. ,,, L , 1, 0:d”):v iIi .,':;----------fiI-)! 1 301 i-, rii I ii --1 ill 1 Ih I ll ' 11 1 il t' Ill ri-% 11 ; Iv .J. 1t2 ',1 0 l ,I o_ ..../ \., V \II I iv Q 1,, N , 1 t<11 III N 2 7-*: (II N I 11 1I 11 tr) •faid- I I I III 1 I 1 , 1 11 1 I 1 I 1 'I 1 11 t I II II , I H - 1 1 1 II 1 1 I 1 t ) 11 II 11' t 11 t 11 )____ ___), 11 1 ) ll 1„1 )I; _ it, )_==- ,j• =:::' -ls FUEL DISPENSER 1,---- 6" HIGH FUEL ISLAND (TYP) 10" T5 (rr) FUEL PIPING (1 ..) 1 1 IHR 7 ---; -,---=•---,--=-...\_-,..:1 ( ' i i 1 ( ' 1 1I , 1 i 1 1 1 ! ,1,;-_-----------'-11/1,1; I i 1 ! 1 ! I I ----- --:. ic ;1\t. .,s..._,, _ — _Cd; \ V I: 1 1, I • I; 1."1 r-c_l_r. , ,...: 1); 01 lii i 11 1'. ) V Iiii 1 !.../ li(li rl'I ,,/, ilil il I 1 11 i! 'I I II ti i I 11 I •• 11 I I 11 II , I II H ) it ) II-' ,--• - - - --, 'I 11.,, ).___..7.17._=, ••.11 .7..1 :comma! Ea: , n "7 P "• . CONCRETE SLAB (E) LANDSCAPE ISLAND (VIF) - SEE LANDSCAPE '-6" eP BOLLARD (TYP) GAR WA MA TRENCH DRAIN (TYP) - SEE CIVIL PA I NTED, SPRAYED PLASTER FINISH o/ CMU AU (TYP) PAVEMENT MARKING ('TYP, —METAL MAN DOOR (7Y1:) 10" SPLIT -FACE CMU WALL (rro - SEE STRUCTURAL (N) CONC. CURB - SEE CIVIL xxxxxxxx - 6" GONG. 1 2" SLAB DEPRESSION -ROOF DRAIN 4 OVERrLOY4 DRAIN (TYP) QTA FACILITY FLOOR PLAN ( FJ 0 I6 (N) CMU WALL - SEE STRUCTURAL 32 118'=1'-0' SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME — CA — 94010 TEL (650) 692-9911 ME FAX (650) 692-0181 irg A FUEL TANK SCREEN 3/31/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT TION for R RENTAL GROUP, INC. 1ATIONAL BOULEVARD 4 98188 ITY DATE 2/15/05 JOB NO. 20457.08 A22.1 SHEET 13 OF 14 BEYOND ROOF OYiRrLOW SCUPPER (R05) ROS L 0 • o n I DU 4- DUAL FUEL DISPENSER r 14- TO 7R7 TO BEYOND • 1 1 .y fi NORTH ELEVATION TT LJ I 1/8"= 1-0" SPLIT–FACE GONG. MASONRY TRASH ENCLOSURE WALL BEYOND GONG. MASONRY WALL BEYOND ALIGN BEYOND / T A r--- 4 RO5 RO5 WEST ELEVATION 0 1/8"= 1'-O" (12) FINISH NOTES OP,T/O J G� LJ SOUTH ELEVATION — TT LJ O z _x 0 753 L J NOT USED NOT USED NOT USED ® NOT USED NOT USED NOT USED NOT USED O NOT USED ® (N) PREFABRICATED METAL EYEBROW CANOPY w/ FLUSH FACE CANOPY & STEEL COLUMNS (N) SPLIT—FACE PAINT NOT USED CONC. MASONRY WALL — NOT USED (N) METAL CAP FLASHING — PAINT NOT USED NOT USED NOT USED NOT USED (N) METAL MAN DOOR — PAINT NOT USED 18 (N) SKIM COAT PLASTER FINISH 0/ (N) CONCRETE MASONRY WALL (N) BLACK CHAIN LINK DOOR w/ WOOD SLATS O(N) PAINTED METAL ABOVE GROUND FUEL TANK ® (N) PREFABRICATED ENCLOSED METAL SOFFIT (TYP) fp(N) PAINTED METAL BOLLARDS NOT USED NOT USED NOT USED WALL PACK — SEE ELECTRICAL * WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM WITH SOLAR TINT GLAZING (MATCH EXISTING COLOR) -,t • -(8) 1/8"= 1'- O" ROOF SHOWN DASHED (TYP) WALL / FASCIA MOUNTED METAL HALIDE FIXTURE iv -61 -0 (rrp) (8) - BEYOND O d - V z EAST ELEVATION PLASTER TchOLED " FUEL ISLAND w/ .JOINT (TYP)DISPENSER 1/8"= Y-0" 16 32 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 TEL (650) 692-9911 FAX (650) 692-0181 wei A FUEL TANK SCREEN 5/3I/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT L GROUP, INC. .EVARD CO z O 1-- o w z Q o OD E; I r:7; LEGEND 0 0 0 0 0 0 - 4 4 n .7! REVISION DATE 0 0 ©�L._ EW QTA FACILITY LOOK PLAN 308 ____ > 0E 0 DATE 1/14/05 JOB NO. 20457.08 A22.1 SHEET OF S 0k - o 303 < o 0 0 FUEL ....11,--4 TANK VACUUM (o.F.O.I) o 4 304 0 ! IBY 4 o , ' ' 44 `Iy:, J o o\ \o \ o \ 0\ (E) - EXISTING (N) - NEW DN - DOWN DIM TO F.O.S. DIM TO CENTER rDIM TO F.O.FIN. T T ALIGN (N) LIGHT STANDARD (E) WALL (N) CEILING HEIGHT ACOUSTICAL WALL SEE 6" 4) BOLLARDS (TYP) NOT USED (N) ONE-HOUR FIRE -RATED WALL I2pOO GALLON ABOVE -GROUND FUEL TANK 6" DIA. BOLLARDS (T(P) NOT USED (N) TWO-HOUR FIRE -RATED INSULATED WALL SEE BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME — CA — 94010 TEL (650) 692-9911 FAX (650) 692-0181 HOTSY PRE -WASH SYSTEM (O.F.G.I) PREMANUFACTURED GAR WASH ENTRY METAL CANOPY (SHOWN DASHED) 6" DIA. BOLLARD (TYP) (N) CMU WALL - SEE STRUCTURAL CANOPY TRASH ENCLOSURE w/ SPLIT -FACE CMU FIRE TA CHAIN LINK GATES w/ WOOD SLATS PREMANUFACTURED GAS ISLAND METAL CANOPY (SHOWN DASHED) (E) LANDSCAPE / ISLAND (VIF) - SEE LANDSCAPE ELECT. - 4 4 n .7! REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT •) ©�L._ EW QTA FACILITY LOOK PLAN 308 ____ > _ 6" GONG. CAR WASH EQUIPMENT DATE 1/14/05 JOB NO. 20457.08 A22.1 SHEET OF S 4 303 CURB4 _ ....11,--4 VACUUM (o.F.O.I) 4 304 ! IBY 4 ' ' 44 `Iy:, J \11 ��/' AR —jr, If 4 ill. ,� _- '1 I-1 I 41110,- —EXTERIO - STORAGE i1-► ; I 1 cr,.' 7. , 309 El o RD I > > -, - `--ARWAt— #2 (FUTURE) ARWA 4t1 `47 J CAR WA y- MA II I 311 310 307 SLOPE I/2":12" (TYP) 0 ( HOSE BIBB (HB), TYP. - RDHOSE REEL (HR) CONCRETE SLAB In J �' f tNI! ,� cI IL o ,v V tI III II A III Ii CO, I, !I I 11t III ; �� i, 1 I \ ii 1 11 I!I t 114 , ,i i i 1 I I' , ‘1L J __ f'` J J FUEL DISPENSER (FD), TTP. I iii 1 , )1 IC ' � i1 ��v 1I Ii `1 �� �+ r' IV J riI I In il 4-- 6" HIGH FUEL ISLAND (TYP) 10" TS (TYP) FUEL PIPING FROM AE80.YE CONCRETE SLAB clx BOLLARD (TYP) i ---TRENCH DRAIN (TYP) - SCE CIVIL ASPHALT PAVIN PAINTED, SPRAYED PLASTER FINISH o/ 8" CMU WALL (TYP) PAVEMENT MARKING (TYP, METAL MAN DOOR (TYP) - 10" SPLIT -FACE CMU WALL (TYP) - SEE STRUCTURAL 0 c DRAIN CONNECTED TO CAR WASH SYSTE? 1 (TYP OF 4) - SIE CIVIL - 6" CONC. CU 6" GONG.-- !L , CURB PREMANUFA GAR j— WASH EXIT MET CANOPY d (SHOWN DASHED) L— -ROOF DRAIN 4 OVERFLOW DRAIN (TYP) 2" SLAB DEPRESSION 0 8 I6 32 QTA FACILITY FLOOR PLAN 1/8'=1'-0' NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT EW QTA FACILITY LOOK PLAN ITAI BOUL DATE 1/14/05 JOB NO. 20457.08 A22.1 SHEET OF / 4111110 ,M1 0 / WASHNGTON STATE PATROL (NC) N05°59'5q°E 4.51' N39°4O'21°E 31.91' L=6835' A = 8°11'48° R = 411.68'' 1 0 N82°02f5Th -1(E) CELL )(PHONE x xJTOYER (N.I.G.) • / ;it i - (E) LIGHT STANDARD - REMOVE $ REPLACE W/ (N) SITE LIGHT FIXT. (rrP) - SEE DESIGN -BUILD ELEC DINGS x. 1°29'01"W 215.00' N8q°3015q'E 5.44 (E) FIRE HYDRANT W/ 4 (N) BOLLARDS A5 SHOINN �� o is - n O z (E) LANDSCAPING (TYP SHOWN SHADED LIGHT) / / (E) LANDSGAP. (E) PLAZA CANOPY (E) CANOPY (E) CONC. SLAB VISITOR PARKING EL CHARRO RESTAURANT (MO OM OM •10111118. OM 410 flMillamo.•• 4110 NO NDSGAPI 6 4M. MO N88°38'54°1 18151' (N) MAN -GATE W/ PIN -PAD SECURITY OM MO 41111=111111 MO SITE PLAN PROVIDE AND INSTALL 4" DIA. CONDUIT FOR GENDANT"5 SECURITY SYSTEM TO MAINTENANCE BLDG. ELECTRICAL ROOM MANTENANCE FA (EXISTNG BOWING ALLEY) (TI UNDER SEPARATE PERMIT) ty- WA) FACUrsr- 111 5 E. SHEET A22.I BICYCLE PARKING 00 \ s� `\/66\\\\ IIIIIblt'(T' FEN E f�YP N89°5O'5q'E 150' SGOPE OF WORK (ABOVE -GROUND FUEL TANK) N26°58'59 °1 41.94' DOLLAR RENT- A- CAR (nC) -- -- MS iiii-liW=a6M N88°38'5411 155.8q' N31°51'54'1 40.18' (E) CONTINUOUS FENCE $ (N) GUARDRAIL 41111. 111111111 MM. OM milesimemmomminimummiwimilowjokaitionnommommammemme 1711,1a, 4M1 41•11 PROJECT DATA ZONING RC (REGIONAL COMMERCIAL) BUILDING BUILDING USE ADMINISTRATION OFFICE (1 FLOOR) MAINTENANCE OFFICE (1 FLOOR) CAR MAINTENANCE GUARDBOOTH SECURITY (1 FLOOR) QTA CAR WASH, FUEUNG S-1 (1 FLOOR) TOTAL BUILDINGS APNs PARCEL 1 222304-9101-02 PARCEL 2 222304-9015-07 SITE AREAS BUILDINGS 56,795 SF (E) LANDSCAPING 124,221 SF (N) LANDSCAPING 6,818 SF (E) PAVING 431,330 SF (N) PAVING 39.559 SF TOTAL SITE 658,723 SF OCCUPANCY B B S-1, H-3 U PARKING DATA SQUARE BUILDING FOOTAGE MAINTENANCE: MAINTENANCE OFFICE 9,600 SF (1 FLOOR) CAR MAINTENANCE 20,445 SF (1 FLOOR) ADMINISTRATION 16,515 SF (1 FLOOR) GUARDBOOTH 48 SF (1 FLOOR) QTA 10,187 SF (1 FLOOR) TOTAL PARKING STALLS BICYCLE PARKING BUILDING ADMINISTRATION (1 FLOOR) MAINTENANCE (1 FLOOR) QTA SHUTTLE PARK II (MC) Q 15 30 60 120 1"=50'-0" DATA SQUARE FOOTAGE 16,515 SF CLASSIFICATION SQUARE FOOTAGE TYPE III 16,515 SF TYPE III TYPE V TYPE III PARCEL 3 222304-9001-03 QUARTER: PARCEL 4 222304-9102-01 SECTION: TOWNSHIP: RANGE: PARKING REQUIREMENTS 1 STALL / 333 SF 1 STALL / 1000 SF 30,045 SF 48 SF 10.187 SF 56,795 SF SW 1/4 OF SW 1/4 22 231 V 4E., W.M. STALLS REQUIRED STALLS PROVIDED 29 31 21 23 1 STALL / 333 SF 50 54 1 STALL / 333 SF 1 1 1 STALL /1000 SF ___11 13 112 122 BICYCLE REQUIREMENTS 1 SPACE / 50 PKG STALLS SPACES REQUIRED 1 SPACES PROVIDED 1 30,008 SF 1 SPACE / 50 PKG STALLS 2 2 10,187 SF 1 SPACE / 50 PKG STALLS 1 1 SITE NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE CITY OF TUKWILA AND THE WASHINGTON STATE STANDARD SPECIFICATIONS. NO VARIANCE OR EXCEPTION IS REQUESTED. 2. EXISTING TOPOGRAPHIC SURVEY PERFORMED BY OTHERS. 3. NO ADJOINING DEEDS OR TITLE REPORTS ARE BEING SUBMITTED. 4. NO WORK SHALL START UNTIL NECESSARY PERMITS ARE OBTAINED FROM ALL INVOLVED AGENCIES. 5. ALL WORK SHALL BE DONE IN ACCORDANCE TO EXISTING SOIL REPORT. SEE CENDANTS PROJECT MANAGER FOR REPORT. 6. CENDANT, BLUNK DEMATTE1 ASSOCIATES (BDA) AND THE CITY OF TUKWILA SHALL BE NOTIFIED IN ADVANCE OF CONDITIONS THAT REQUIRE ANY CHANGES FROM THESE PLANS. 7. ANY NECESSARY TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST 'MANUAL OF TRAFFIC CONTROLS" PUBUSHED BY THE WASHINGTON DEPARTMENT OF TRANSPORTATION. 8. THE REMOVAL OF OBSTRUCTIONS (POWER POLES, FENCES, RETAINING WALLS, TREES, STRUCTURES, PIPEUNES, ETC.) SHALL BE AT THE CONTRACTOR'S EXPENSE. 9. EXISTING STORM DRAINAGE SYSTEM FOR SITE AREAS NOT MODIFIELD TO BE USED UNLESS SHOWN OTHERWISE ON THE PLAN. SEE CIVIL 10. DURING CONSTRUCTION, CONSTRUCTION CREWS SHALL UNDERTAKE A PROGRAM OF DUST CONTROL INCLUDING, BUT NOT LIMITED TO, WATERING SOIL SURFACES AS NEEDED TO PREVENT DUST BLOWING, COVERING TRUCKS CARRYING MATERIALS TO AND FROM THE SITE, AND FREQUENT CLEAN-UP (STREET SWEEPING) OF SOIL CARRIED BY CONSTRUCTION VEHICLE TIRES FROM THE SITE ONTO ROADWAYS. COMPLY WITH ALL NPDES REQUIREMENTS. SEE CIVIL 11. ALL EXCAVATIONS 4'-0' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO STATE LAW. 12. ALL EXISTING IMPROVEMENTS REMAINING AFTER DEMOUTION DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CENDANT, BDA AND THE CITY OF TUKWILA. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, TO ROADS OR ADJACENT PRIVATE PROPERTY, CAUSED BY HIS ACTIVITIES AND ALSO SHALL BE RESPONSIBLE FOR ANY OTHER WORK REQUIRED PREVENTING SUCH DAMAGE. 14. ALL DEBRIS AND UNSUITABLE MATERIAL WITHIN THE AREA OF WORK, WHICH ARE NOT INCORPORATED IN THE WORK, SHALL BE REMOVED TO A LEGAL DUMPSITE AT THE EXPENSE OF THE CONTRACTOR. 15. THE CONTRACTOR SHALL EXERCISE CARE WHEN WORKING NEAR EXISTING U11U11ES AND SHALL BE RESPONSIBLE FOR ALL DAMAGE, BREAKAGE OR LEAKS CAUSED BY HIS WORK. CALL USA 48 HOURS BEFORE DIGGING. 16. IF WORK IS NOT PERFORMED AT NIGHT, THERE SHALL BE NO HOLES OR STOCKPILES OF MATERIAL IN/ON THE AREAS WHERE VEHICULAR TRAFFIC MAY OCCUR FROM 8 PM TO 6 AM. ALL HOLES SHALL BE BACKFILLED OR PLATED FOR H-20 LOADING. 17. WHERE EXISTING ABANDONED UNDERGROUND U11U11ES ARE ENCOUNTERED AND THEY ARE IN CONFLICT WITH WORK ASSOCIATED WITH THIS CONTRACT, THE CONTRACTOR SHALL REMOVE THEM AS NEEDED AND DISPOSE OF THE MATERIAL ACCORDING TO THE LATEST OSHA REGULATION AND THE KING COUNTY REQUIREMENTS. NOTIFY CENDANT AND BDA WHEN EXISTING ABANDONED UNDERGROUND U11U11ES ARE ENCOUNTERED. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A PERMIT COPY OF CONSTRUCTION PLANS AT PROJECT SITE DURING CONSTRUCTION. 19. CONTRACTOR SHALL PROVIDE ONE SET OF DETAILED "AS -BUILT" PLANS SHOWING ALL DEVIATIONS, CHANGES, ADDITIONS AND DELETIONS FOR ALL WORK. 20. DIMENSIONS ARE EXACT AND NEED TO BE COORDINATED WITH FIELD CONDITIONS. 21. CURBS SHALL BE STRAIGHT UNE GRADED BETWEEN ALL JOINTS. 22. ALL SAW CUTS SHALL BE DONE ON A STRAIGHT UNE AND SHALL BE ACCEPTABLE TO BDA. SAW CUTS TO BE 1" DEEP MAX. 23. ALL STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE 'ATH CITY OF TUKWILA STANDARDS, SPECIFICATIONS, PLANS AND AMENDMENTS. 24. CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ALL EXISTING CONCRETE OR ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER AND SIDEWALK AND DELETERIOUS MATERIALS REQUIRED TO CONSTRUCT THE CONTRACT WORK. ALL EXCESS MATERIAL GENERATED BY DEMOLITION, EXCAVATION AND GRADING SHALL BE DISPOSED OF BY THE CONTRACTOR. DEMOLITION WORK NOT SHOWN IN ENTIRETY. 25. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTIUTIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF THIS CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE AND COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTAWNG NEW STRUCTURES, UTILITIES AND SERVICES TO THE OVERALL DEVELOPMENT. CONTRACTOR TO CONTACT USA REGARDING ALL UTILITIES. 26. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THESE DOCUMENTS, THE PAVEMENT SHALL BE REPLACED, AI- IEK PROPER BACKFIWNG, WITH PAVEMENT MATERIALS EQUAL TO, OR BETTER THAN, THE MATERIALS USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE SUBJECT TO THE APPROVAL OF BDA. 27. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CENDANT AND BDA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTY ARISING FROM THE SOLE NEGLIGENCE OF CENDANT OR BDA. 28. EXISTING U11U11ES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS; VERIFY IN FIEw. 29. ALL CROSS SLOPES AT WALKWAYS SHALL BE 1/471'-0" MAX. 30. SITE & PROPERTY ONES DIMENSIONS ARE PER SURVEY. SEE CIVIL HORIZONTAL CONTROL PLANS FOR ALL SITE DIMENSIONS AND CONTROL POINTS. 31. SEE CIVIL PLANS FOR REQUIRED WATER QUAUTY PROCEDURES DURING CONSTRUCTION. BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 TEL (650) 692-9911 rn FAX (650) 692-0181 En • • NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT SITE PLAN 1"1=50'- I ITAI BOUL DATE 11/22/04 JOB NO. 20457.06 All SHEET 5 OF 14 JV 1ECEPTICN 201 15/75 1 239 FUTURE SALES SUPPORT 223 1 SALES MANAGER SALES OFFICE 221 `SEI15 li e F_EET� MANAGER 244 A CITY MANAGER GY 1 TO ADMIN BLDG 1 11 If •. A •• A MATCHLINE p : CCI A is BREAKRCOM 11 ii TOS b 15 IT ROOM 121 TRAINING 15/75La I 15 LCCKERS CFFICE O FACP 15 DOCUMENT STORAGE WOMEN z_CEPTION LOCKERS UTTLE CHED. TRK MGR DAMAGE MGR OFFICE OPEN OFFICE FILES 15/75 15/75 CCPY/F4 F OFFICE OFFICE %1AI,1TENAi\ICE NAGER 113 — — — — e 15/75 / u 001 1� 1❑ 0 MAINTENANCE DIS RBUTION SU 'ERVISOR 156 15/75 0 0 ARTS MGR 0 PARTS STORAGE SCHEDULER TIRE STORAGE 139 1 0 w 0 a 0) 0 0 0 0 1 a STORAGE 150 0 0 0 0 x X } \xk-x / \xx 0 0 0 0 0 0 FIRE ALARM PLAN - MAINTENANCE BLDG. SCALE: 3/32"=1"-0" FILE ACCEPTED ❑ Without Comments (T AsNotedlnRed ❑ 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 idequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after its 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. ate: —O(p By: l NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result '.in a Re -inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMENA. Please call: 575.4407 and give this job No. O( -F-oo I and exact address for shut. down or restoration approval] FIRE COM LLC v777/7/7 -77/77,7,7777/y7/.7 PO Box 3932 Seattle WA 98124-3932 206-234-5700 DATE: 12/20/05 DRAWN: CEA CHECKED: JD APPROVED BY: JD PROJECT NAME: CENDANT CAR RENTAL 15820 Tukwila International Blvd. Tukwila, WA 98188 SCALE: NO. DATE REVISION BY 1 12/27/05 SCALE CHANGE CEA SHEET TITLE: FIRE ALARM PLAN - MAINTENANCE BLDG. JOB NUMBER: 05-142 FA -1 of 3 r 11 1 1 0 MAILROOM 209 15 RECEPT IONIS MATCHLINE a a 0 0 U 0 L 0 U z 0 04 0 v 0 cc w 6 0 a M 0 0 0 A -Q A -0 RECEPT ION 201 J e it Il (E) ELECTRICAL 1 ROOM 210 — J CONFERENCE 75 AM 211 DD 110 Or DOCUMENT STORAGE 1 216 A 410 t!I 15\ W 231 W I ZARD TRAINING 1 218 HALL 1 203 110 110 15/75 DD air ST 25 HALL 235 LF STORAGE 226 15 6-o J HALL IT/ TELECOM 225 234 15/75 COPY/FAX STORAGE 291 HAIL 1 202 FUTURE SALES SUPPORT 223 SALES MANAGER 222 SALES OFFICE 221 BREAK ROOM 1220 30 A OFFICE SUPPLIES/ STORAGE 230 rn u 75 �o—g 2B DISTRICT MANAGER o—e 235 A -Q DISTRICT MANAGER 15/75 o B 237 110 HALL 229 A -O STORAGE 246 HR [FF ICE 245 15 EOL B 15 • 15/75 P- 1 tN FLEET t:1 • \IAGER A -a HALL 239 ADMIN. ASSIST. 238 ()FIRE ALARM PLAN — ADMINISTRATION BLDG. SCALE: 3/32"=1'"-0" AIRPORT OPERA MGR. 1 240 a AIRPORT _ OPERA I IONS MGR 241 CITY MANAGE; 242 LA I (E) BOOT FOR SHUTTLES) O 0- A A SPR R. ( R U L.� >� ENLARGED FIRE SPRINKLER ROOM SCALE: 1/2"=r—O" FIRE COM LLC vi,e7/7777777/7/-7777777777,11 PO Box 3932 Seattle WA 98124-3932 206-234-5700 DATE: 12/20/05 DRAWN: CEA CHECKED: JD APPROVED BY: JD PROJECT NAME: CENDANT CAR RENTAL 15820 Tukwila International Blvd. Tukwila, WA 98188 SCALE: NO. DATE REVISION BY 1 12/27/05 SCALE CHANGE CEA SHEET TITLE: FIRE ALARM PLAN - ADMINISTRATION BLDG. JOB NUMBER: 05-142 FA -2 of 3 • 7 7 7 7 7 • 1.1 191 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 EOL © © © o © o m LEI On L111 LZ1 LEI LE1 UZI EOL 7 7 7 7 7 7 7 1!1 101 1411 1!1 1!1 t!1 1!1 1.1 t!1 1 1 1:1 ANN TO 120 VAC UNSWITCHED DEDICATED CIRCUIT TO TELCO ROOM FIRE ALARM RISER DIAGRAM SCALE: NONE 1 GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET - THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES, COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTED AT 48" TO 53" ABOVE THE FLOOR. 5. ALL INDOOR HORNS, STROBES, HORN STROBES, AND MINI HORN STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: A) 36" INCHES AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER B) NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 7. EXTERIOR HORN / STROBE SHALL BE MOUNTED ON THE TOP 2/3 OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 8. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. EQUIPMENT LEGEND DEVICE SYMBOL QUANTITY PART NUNMBER DESCRIPTION BACKBOX VACP1 1 5700 FIRE ALARM CONTROL PANEL - ADDRESSABLE INCLUDED 1 5860 ANNUNCIATOR INCLUDED ANN 1 SD505-APS SMOKE DETECTOR 4 SQ x 1-7/8" DEEP 15 SD500-PS PULL STATION 4 SQ x 1-7/8" DEEP F 16 SD500-MIM ADDRESSABLE INPUT MODULE 4 SQ x 1-7/8" DEEP AM 3 -- SPRINKLER TAMPER SWITCH -- T 13 -- SPRINKLER WATERFLOW SWITCH -- WF 1 -- SPRINKLER LOW AIR SWITCH -- LA 1 5499 POWER SUPPLY INCLUDED PS 9 -- DUCT DETECTOR -- DD ®4 26 P1224MC HORN STROBE - WALL MOUNTED 4 SQ x 1-7/8" DEEP ICI 1 PC1224 HORN STROBE - CEILING MOUNT 4 SQ x 1-7/8" DEEP 24 S1224 STROBE - WALL MOUNT 4 SQ x 1-7/8" DEEP t:1 3 SC1224 STROBE - CEILING MOUNT 4 SQ x 1-7/8" DEEP WIC OD 1 P1224MCK WEATHERPROOF HORNSTROBE INCLUDED WIRE LEGEND TYPE DESCRIPTION A 18 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE1 B 14 AWG, 2 CONDUCTOR 'FPLP' JACKETED CABLE1 C 18 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 FIRE CCM NW LLC V/7/7///7/7/z///f///////7 PO Box 3932 Seattle WA 98124-3932 206-234-5700 DATE: 12/20/05 DRAWN: CEA CHECKED: JD APPROVED BY: JD PROJECT NAME: CENDANT CAR RENTAL 15820 -Tukwila International Blvd. Tukwila, WA 98188 SCALE: NONE NO. DATE REVISION BY 1 12/27/05 SCALE CHANGE CEA SHEET TITLE: FIRE ALARM RISER AND EQUIPMENT LEGEND JOB NUMBER: 05-142 FA -3 of 3 FIRE FLOW. INFORMATION STATIC PRESSURE: 55 PSI DATE:AUGUST 9 2005 12:15PM RESIDUAL PRESSURE 30 PSI FLOW: 4000 GPM DATE: APRIL 12, 2005 (DATE OF REQUEST) BASED ON A HYDRAULIC MODEL LOCATION: INTERNATIONAL BLVD & S 160TH ST @ 536' PER: KING COUNTY WATER DISTRICT #125 RUSS (206) 242=9547 . r \8fiC85 ^g iew � �� i p��San 8y n� • z ins,;~;+�•� �li�gia ttifl to nip 11 co^omc°}S:ln�s uCOR ,toy Lie �,nsstb\c \\ ;;a-tlto, w col) 5�;- e; en c;, Pto a ar�tr1• bus . ,t cl-ra% '- \\ • ^ \oS' St FSW TO ADD A NEW YARD P.I.V. -AND 8' N.R.S. (_ CONTROL VALVE EXISTING 112" X 21/2" X 4"! jYARD F.D.C. TO J REMAIN AS IS EXISTING 8" SINGLE CHECK VALVE IN VAULT TO REMAI ASIS EXIST. -8'" oIP — / 3 , NEW ADMINISTRATION BUILDING (STING 8" SUPPLY TO EXISTING RISER ROOM FSW START POINT @ EXISTING RISERS EXISTING ELECTRIC .ALARM BELL TO REMAIN AS IS SERVED BY SYSTEM #3 1. INSTALL NEW YARD POST INDICATINGVALVE(P.I:V.) PERTUKWILAFIRE DEPARTMENT REQUIREMENTS. 2. INSTALL NEW. FIRE SPRINKLER SYSTEM THROUGHOUT NEW; MAINTENANCE BUILDING AND EXISTING BREEZEWAY PER TUKWILA .FIRE •DEPARTMENTREQUIREMENTS,': ,: , . 3. REUSE AND REMODEL EXISTING FIRE SPRINKLER SYSTEM IN; NEW ADMINISTRATION BUILDING FOR NEW WALL AND CEILING LAYOUT. 1. ELECTRICAL OF ANY TYPE. 2. STRUCTURAL VERIFICATION IF REQUIRED..., 3. ABATEMENT OF ANY TYPE • 4. PAINTING OF. ANY T,'PE. 5. OFF HOURS. 6. TAX:.. THROUGHOUT:.• PER NFPA #13 (1999 EDITION) AND THE TUKWILA FIRE DEPT. HAZARD: _ ORDINARY, GROUP I.& 1f .. E - EXISTING.SPRINKLER HEAD: R - SPRINKLER. HEAD TO BE RELOCATED. A - SPRINKLER HEAD TO BE ADDED. OP - SPRINKLER HEAD TO BE PLUGGED : ` // // SPRINKLER PIPE TO BE DEMOLISHED. • - EXISTING SPRINKLER PIPE.' NEW SPRINKLER PIPE. EXISTING BREEZEWAY SERVED BY SYSTEM #1 • It NEW CAR MAINTENANCE BUILDING SERVED BY SYSTEM #2 - ACCEPTE 0 *Without Comments As Noted in Red Per The Attached Letter ase plans have been reviewed by The Tukv;il�� Fire I f.:1178.3%.l !:!r cion r .._:r!_i. }.Si, '- c .. vv lice do nor :thtiOflS, CEC J}!j this date will void this acceptai i{::4 and tdJill rcqu 'i e a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: //-a8 By: i EIMI/�' ..� ' ' 1 l p ` J ‘ f6 ""'4.11 WY` -C71 'cM .(A4 `,_p., N pA /3 . L, TUKWILA FIRE DEPARTMENT, Please call: 575-440Z and give this job No. OSS- )-33 and exact address for shut• down or reutoratiQn approval' i - I — -— FIRE SPRINKLER SITE PLAN SCALE: 1"=50'-0" CONTRACT NAME: PAID NOV -3 2005 Tukwila Fire CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 MK REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES DATE BY 10-9-05 JS ADMINISTRATION BUILDING NODES A A A A APPROVALS REQUIRED: DISTRIBUTION: TUKWILA FIRE TUKWILA FIRE 1 W.S.R.B. W.S.R.B. OWNER/ARCHITECT OWNER/ARCHITECT 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6" WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. 1. FSW TO PROVIDE NEW YARD POST INDICATING VALVE (P.I.V.) AND 8° N.R.S. VALVE ON THE EXISTING FIRE SPRINKLER SUPPLY TO THE EXISTING FACILITY PER TUKWILA FIRE DEPT. REQUIREMENTS. 2. ALL OTHER EXTERIOR FIRE SPRINKLER SYSTEM COMPONENTS TO REMAIN AS EXISTING. CON -RAC] WI TH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 (425) 898-1688 FAX (425) 898-0885 KEVIN CHINN Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 14081 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NO. SHEET JIM STEWART JUNE 28, 2005 1-02-11-9132 1 OF 5 CONCRETE ROOF W/ CONCRETE BEAMS 2"X12"JOIST @ 2'-0" 0.0. T&G ROOF L 22" GLULAM BEAM @ 8'-0" 0.C. 2" SPRINKLER BRANCHLINE 34" GLULAM BEAM \-- SPRINKLER BRANCHLINE FINISHED FLOOR (0'-0") /3"PRINKLER MAIN " SPRINKLER MAIN., " SPRINKLER MAIN L MAINTENANCE 135 FINISHED FLOOR (-4'-1") FIRE SPRINKLER SECTION - MAINTENANCE BUILDING SCALE: 1/8"=1'-0' 0 SPRINKLER LINE CONCRETE ROOF CONCRETE BEAM " SPRINKLER MAIN DOCUMENT STORAGE 1 216_1 CONCRETE BEAM— FINISHED FLOOR (0'-0") 0 SPRINKLER LINE 0 CONCRETE BEAM HALL 2G i1 FIRE SPRINKLER SECTION - ADMINISTRATION BUILDING SCALE: 1/8"--.1'-0' 3" SPRINKLER MAIN SALES C-FICE 12211 STATIC PRESSURE: 61 PSIG MARCH 15, 2005 NOON {TOR) -4" RELIABLE D DRY PIPE VALVE FINISHED FLOOR DRY SYSTEM CAPACITY: 382 GALLONS II -I I (iUGI ,S) WAFER VALVE RISER LEGEND O1 4" GROOVED BUTTERFLY VALVE TYCO BFV-1 (NOTE: VALVE HAS TWO TAMPER SWITCHES, ALL WIRING TO BE DONE BY OTHERS) 0 4" FLOW SWITCH POTTER VSR-F (NOTE: ALL WIRING TO BE DONE BY OTHERS) 03 2" TEST AND DRAIN AGF 1011 U 2" MAIN DRAIN TO EXTERIOR OF BUILDING (GALVANIZED PIPE AND FITTING THROUGH WALL) O SPARE SPRINKLER CABINET (12 HEAD CAPACITY) O HIGH/LOW AIR PRESSURE SWITCH POTTER PS40-2A (NOTE: ALL WIRING TO BE DONE BY OTHERS) O PRESSURE TYPE FLOW SWITCH POTTER PS10-2A (NOTE: ALL WIRING TO BE DONE BY OTHERS) O TANK MOUNT AIR COMPRESSOR GENERAL LT425100A (425 GALLON CAPACITY) 115 VOLT, 1 PHASE, 1 HORSEPOWER (NOTE: ALL WIRING TO BE DONE BY OTHERS) O NOT SHOWN: AIR MAINTENANCE DEVICE TYCO AMD -1 O NOT SHOWN: 1/2" BLEEDER VALVE POTTER BLV 1000018 EXISTING FIRE SPRINKLER RISER SECTION (LOOKING SOUTH) 2 SCALE: 1/2'=1-0" U.L. BRACE TYPES TOLCO #980 SWIVEL BRACE f SCH TOLCO #980 SWIVEL BRACE ATTACHMENT AMP Ik 40 PIPE 1 f' J 1-P LONGITUDINAL SCH 40 PIPE 401P11 ATTACHMENT I�� S1O/ I TOLCO #1000 A P FAST CLAMP NI LATERAL SCH 40 PIPE 0'1 (til A r OI 41111 GI FASTOCLAMP TOLCO #4A PIPE CLAMP - TOLCO #980 BRACE SCH 40 PIPE io --12' TOLCO980 SWIVEL BRACE IL{ W RISER \`` SCH 40 PIPEr X1SWIVEL ATACHMENT 01 A' 171 TOLCO #1000 >A I I " FAST CLAMP TOLCO #4A PIPE CLAMP ` ATTACHMENT TOLCOF1000 CFLAMPT SCH 40 PIPE 4 -WAY 4 -WAY CCNTRACT NAME: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 CONTRACT WITH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 (425) 898-1688 FAX (425) 898-0885 KEVIN CHINN • • • HANGER LEGEND • • SPRINKLER LEGEND MK A A A A DATE 10-9-05 BY JS REVISIONS RISER, ADMIN SECTION, SWAY BRACE APPROVALS REQUIRED: TUKWILA FIRE DISTRIBUTION: TUKWILA FIRE 1 GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6" WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. DESIGN CRITERIA AND NOTES Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 14081 Q.C. FAB BY: DENNIS SMITH W.S.R.B. W.S.R.B. DESIGNER DATE I111 frEEVViilfit .J111 1100 Q.C. INSTALL BY: JOB NO. SHEET 2 OF 5 to FARE SPRINKLER RISER 12'120812 Pv EN 207 E N 206 r RECEPTIONIST L2 015 RECEPTION [2011 4 f E ENCS 21;j DOCUMENT .STORAGE 21 HAIL. 210 1 r- HAL - 202 5 r it 24-5 SALES- -- SALES r OFFICE' 221 I COPIER - II COPY 'J=�; A ST- AGE HALL_ 225 BRE:'; 0 Vi 220 HANGER LEGEND / 1 N / 6'-0" - G COL *i4'-611 3'-0" COL '10" COL PLAZA STOP J 251 I L.JL I H 235 . , r. j n. 233 IT/ TELEI0 2 .J 4 OFFICE SURPLIE S ,' STORAGE_ 1 230 S1OP.,AC- 2- '6 1 - OFFICE' 245 FL AN EET AGER - -i 411 H 2 �� 70 39 STRICT ki4NA3ER u CLST_R!CT MANAGER 237 HALL '229 ASS! ST. 2 8 AIRPORT OPE-ATION-S Pv'r 2-40 CL! _�I IRPORT -- OPERATIONS k,CR [ 241 ..CITY :1A_NA*EP, i24?1 (FO E; B O O THNtu., \ SHUTTLE� ,V, 250 REMOTE AREA THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER AN ORDINARY HAZARD, GROUP I DENSITY OF: ——0.15_GPMISF OVER 900 SF FSW FILE #: 9132-BREAK.SDF-- r. Rim 17'-61/2" IFOW i 1 /11/4T 10-0o\Oi 6RE,t\KROOM D22 REMOTE AREA THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER AN ORDINARY HAZARD GROUP II DENSITY OF: 0.20` GPM/SF OVER 900 SF FSW FILE #: 9132-UNIFORM.SDF (E ELEG`T I19 10-0— I 19 0-0 114-1— % % 0 5-04N 5-0 3 11) �$b ( i4\ 12 cn �\�\, / ►. 22 23 1/4 fli°1 1/4 A 1 j 5-0 ; --; 5-0 6-09:6k:cb = X n F59 LOCKERS - 1 °��`�f 1 0„,7/* - 1-0 - --- - 5'-0' I_ 5'-0" COL I COL 1 OFFICE 1-1--1-7 1 - 1 01 );1\-- SHI SCHFD tnv -/FE-9.5 F70 VI/Olv EN PRE -DRILLED HOLE INTO CONCRETE DECK 3/8' DROP-IN ANCHOR HILT! HDI -P HANGER RING GRINNELL FIG. 69 3/8' A.T.R. GRINNELL FIG. 146 DROP-IN ANCHOR HANGER TYPE F NO SCALE SAMMY SUPER SCREW SWG20 HANGER RING GRINNELL FIG. 69 EXISTING WOOD PURUN 318' A.T.R. GRINNELL FIG. 146 SAMMY SUPER SCREW SWG20 HANGER TYPE J NTS coe e<51-- \#) 5)4 lazeA<.%- 4:R.Ns? 044c A11 LOCKERS /F73 1-0 0-7 CV CO CD 9-6 CO 751' I SPRINKLER LEGEND LL rzs 9F: :=`-'HALL -7-In - /774 DF HALL! I UA FIRE SPRINKLER PLAN - BREEZEWAY CONTRACT NAME: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 SPRINKLER HEADS SPKR THRDS SPRINKLERS ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKS - UP & DN SYM TYPE MFG MODEL ORIFICE THREAD REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES TEMP FINISH CANOPY QTY MK DATE BY OPEN'G OPEN'G SYM UP DOWN 0 PENDENT TYCO TY -FRB 8.0 K 3/4” 155°F CHROME REC CHR 34 'A 8-29-05 JS LATEST CEILING PLAN UPRIGHT TYCO TY -FRB 8.0 K 3/4" 200°F BRASS N/A 10-9-05 JS SUBMITTAL #2 1/2" e 1" DRY HSW VIKING M -QR 8.0 K 3/4" 155°F CHROME FLSH CHR 1 A HDI -P TRAPEZE 3/4" 17/32" SPRAY 3/4" J SIDEWINDER 3/8" 7/16" 1/2" 1/2" SIDEWALL 1/2" TEMP RATING 0 APPROVALS REQUIRED: TUKWILA FIRE DISTRIBUTION: TUKWILA FIRE 200° W.S.R.B. W.S.R.B. TOTAL 108 OWNER/ARCHITECT OWNER/ARCHITECT 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. 1. WELDED PIPE TO BE ALLIED SUPERFLO WITH CENTRAL GROOVED FITTINGS. 2. THREADED PIPE TO BE ALLIED SUPER 40 WITH IMPORT CAST IRON FITI-INGS. CON TRACT 4\1 1H: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 (425) 898-1688 FAX (425) 898-0885 KEVIN CHINN Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 140B1 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NO. JIM STEWART JUNE 28, 2005 1-02-11-9132 SHEET 4 OF 5 RS IN ) FIR OOM • "E TO 3. Sas • 6,4 coo W000 CONSTRUCTION CONCRETE STRUCTURE 66) .�L — 6-1'%i 1 I / 34') (36 X38 t (` 35) 39} r r )--\ —) LFSTORAGE 1`PLUG� 226 4.: 1- PLUG (E) FI SPRINKLE 20 f-, DOCUMENT STORAGE 216 mI- 6(309) I 8 ';40/ c \ I x(328) i F ('329) {'41 i 42)i 8 1 X306) II \330) 331) 6 - -- i j _N Is JANIT I " 2'33 — M _ 1- 4 ---MEN — 1 r 232 510 •6 I HALL 235 1(45\ 1 `46 81C18/ I r1 332' (E) BOOTH (FOR SHUTTLERS) 250 --r BREEZEWAY (E) ? MEN 2D7—j HALL 225 I 01 1- -- —- - -- P°1-5134 237 1 MAN c GE HALL 203 C P_Y/FAX S ORAGE POIRT TIONS MGR. BREAK ROOM 220 ADMIN. ,ASSIST. 238 T S MGR BR EEZEWAY FLEET —__MANAGER 244 BREEZEWAY I91-1 } cl0✓Q,riS( pe heria e- t-eerks I -c SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT o�I'L FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" �UPERSCREWMANGER MATE 3/8" ALL THREAD ROD RING HANGER (4" AND SMALLER PIPE) HANGER B SUPERSCREW (WOOD) DROP-IN ANCHOR, 3/8" HDI -P 3/8" ALL THREAD ROD HANGER RING (4" AND SMALLER PIPE) HANGER F HDI—P ADMINISTRATION BUILDING PERMIT # CONTRACT NAME: Cendant Car Rental 15820 International Boulevard Tukwila, WA 98188 CONTRACT WITH: Chinn Construction P.O. Box 2137 Redmond, W /\ 98073 Kevin Chinn Phone: (425) 898-1688 HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A B C D E F G H J U—HOOK SUPER SCREW CONCRETE INSERT L M L—ROD WASHER PLATE N SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS- UP & DN SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY DESCRIPTION OPEN'G UP SYM OPEN'G DOWN C) UPRIGHT SIDEWALL TYCO TYCO TY -B 5.6 K 1/2" 155°F TY—B 5.6 K 1/2" 200°F BRASS BRASS N/A N/A 76 9 TOP BEAM CLAMP P POWDER DRIVEN STUD R WEDGE ANCHOR 1/2" 3/8" 7/16" 1/2" SPRAY O 1/2" 1/2" 1" DRY PEND TYCO TY- B 5.6 K 1/2" 155°F CHROME FLSH CHR 1 a A A DATE BY DESCRIPTION 00 • 1" 1- 0 1/2' HDI -P T TRAPEZE CEILING FLANGE U 3/4" 17/32" SPRAY 314" 1" 1" UPRIGHT TYCO TY—FRB 5.6 K 1/2" 155°F BRASS N/A 80 A n Oo OO 1" 1/2" d 1/2" • PENDENT TYCO TY—FRB 5.6 K 1/2" 155°F CHROME REC CHR 136 APPROVALS REQUIRED: DISTRIBUTION: SIDE BEAM BRACKET W SIDEWINDER X 112" 3/8" 7/16" UT SI DEWALL 1/2" 4 K SHORT CLIP Y 1" 1/2" DRYTYP 1" TEMP RATING 1" O 155° TUKWILA FIRE DEPT TUKWILA FIRE DEPT 1 0 200° OWNER /ARCHITECT OWNER /ARCHITECT 1 0 286° TOTAL 302 FIRE SYSTEMS WEST 1 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA#13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA#13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL NEW WET MAIN PIPE TO BE DYNA FLOW WITH CENTRAL GROOVED FITTGINS. 2. ALL NEW WET WELDED LINE PIPE TO BE DYNA FLOW WITH CENTRAL GROOVED FITTINGS. 3. ALL NEW THREADED LINE PIPE TO BE IMPORT SCHEDULE 40 WITH IMPORT CAST IRON FITTINGS. 4. ALL NEW DRY MAINS TO BE IMPORT SCHEDULE 10 WITH CENTRAL GROOVED FITTINGS. 5. ASSUMED: ACT CEILINGS © 9'-0" AND GWB CEILINGS © 8'-6". Fax: (425) 898-0885 Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER JIM STEWART OCTOBER 3, 2005 1-02-11-9132 SHEET 50F5 MAILROOM 209 0 (E) ELECTRICAL m -ROOM 210 I 1 L (E) FIRE SPRINKLE RISER A I 4 107 109 ;'11o> (E) MEN -207_ (E) WOMEN 206 I HALL' 204 RECEPTION ST 2 I 05 J _. . EC EPTI O N- 1 201 • { 4 CO 1- 00 CO co CO 8 8 8 L- 8 8 8 ID DOCUMENT STORAGE 4 216 co CO STOR: __- 4 251 _WOMEN 231 1 I � LF STORAGE X 226 L F - HALL 225 HALL 235 I Li .JAN!:TOR 2s3 14- _ -MEN 232 lal TELEQM 234 8 8 'OFFICE SUPPLIES :._F STORAGE 230 8, - 8 8 8 DISTRICT MANAGER 236 r 2 2 9-0 8-0 .I. (E) BOOTH (FOR SHUTTLERS) 1 11-10 T- 250 r-. 90 30 0 >' CONFERENCE rvo%I 211 j' 84-1 HA L WIZARD TRA NING G18 'I COPY/FAX STbRAGE r` _2i HALL 202 -BREAK ROOM 220 a !L Jl. SALES MANAGER --222_ A U -HOOK 11 1 223 { 1'; FUTURE SALES' SUPPORT 1 1': SALES - OFFICE-- , 221 FFICE--,221 STORAGE {2 46 HR OFFICE 2451 237 HALL 229 DMIN. ' S SISI. j1 238 1 j FLEET MANAGER 244 1 9-0 1 9-0 7-11 1'4 4-1 1 lit 12-0 1 12-0 1 BREEZEWAY 9-0 1 9-0 7-11 14 4-1 1-0 12-0 12-0 r ; 4 1'' 1'/: CITY MANAGER -e+$ G -T MANAGER 11-0 11-0 BREEZEWAY - MN, MOM - MOM 1111EM IMO MEI MO, MIS NM MIMS MN 1 1 --0 1 671 8.0 1'4 685 12-0 2 688 LJ 8-0 2 4-0 -1 689) 12-0 12-0 9-0 1 9-0 9-0 7-11 14 1'.%4 HANGER LEGEND L 9.0 7-11 4-1 SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT 299 711 701! 301 02'> 2) 77�f (70�-- 713 SKYLIGHT SKYLIGHT SKYLIGHT SKYLIGHT 4.0 - (303 (703 1 12-0 1 4-0 319 714) 12-0 0 ( 5) 12-0 INNS MOM C74) 12-0 12-0 MOI MIN 1111MI 111••• 1 14: 1 11-0 `2-10'4 3-1'4 N 2-- 2 2 2 ,114 1'.h 1',2 1-0 L2�/-�-'., p N1 8-0 8-0 10-0 2 FIRE SPRINKLER PLAN SCALE: 1181"= 1'-0" 0 10-0 BREEZEWAY 2 2 10-0 10-0 0 10-0 2-2 N tb 7-10 L DRY SYSTEM INSPECTORS TEST 112 1'.4 10-0 10-0 0=6 SUPERSCREW/HANGER MATE 3/8" ALL THREAD ROD RING HANGER (4" AND SMALLER PIPE) HANGER B SUPERSCREW (WOOD) CONC DECK DROP-IN ANCHOR, 318" HDI -P 3/8" ALL THREAD ROD (4" AND SMALLER PIPE) HANGER F HDI -P ADMINISTRATION BUILDING PERMIT # CONTRACT NAME: Cendant Car Rental 15820 International Boulevard Tukwila, WA 98188 L -ROD SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES B SUPER SCREW M WASHER PLATE C D CONCRETE INSERT TOP BEAM CLAMP N SPKR. THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS - UP & DN SYM TYPE MFG DOWN @ UPRIGHT TYCO UP +24 SIDEVVALL TYCO MODEL TY -B ORIFICE 5.6 K THREAD 112" TEMP 155°F FINISH BRASS CANOPY QTY 76 MK DATE DATE BY BY DESCRIPTION DESCRIPTION TY -B 5.6 K 1/2" 200°F BRASS 9 POWDER DRIVEN STUD WEDGE ANCHOR 1/2" SPRAY 1/2" 1/2" 1" Z DRY PEND TYCO TY -B 5.6 K 1/2" 155°F CHROME FLSH CHR 1 0 1" 1" 1/2" HDI -P TRAPEZE CEILING FLANGE 314" 17/32" SPRAY • 1' 0 UPRIGHT TYCO TY -FRB A A A 5.6 K 1/2" 155°F BRASS 80 1/2" 1/2' 0 PENDENT TYCO SIDE BEAM BRACKET J SIDEWINDER TY -FRB 5.6 K 1/2" 155°F CHROME REC CHR 136 A SIDEWALL K SHORT CLIP 1" 1/2" DRY TYP 1. TEMP 0 RATING 200° 1" APPROVALS REQUIRED: TUKWILA FIRE DEPT DISTRIBUTION: TUKWILA FIRE DEPT 1 OWNER /ARCHITECT 0 286° TOTAL 302 OWNER /ARCHITECT FIRE SYSTEMS WEST 1 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. DESIGN CRITERIA AND NOTES 1. ALL NEW WET MAIN PIPE TO BE DYNA FLOW WITH CENTRAL GROOVED FITTGINS. 2. ALL NEW WET WELDED LINE PIPE TO BE DYNA FLOW WITH CENTRAL GROOVED FITTINGS. 3. ALL NEW THREADED LINE PIPE TO BE IMPORT SCHEDULE 40 WITH IMPORT CAST IRON FITTINGS. 4. ALL NEW DRY MAINS TO BE IMPORT SCHEDULE 10 WITH CENTRAL GROOVED FITTINGS. 5. ASSUMED: ACT CEILINGS @ 9'-0" AND GWB CEILINGS @ 8'-6". CONTRACT WITH: Chinn Construction P.O. Box 2137 Redmond, WA 98073 Kevin Chinn Phone: (425) 898-1688 Fax: (425) 898-0885 Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET JIM STEWART OCTOBER 3, 2005 1-02-11-9132 FIRE FLOW INFORMATION STATIC PRESSURE: 45 PSI RESIDUAL PRESSURE: 30 PSI FLOW: 4000 GPM DATE: APRIL 12, 2005 (DATE OF REQUEST) BASED ON A HYDRAULIC MODEL LOCATION: INTERNATIONAL BLVD & S 160TH ST @ 536' PER: KING COUNTY WATER DISTRICT #125 RUSS (206) 242-9547 04l'Nt` SV" • ste�a�Jc o\ �o� o n'<as�� �'o Aon e�`ab�t�a1at C. e.\(�' 'lig c5\b� hyo On�S yl.��,S \.. O:i �iGc`'sy C:L ��f,Co t°t S �on"c3t,t�s d �i���` y•\\ ,$ va��o y,U Eic� �Qe 10. ,� oa S\'4','4j gyp; - Pc /- \ 2 . i ' r --- • -- —4 IL• - tib /� %moi 7- - • --'I.—r :_%� - ._ - -4 --! —I —r -- — y- i // 1FSVV TO ADD A NEW:; YARD J.V.Q --AND S' N.R.S. CONTROL VALVE• "! EXISTING 2112"X2112'X4 YARD F.D.C. TO REMAIN AS IS' t i _ - IA.. -- D I I I __ _ T go / j '‘,//5/-.,..s-„,<- -` 7 i 'ti ~sem r,- ` l' 1 I ------- — —I i' 1 , EXISTING 8' SINGL CHECK VALVE IN' /As Is ydrait 1 NEW ADMINISTRATION BUILDING SERVED BY SYSTEM #3 ISTING 8" SUPPLY To ExisTING RISER ROOM Bug c REMAIN AS IS EXISTING BREEZEWAY SERVED BY SYSTEM #1—I NEW CAR MAINTENANCE BUILDING SERVED BY SYSTEM ti2 • FIRE SPRINKLER SITE PLAN SCOPE OF WORK 1. INSTALL NEW YARD POST INDICATING VALVE (P.I.V.) PER TUKWILA FIRE DEPARTMENT REQUIREMENTS. 2. INSTALL NEW FIRE SPRINKLER SYSTEM THROUGHOUT NEW MAINTENANCE BUILDING AND EXISTING BREEZEWAY PER TUKWILA FIRE DEPARTMENT REQUIREMENTS. 3. REUSE AND REMODEL EXISTING FIRE SPRINKLER SYSTEM IN NEW ADMINISTRATION BUILDING FOR NEW WALL AND CEILING LAYOUT. EXCLUSIONS 1. ELECTRICAL OF ANY TYPE. 2. STRUCTURAL VERIFICATION IF REQUIRED. 3. ABATEMENT OF ANY TYPE. 4. PAINTING OF ANY TYPE. 5. OFF HOURS. 6. TAX. DESIGN CRITERIA THROUGHOUT: PER NFPA #13 (1999 EDITION) AND TFIE TUKWILA FIRE DEPT. HAZARD: ORDINARY, GROUP 1 & 11 SYMBOL LEGEND E - EXISTING SPRINKLER HEAD. OR_ SPRINKLER HEAD TO BE RELOCATED. eA_ SPRINKLER HEAD TO BE ADDED. OP - SPRINKLER HEAD TO BE PLUGGED. // // SPRINKLER PIPE TO BE DEMOLISHED. EXISTING SPRINKLER PIPE. NEW sPRINKLER PIPE. ACCEPTED El Without Comments 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 tit) errors and omissions which do not authorize violabons 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 thisacceptance and wilt require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Ihspection by The Tukwila Fire Prevention Bureau. Date: e//0/05--- By: Please call: 575-4407, and give this job and xact address for shut. down or restoration approval, CONTRACT NAME: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98F 1 CeNHAlcill\NN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 (425) 898-1688 FAX (425) 898-0885 KEVIN CHINN juL 11 2005 REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES MK DATE BY A A A APPROVALS REQUIRED: DISTRIBUTION: TUKWILA FIRE TUKWILA FIRE W.S.R.B. W.S.R.B. OWNER/ARCHITECT 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. 1. FSW TO PROVIDE NEW YARD POST INDICATING VALVE (P.I.V.) AND 8' N.R.S. VALVE ON THE EXISTING FIRE SPRINKLER SUPPLY TO THE EXISTING FACILITY PER TUKWILA FIRE DEPT. REQUIREMENTS. 2. ALL OTHER EXTERIOR FIRE SPRINKLER SYSTEM COMPONENTS TO REMAIN AS EXISTING. Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 1 40B1 Q. C . FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NO. SHEET JIM STEWART JUNE 28, 2005 1-02-11-9132 CONCRETE ROOF W/ CONCRETE BEAMS FINISHED FLOOR (0'-0") 2"X12"JOIST @ 2'-0" O.C. 1 T&G ROOF \. 22" GLULAM BEAM \ @ 8'-0" 0.C. MAINTENANCE 135 FINISHED FLOOR (-4'-1") 34" GLULAM BEAM FIRE SPRINKLER SECTION - MAINTENANCE BUILDING SCALE: 1/8"=V-0' Qv 44 .444+4 AJ FIRE SPRINKLER SECTION - ADMINISTRATION BUILDING SCALE: 1/8"=V-0" CEILING T NEW 4" POTTER 1 FLOW SWITCH STATIC PRESSURE: 61 PSIG MARCH 15, 2005 NOON FINISHED FLOOR NEW 4" POTTER FLOW SWITCH 1 (BOR) I I 0 co 4° RELIA: LE D DRY PIPE VALVE 4"KENN:DY WAFER VAL E (S) EXISTING FIRE SPRINKLER RISER SECTION (LOOKING SOUTH) SCALE: 112"=1-0' CONTRACT NAME: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES MK A A A A A DATE BY APPROVALS REQUIRED: DISTRIBUTION: TUKWILA FIRE TUKWILA FIRE 1 W.S.R.B. W.S.R.B. 1 OWNER/ARCHITECT OWNER/ARCHITECT 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6" WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA#13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. CONTRACT WITH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 (425) 898-1688 FAX (425) 898-0885 KEVIN CHINN Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 140B1 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER DATE JOB NO. SHEET JIM STEWART JUNE 28, 2005 1-02-11-9132 2 OF 5 —/ roaa — roa.° roa a roa.° - roan 1-0 CO UTILE' 1=CED. OPEN OFFIC O 1107 E1 rnpIF ILES °11— ILQ(3 E T17 L A11 4 4 7-11 2- 2 (B/B) (1-5) (16)N (BIB) J10 O J10 N N O CKERS r--- --- J,0 J,U 1 1 Q 1 MAINTENANCE J10 J10 RAISED FLOOR CONSTRUCTED dF WOOD NO ACCESS BELOW FLOOR NO SPRINKLERS BELOW FLOOR REMOTE AREA THIS AREA HAS BEI CALCULATED TO DE HAZARD, GROUT 0.20 GPM/SF N HYDRAULICALL IVER AN ORDINAR IY II DENSITY OF: VER 1500 SF (_ FSW FILE #: 91 B2-MAINT.SDF N N N N toCNI 1 CVO ; `W4J 1 N • 1 i�.°°1 1 ^; 54 a11' C PARTS 0' 11 3 v9 J;o Ngo Q9 `-o MGR. O 1 N' -o �°`h\ j fir: 13 6 ��o�`'�P NO ,�;y\ NO ;•111 1 NO NO 4 N%O \r i In NI mQ 4 QJ4 4 11 / t it/6-0 6-0 12-0 6-0 6-0 CV CV CV LO PARTS STORAGE TT- 1 I J10 J10 L 5 152 L FIRE SPRINKLER PLAN - MAINTENANCE SCALE: 1/8'.1'-0' p 20 T 1 o ,q ssrfA R N/c7A l3 yep 0 to>✓ e..) t-eNd E - ./--a c'4'puce-14- 77 /cf.1. / °NL�ss 1)1ose... �-/iI �r —7i� �,w�If;onts t�F f'/klG eA I f S c� JJ /9 -CG S filee /l (�/S/� f CONTRACT NAME: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 CONTRACT WITH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 (42898-168 FAX 89880885 KEVIN CHINN HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES B SUPER SCREW SPKR THRDS SPRINKLERS ORIFICE SIZES AND TYPE UPRIGHT PENDENT SPRINKS - UP & DN SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY TEE SIZE OPEN'G UP SYM OPEN'G DOWN 0 PENDENT TYCO TY -FRB 8.0 K 3/4" 155°F CHROME REC CHR 180 A UPRIGHT TYCO TY -FRB 8.0 K 3/4" 200°F BRASS N/A 57 A 1/2" 3/8" 7/16" 1/2" SPRAY O 1/2" 1/2" 1" A O 0 1" 1" 1/2" A F HDI -P T TRAPEZE 3/4" 17/32" SPRAY 0 3/4" 1" 1" A 1" 1/2" 1/2" APPROVALS REQUIRED: DISTRIBUTION: J SIDEWINDER 1/2" 3/8" 7/16" 1/2" SIDEWALL 4 1/2" TEMP 1 RATING 1" "DRY PEND 0 155° TUKWILA FIRE TUKWILA FIRE 0 2000 W.S.R.B. W.S.R.B. 1 0 286° TOTAL 237 OWNER/ARCHITECT OWNER/ARCHITECT 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6" WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. 1. WELDED PIPE TO BE ALLIED SUPERFLO WITH CENTRAL GROOVED FITTINGS. 2. THREADED PIPE TO BE ALLIED SUPER 40 WITH IMPORT CAST IRON FITTINGS. 3. SPRINKLER DROPS TO BE 1'-31/4" LONG UNLESS NOTED OTHERWISE. 4 5 6 789 10 11 12 13 14 15 16 Fire 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 140B1 Q.C. FAB BY: DENNISSMITH DESIGNER DATE Q.C. INSTALL BY: JOB NO. / / SHEET JIM STEWART JUNE 28, 2005 1-02-11-9132 3OF5 20-10 - D0CdMENT STORAGE STORAGE 123- LAGE CONFERENCE' JA N I T O R- 233 WH IES'` ; TELECOM CONFERENCE WIZARD TRAINING RECEPTI 2G1 REMOTE AREA THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER AN ORDINARY HAZARD, GROUP I DENSITY OF: — —0.15-GPMISF OVER 900 SF CITY M AN -A GER 17'-61/2" REMOTE AREA THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER AN ORDINARY HAZARD, GROUP II DENSITY OF: 0.20 GPM/SF OVER 900 SF FSW FILE #: 9132•UNIFORM.SDF f 'I PLAZA GENE STOR SECU F66 STOR 4'-101/2" j I j' C0L COPIEEff Level °. 111 FIRE SPRINKLER PLAN - BREEZEWAY SCALE: 1/8°=V-0' CONTRACT NAME: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 CONTRACT WITH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 898-168 FAX )(425) 89880885 KEVIN CHINN HANGER LEGEND SPRINKLER LEGEND SPKR THRDS SPRINKLERS RIFICE SIZES UPRIGHT PENDENT AND TYPE SPRINKS - UP & DN SYM TEE SIZE OPEN'G UP OPEN'G DOWN SPRINKLER HEADS TYPE MFG MODEL PENDENT TYCO TY -FRB UPRIGHT TYCO TY -FRB DRY HSW VIKING M -QR REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES ORIFICE THREAD TEMP FINISH CANOPY 8.0 K 3/4" 155°F CHROME REC CHR 8.0 K 3/4" 200°F BRASS MK DATE BY 8.0 K 3/4" 155°F CHROME FLSH CHR TRAPEZE 17/32" APPROVALS REQUIRED: SIDEWINDER 3/8" 7/16" 1/2" SIDEWALL TEMP RATING TUKWILA FIRE W.S.R.B. TOTAL OWNER/ARCHITECT DISTRIBUTION: TUKWILA FIRE W.S.R.B. OWNER/ARCHITECT 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6") WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. 8 9 10 11 12 13 14 15 16 Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 14061 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: DESIGNER JIM STEWART JUNE 28, 2005 JOB NO. SHEET 1-02-11-9132 r_ LF STORAGE J 226 S I0RACL (E)MAL/ CHAN CELECTRIAL 227 (E) MECHANICAL 228 4 F 20-10 DOCLMENT STORAGE HALL 12041 LARGE CC -N FEF?E - STORAG HALL CONFEEENCE FAX RAG 1 -A1" ORT E R -A TI-O_S.- N -41C R -241 -' RFC -EP TI 201-1 A LES M4NAG= RE 222: v REMOTE AREA THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER AN ORDINARY HAZARD, GROUP 1 DENSITY OF: 0.15.GPM/SF OVER 900 SF FSW FILE #: 9132-BREAK.SDF — -w. et 17'-6 1/2' IFO111 N 1-0 4 —J 0 U CB -1 REMOTE AREA THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER AN ORDINARY HAZARD, GROUP II DENSITY OF: 0.20 GPM/SF OVER 900 SF FSW FILE #: 9132-UNIFORM.SDF tL FIRE SPRINKLER PLAN -ADMINISTRATION SCALE:118'=1'-0' (r) ,jest. Inc. Level 111 4 (char (too r fir/ 10.47.41 Siyn. tur . 'at�': i, j, 4..)ii4„1 -tr°n Sp YnkI tO.1 ." h 49h Dec ti CONTRACT NAME: CENDANT CAR RENTAL 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98188 CONTRACT WITH: CHINN CONSTRUCTION P.O. BOX 2137 REDMOND, WA 98073 898-168 FAX )(425) 89880885 KEVIN CHINN HANGER LEGEND SPRINKLER LEGEND SPRINKLER HEADS REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A U -HOOK L L -ROD B SUPER SCREW M WASHER PLATE C CONCRETE INSERT N SPKR SPRINKLERS TL T ORIFICE SIZES UPRIGHT AND TYPE PENDENT SPRINKS - UP & DN SYM TYPE MFG MODEL ORIFICE THREAD TEMP FINISH CANOPY QTY MK DATE BY TEE SIZE OPEN'G UP SYM OPEN'G DOWN A A D TOP BEAM CLAMP P POWDER DRIVEN STUD E R WEDGE ANCHOR 1/2" 3/8" 7/16" 1/2" SPRAY 0 1/2" 1/2" 1" 0 0 0 1" 1" 1/2" F HDI -P T TRAPEZE G CEILING FLANGE U 3/4" 17/32" SPRAY 0 3/4" 1" 1" A A 0 0 1" 1/2" 1/2" APPROVALS REQUIRED: DISTRIBUTION: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1'-6" WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADDAQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTITIVE. H SIDE BEAM BRACKET W J K SIDEWINDER SHORT CLIP X 1/2" 3/8" 7/16" 1/2" SIDEWALL 1/2" 1 1" 1/2" DRY PEND TEMP RATING 0 155° TUKWILA FIRE TUKWILA FIRE 0 200° W.S.R.B. W.S.R.B. 1 0 286° TOTAL OWNER/ARCHITECT OWNER/ARCHITECT 1 23 4 5 67 89 10 11 12 13 14 15 16 Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL #FIRESWI 140B1 Q.C. FAB BY: DENNIS SMITH Q.C. INSTALL BY: / DESIGNER DATE JOB NO. SHEET JIM STEWART JUNE 28, 2005 1-02-11-9132 5 OF 5 (E) SIGN TO REMAIN IN/ (N) BLANK FACING (E) LANDSCAPING (E) GEL PHONE TOWER (N.1 .C.) 10' X 40' STORAGE CONTAINER (N) PERVIOUS PAVING DEMOLISHED THEATER (E) FIRE HYDRANT) (E) LANDSCAPING (TVP) —� PROJECT DATA LOT COVERAGE BUILDING + CANOPY AREA / SITE AREA = LOT COVERAGE 67,399 SF /657,171 SF = ±10.3% ZONING RC (REGIONAL COMMERCIAL) PROJECT DESCRIPTION DEMOLITION. OF PART OF (E) THEATER, REMODEL OF THEATER CONCESSION AREA INTO ADMINISTRATION OFFICES, REMODEL OF BOWLING ALLEY INTO CAR MAINTENANCE FACILITY WITH ADMINISTRATIVE OFFICES, CONSTRUCTION OF NEW QTA FACILITY, SITE PAVING, LANDSCAPING AND FENCING & GUARD BOOTH FOR SITE SECURITY: BUILDING ADMINISTRATION (1 FLOOR) MAINTENANCE (1 FLOOR) QTA (1 FLOOR) GUARDBOOTH (1 FLOOR) CANOPIES EXISTING NEW PARKING DATA BUILDING USE OFFICE OFFICE CAR MAINTENANCE GAS ISLAND 8c CARWASH SECURITY , 615 SF 8,968 SF BUILDING ADMINISTRATION (1 FLOOR) MAINTENANCE OFFICE (1 FLOOR) CAR MAINTENANCE (1 FLOOR) QTA (1 FLOOR) GUARDBOOTH (1 FLOOR) TOTAL PARKING STALLS BICYCLE PARKING BUILDING ADMINISTRATION (1 FLOOR) MAINTENANCE (1 FLOOR) QTA (1 FLOOR) SQUARE FOOTAGE 16,328 SF 9,866 SF 20,144 SF 3,735 SF 48 SF DATA SQUARE FOOTAGE 16,328 SF 30,010 SF 3,735 SF E) LANDSG. ADMINISTRATION FACILITY (EXISTING THEATRE CONCESSIONS) SEE A2.I -(N) BOLLARDS PLAZA CANOPY MODIFY CURBS, LANDSCAPING $ DRIVE AISLES AS REG'D FOR FIRE TRUCK ACCESS AS SHOWN (E) LANDSCAPING (E) CONC. SLAB PLAZA (E) LANDSCAPING --OWWWr---MOMdioW-- WWWWOIRIW --X11--11111.111WINIOIMP —OMOIWWWW-- (N) MAN -GATE W/ PIN -PAD SECURITY SITE PLAN MAINTENANCE FACILITY (EXISTING BOWLING ALLEY) SEE Al2.1 (N) CANOPY FIRE TRUCK ACCESS ROUTE - 20'-0" MIN. WIDE (TVP SHOWN DASHED) 5 • t Nz• G - ENTR EXIT CAR ENTRY / SLIDING GATES \ 6'XS'GU W/ FLUSH - TEETH / G MAINTENANCE CAR STORAGE -0 IG CHAIN LINK FENCE W/ BARBED WIRE $ GUARDRAIL (TVP) (E) LANDSCAPING (E) LANDSCAPING -----------do-- --_I.1 OND --'rte'_--.•••••/r—OWNM=iii.—ell ammonia, -- ammo, —ow IWO 11111,1111111= OW al* Ond 11•011•11110 ink S on, wwidimiwo NO 01.111WW•11 OW OW 41WWWWWilli OW die WOONOWO1 OND 160TH STREET SURVEY DATA SOURCES: PROPERTY LINES: TRIAD ASSOCIATES, 04/12/04 PARKING ISLANDS: BREWER WESTBERG ARCHITECTS, 1/14i/54 OCCUPANCY B B S-1 S-1 U CLASSIFICATION SQUARE FOOTAGE TYPE III 16,328 SF PARKING REQUIREMENTS 1 STALL / 333 SF 1 STALL / 333 SF 1 STALL / 1000 SF 1 STALL / 1000 SF 1 STALL / 333 SF TYPE III TYPE II TYPE II BICYCLE REQUIREMENTS 1 SPACE / 50 PKG STALLS 1 SPACE / 50 PKG STALLS STALLS REQUIRED 50 3.0 21 4 1 106 SPACES REQUIRED 1 1 SPACE / 50 PKG STALLS 1 1°=40'- 0" NOTE: SITE SURVEY CURRENTLY BEING COMPLETED TO OBTAIN AS -BUILT CONDITIONS 30,010 SF 3,735 SF 48 SF STALLS PROVIDED 69 40 25 5 1 140 SPACES PROVIDED 1 RECET� KDJII P AUG 3 . 2004 pERM�T CENTER 1 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 El TEL (650) 692-9911 Ma FAX (650) 692-0181 N 0. REVISION DATE THE CONTRACTOR RESPONSIBILITY AOLL FIELD CONDITIONS ANDCOMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCOIJSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 0 0 CC J. W E6 CC COO) z0= CD _ o�1 U¢. cct 0 ... —% WINS. 8(..);(212 ao O II z 0..LU U3 DATE 7/29/04 JOB NO. 20457. A1.1 SHEET 1 OF 7 (N) CAR (E) LANDSCAPING 1 STORAGE (N FLEET) 42 ST01�4GE \\ (E) GEL PHONE TOWER (N.1 .C.) 10' X 40' STORAGE CONTAINER (N) PERVIOUS PAVING DEMOLISHED THEATER (E) FIRE HYDRANT) (E) LANDSCAPING (TVP) —� PROJECT DATA LOT COVERAGE BUILDING + CANOPY AREA / SITE AREA = LOT COVERAGE 67,399 SF /657,171 SF = ±10.3% ZONING RC (REGIONAL COMMERCIAL) PROJECT DESCRIPTION DEMOLITION. OF PART OF (E) THEATER, REMODEL OF THEATER CONCESSION AREA INTO ADMINISTRATION OFFICES, REMODEL OF BOWLING ALLEY INTO CAR MAINTENANCE FACILITY WITH ADMINISTRATIVE OFFICES, CONSTRUCTION OF NEW QTA FACILITY, SITE PAVING, LANDSCAPING AND FENCING & GUARD BOOTH FOR SITE SECURITY: BUILDING ADMINISTRATION (1 FLOOR) MAINTENANCE (1 FLOOR) QTA (1 FLOOR) GUARDBOOTH (1 FLOOR) CANOPIES EXISTING NEW PARKING DATA BUILDING USE OFFICE OFFICE CAR MAINTENANCE GAS ISLAND 8c CARWASH SECURITY , 615 SF 8,968 SF BUILDING ADMINISTRATION (1 FLOOR) MAINTENANCE OFFICE (1 FLOOR) CAR MAINTENANCE (1 FLOOR) QTA (1 FLOOR) GUARDBOOTH (1 FLOOR) TOTAL PARKING STALLS BICYCLE PARKING BUILDING ADMINISTRATION (1 FLOOR) MAINTENANCE (1 FLOOR) QTA (1 FLOOR) SQUARE FOOTAGE 16,328 SF 9,866 SF 20,144 SF 3,735 SF 48 SF DATA SQUARE FOOTAGE 16,328 SF 30,010 SF 3,735 SF E) LANDSG. ADMINISTRATION FACILITY (EXISTING THEATRE CONCESSIONS) SEE A2.I -(N) BOLLARDS PLAZA CANOPY MODIFY CURBS, LANDSCAPING $ DRIVE AISLES AS REG'D FOR FIRE TRUCK ACCESS AS SHOWN (E) LANDSCAPING (E) CONC. SLAB PLAZA (E) LANDSCAPING --OWWWr---MOMdioW-- WWWWOIRIW --X11--11111.111WINIOIMP —OMOIWWWW-- (N) MAN -GATE W/ PIN -PAD SECURITY SITE PLAN MAINTENANCE FACILITY (EXISTING BOWLING ALLEY) SEE Al2.1 (N) CANOPY FIRE TRUCK ACCESS ROUTE - 20'-0" MIN. WIDE (TVP SHOWN DASHED) 5 • t Nz• G - ENTR EXIT CAR ENTRY / SLIDING GATES \ 6'XS'GU W/ FLUSH - TEETH / G MAINTENANCE CAR STORAGE -0 IG CHAIN LINK FENCE W/ BARBED WIRE $ GUARDRAIL (TVP) (E) LANDSCAPING (E) LANDSCAPING -----------do-- --_I.1 OND --'rte'_--.•••••/r—OWNM=iii.—ell ammonia, -- ammo, —ow IWO 11111,1111111= OW al* Ond 11•011•11110 ink S on, wwidimiwo NO 01.111WW•11 OW OW 41WWWWWilli OW die WOONOWO1 OND 160TH STREET SURVEY DATA SOURCES: PROPERTY LINES: TRIAD ASSOCIATES, 04/12/04 PARKING ISLANDS: BREWER WESTBERG ARCHITECTS, 1/14i/54 OCCUPANCY B B S-1 S-1 U CLASSIFICATION SQUARE FOOTAGE TYPE III 16,328 SF PARKING REQUIREMENTS 1 STALL / 333 SF 1 STALL / 333 SF 1 STALL / 1000 SF 1 STALL / 1000 SF 1 STALL / 333 SF TYPE III TYPE II TYPE II BICYCLE REQUIREMENTS 1 SPACE / 50 PKG STALLS 1 SPACE / 50 PKG STALLS STALLS REQUIRED 50 3.0 21 4 1 106 SPACES REQUIRED 1 1 SPACE / 50 PKG STALLS 1 1°=40'- 0" NOTE: SITE SURVEY CURRENTLY BEING COMPLETED TO OBTAIN AS -BUILT CONDITIONS 30,010 SF 3,735 SF 48 SF STALLS PROVIDED 69 40 25 5 1 140 SPACES PROVIDED 1 RECET� KDJII P AUG 3 . 2004 pERM�T CENTER 1 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 El TEL (650) 692-9911 Ma FAX (650) 692-0181 N 0. REVISION DATE THE CONTRACTOR RESPONSIBILITY AOLL FIELD CONDITIONS ANDCOMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCOIJSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 0 0 CC J. W E6 CC COO) z0= CD _ o�1 U¢. cct 0 ... —% WINS. 8(..);(212 ao O II z 0..LU U3 DATE 7/29/04 JOB NO. 20457. A1.1 SHEET 1 OF 7 ADMIN rr rj" ASSIST. :ERATgONsANAGER HR OFFICE HALL MATC LINE Al2.1 - ' - A2.1 (N) 6" DIA. BOLLRD (TYP.)� —x —x —x PURE ALES SUPPORT AIRPORT *RATIONS -=MA NAGER SAG—ES M.NIGER FLEET MANAGER 1L. --CIT Y 1MANAGERM - - x — (E) ROOF EDGE 1 1 1 I (N) CHAIN LINK FENCE W/ GATE AND SWIFE GARD FILES (N) GLASS IN (E) FRAMES (E) RAISED WALKWAY �1�t CANOPY (N) CANOPY (N) 6" DIA. BOLLARD (TYP) z =1 I L (N) — — — — — — - -. (N) GLASS N (E) FRAMES (TYP) — — -a_ SEE Al2.1 FOR ADM s - - PLAZA NISTRATION BUILDING EMPLOYEE GHEGK-IN COMPUTER TERMINALS (NIG) OPEN OFFICE COFIPY/ COPER MGR 1;O n n D MGRG i PASS THROUGH SHUTTLE SCHED. • 0 - - (N) (N) (N) RECEPTION 11 1....,.,,1.,...,..,...1.1,,.1,,.,,.1 ..,,,.,,,.,,,.,.--.,,,.,1,.,1.111..1.111•...,.,,,.,.111$1.1111.1i101.1111101L�, it JFK TIRE • MACHINE (N) CONCRETE i� RAMP AND STAIR LJ_ -L E---, WHEEL BALANCER — J I � 1 1 12'-O" r LJ n r 1 1 1 1 1 L111J r r -r LJ x DN _3 - L J r-1 LJ 0 rTT 1 1 1 1 1 10 L111 J 2 a DN 25'-0" coMPUTER TERMINAL (NIG) WORKBENCH (NIG) LIGHT DROP ASYMMETRICAL GAR LIFT (oFcI) HOSE REEL (OFCI) ELECTRICAL DROP I6' x30' 1 -- MAINTENANCE BAY (TYP) OIL DROP —51 \\iiii� ONE HOUR FIRE -RATED WALL r -1 LJ L_ - ION 111111110111•111101111 MO - - — J (N) (N) (E) ROOF EDGE Mal • • " BREAKR I R II R it v II v 0 SHUTTLER AREA C MAINT. MG�i fel — JJ 1- L e Er-------1� U — _ _ J — J r—� L _ J ri— r -1 LJ L. L. TRAINING L L ELEC MANUALS ELECTRICAL DOCUMENT STORAGE __n * ‘io ' • (E) • (E) cANOPY J MATCH LINE A Al2.1 GENERAL STORAGE RRAGDE— ONLINE TRAINING AN 11 •111111 11111. VI •I • 0111 1111111111 • 1111 1111.111 • 1•1110 1.1 1111111. 11111 •111•111 1.11.111 1.1 N —1 j11 IL I PASS THROUGH FARTS SHELF I—T—I LJ—J MAINTENANCE 7— L_ __L_ 1 J L_L.1 PARTS STORAGE + r —7 L_ _L J H ill "7 --I OIL DROP 25'-O" _J c 12 WHEEL BALANCER o. L_1 TIRE MACHINE — L_1 011111 rTT1JT'1 L11 CHAIN LINK FENCE TO OA T SIDE O Il METAL STORAGE RACKS (OFCI) tl 14 1l ill it WARRANTY 1111 TIRE Il STORAGE L J L STORAGE J RoLL-UP DOOR (TIT oF 0 (N) cANoFY 0 WASTE OIL (500 GAL) 1 1 NEW OIL (otcI) FLUIDS (N) e=L 13 C_x 14 r-1 LJ rTTT1 11111 L1_6.1 J r -1 -9 LJ rTTT'1 ®11111 L111J r L _ r (N) STAIR AND RAMP L_ L/R STORAGE DF (LOCKERS OMEN n n, s r!� c_. 73— r=r MEN \ LOCKERS J DI 1 MSR DN DN APN T • COORD RoLL-UP DOOR A (N) MAINTENANCE BUILDING FLOOR PLAN (FORMER BOWLING ALLEY) 0 0 (N) BUILDING EXTENSIoN FOR FLUID5 ROOM (N) Ac PAVING TO RAMP ON To (E) GRADE (N) cANopY BoLLARD STORAGE I 0 0 0 0 DN (N) GLASS IN (E) FRAMES B A2.1 J (E) ROOF I EDGE k— (E) CANOPY J 1 I I I (E) WALL TO REMAIN (N) coNcRETE STAIR AND RAMp 0 0 (N) CANOPY cp 1/41 1. "41:;:f 014 t,ATC 1\1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME – CA – 94010 FAX (650) 692-0181 REVISION DATE IT 3 THE RESPONSIBILITY OF 'THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPOR7D TO THE, ARCHITECT 0 CC LU CC g IX z cu z SCALE: 1/8" = t-0" 0 co CL CC 0 0 MAINTENANCE DATE 7/29/04 JOB NO. 20457 A2.1 SHEET 2 OF 7 (N) ELECT VAULT ENCLOSURE (SEE AI2.1) (N) EXTERIOR WALL (EXISTING BUILDING) (E) BUILDING (THEATER) PLAZA (E) BUILDING (BOWLING LEY) (N) FLUID ROOM EXTENSION (SEE Al2.1) i -WALL BEYO 351.12 MAINT. BAY SLAB OPEN TO LAZA CONCOURSE 355.66 FIN. GRADE WEST ELEVATION 3Ji FIN. GRADE SOUTH (N) A.G. RAMP TO (E) GRADE SEE A2.I 1/8" i'-0" 351.412 MAINTENANCE BAY SLAB (E) (E) (E) (E) (E) (E) (E) (E) CO REVISION DATE IT S THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS { OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT SCHEMATIC DESIGN for CENDANT CAR RENTAL GROUP 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON 98188 00 IS DATE 7/29/04 JOB NO. 20457 356.0• • CONCOURSE 351.5 FINISH G SOUTH (E) STOREFRONT DOORS - EAST ELEVATION PERMIT CENTER FINISH KEY EXISTING PLASTER/CONCRETE - PAINT REMOVE (E) GLASS, REPLACE W/ TEMPERED GLASS. COLOR / TINT TO MATCH (E) (N) METAL PANEL WALL METAL CAP FLASHING - PAINT (E) VENTILATOR CAP REMOVE (E) PLYWOOD PANELS. INSTALL (N) GLASS WINDOWS IN (E) FRAMES. COLOR / TINT TO MATCH (E) (E) PLYWOOD PANELS - PAINT (E) GLU-LAM BEAMS - PAINT (N) ROOF (N) METAL EYEBROW CANOPY W/ FLUSH FACE CANOPY (N) CONC. MASONRY WALL - PAINT (N) FABRIC CANOPY (E) PLAZA CANOPY - PAINT (N) ROLL -UP DOOR (N) MAN DOOR (N) PLASTER FASCIA TO MATCH (E) PLASTER FASCIA * WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM WITH SOLAR TINT GLAZING (MATCH EXISTING COLOR) BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 TEL (650) 692-9911 III FAX (650) 692-0181 11111 A3.1 SHEET OF 7 ( j NO. REVISION DATE IT S THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS { OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT SCHEMATIC DESIGN for CENDANT CAR RENTAL GROUP 15820 PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON 98188 IS DATE 7/29/04 JOB NO. 20457 A3.1 SHEET OF 7 (E) ROOF —a EDGE I , // I1 // // 1, I, I, 1, 1, 1, 11 1, 1, 1, I, I, 1, I, II I, I, II II 1I 1I I1 1I I, 11 11 II 11 II I1 (E) THEATER TO BE DEMOLISHED (N) EXTERIOR WALL / • ••• • K (E) ELECTRICAL VAULT BELOW 4 4 4 4 4 .4 4 4 4 4 1 / / MAILROOM AAA AAKAAAAAAAAA4AA 2c.>0` (E) (E) (E) FIRE SPRINKLER RISER (E) MENo n 3 V JAN. (E) . ROOF ---1 EDGE COMPUTERS FOR EMPLOYEE CHECK-IN (NIG) INTERVIEW MATCH UNE A B Al2.1 A2.1 DF • MEM CONF. 1 CONT. 2 WIZARD TRAINING r --I r L_J L_J RECEPTION URE ALES SUPPORT AIRED FOR DATA $ PHONE FOR FUTURE OFFICES AND CUBICLES LARGE CONFERENCE r HALL HALL Lommumusweemml (N) CHAIN LINK PENCE SALES MANAGER LIE SALES AMU (E) THEATER TO BE DEMOLISHED / I(E) CONCRETE WALL CUT DOWN IN HEIGHT. SEE AIS.2. Ilk DOCUMENT STORAGE 11 q ri COPY/FAX STORAGE BREAK'.. ROOM II (E) PLAZA 0 L / / 1 / Ir / / OFFICE SUPPLIES/ STORAGE W LF STORAGE 0 0 N fl C 0 c MEN ELECTRICAL/ MECHANICAL STO AGE DISTRICT MANAGER MECHANICAL / HALL FLEET MANAGER SEE A2.1 FOR MAINTENANCE BUILDING ADMINISTRATION BUILDING FLOOR PLAN (FORMER THEATER) HALL CITY MANAGER DISTRICT MANAGER (E) (E) 7 14' AIRPORT ERATION NAGER AIRPORT 0 RATION NAGER CITY MANAGER / / (E) PLAZA 1/ // I/ // // / / /1/ I/ / 1/ // // // // // // // // I/ // ' // I/ // / /1 / // / / //1 // / // !/ // / /1 / // // // // // // // // // / // / 1/ // // // // .--- JJ/ (E) STAIR TO BE DEMOLISHED (E) CANOPY (E) BOOTH USED FOR SHUTTLERS (E) CANOPY ELECTRICAL BREAKROO 1 MATCH LINE A B REc'�Ti�� "' r (1Ty0F AUG 3 1 22 p04 pesw . CENTEF GENERAL STORAGE Al2.1 A2.1 1/8"=1'- 0" BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME — CA — 94010 TEL (650) 692-9911 FAX (650) 692-0181 NO. REVISION DATE IT S THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 0 0 rcr V LiaCr co �0) <CCIC oz is - <v w QLa O<.J wMinn og,. =�Nhe ao co SCALE: 1/8" = 1'-0" DATE 7/29/04 JOB NO. 20457 Al2.1 SHEET 5 OF 7 (9) 0 (E) CONCRETE PANELS CUT DOWN si IN HEIGHT (TYP) (r) • • /\ / \ / \ 17 lN); o o 0 0 0 0 0 0 0 0 OE.:)�tq 161'-O" 111-2" 12'-2" 24'-O" 24'-0" 24'-0" 24'-0" 111-0" 12,000 GALLON ABOVE—GROUND FUEL TANK HOTSY PRE -WASH GAR WASH ENTRY SYSTEM METAL CANOPY 6" DIA. BOLLARD (TYP) TRASH CANOPY CHAIN-LINK GATES A/FIBERGLASS SLATS FUEL TANK '3- PREMANUFAGTURED GAS ISLAND METAL CANOPY (SHOWN DASHED) FUTURE GAS ISLANDS 6" DIA. BOLLARD (TYP) :1•_.7:.�.•4ikwir_i 0:4 •4 ►- r 4 4 1 •4 — -- — — — 1 i I.4 1 iiii 4 1 _ 44 ► I� u d it 4 ri ► 4 4 I 4 o 04 i 4 4 4 4 I. 4 4 4 4 4 4 II 0 4 ► ti 04 4 1 I. . S i CiHM al jc �� hl NMI _ ._. :::._...._..__.. r 111 — — — i 1MINN 4 ►• • 0 I 1 / I • o 0 0• ELECT. HOSE BBB (HB), TYP. HOSE REEL (HR), TYP. CONCRETE SLAB EXTERIOR STORAGE VACUUM (V), TYP. -T- E. zc c r_ .= r r.._i----�---� e-1-- --�._3 ); f l ��I 11 (t i I' l ��-Si-1 I! ,; 11 11 ---- T I ,1 i 11, I{I 1•l __,..t i,..._..-- _" , i -- f 1 1I• ILI JI •-- I i l {h (ii 4�1 h 11-1,1 1 J C,1 �i i(,N I , { • { i (1 11, i I I i l ii 1 ; I I lr I11 ur Iy (1 J _ _.._. _ __ _.._l 1I •__wW ;✓ — _ JI FUEL DISPENSER (FD), TYP. FUEL ISLANDS 6" DIA. BOLLARD (VP) CONCRETE SLAB CAR WASH MACHINE METAL MAN DOORS (TYP) QTA FACILITY FLOOR PLAN CAR WASH EXIT METAL CANOPY 5) ®4 CMU WALL (T(P) 1 • 1 1/8"=1'-0" BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME — CA — 94010 TEL (650) 692-9911 FAX (650) 692-0181 NO. REVISION DATE IT S THF RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY _;BE REPORTED TO THE ARCHITECT T c0 w Q 0 (1) DATE 7/29/04 JOB NO. 20457 A22.1 SHEET 6 OF 7 %fl VACUUM (V), TYP. -T- E. zc c r_ .= r r.._i----�---� e-1-- --�._3 ); f l ��I 11 (t i I' l ��-Si-1 I! ,; 11 11 ---- T I ,1 i 11, I{I 1•l __,..t i,..._..-- _" , i -- f 1 1I• ILI JI •-- I i l {h (ii 4�1 h 11-1,1 1 J C,1 �i i(,N I , { • { i (1 11, i I I i l ii 1 ; I I lr I11 ur Iy (1 J _ _.._. _ __ _.._l 1I •__wW ;✓ — _ JI FUEL DISPENSER (FD), TYP. FUEL ISLANDS 6" DIA. BOLLARD (VP) CONCRETE SLAB CAR WASH MACHINE METAL MAN DOORS (TYP) QTA FACILITY FLOOR PLAN CAR WASH EXIT METAL CANOPY 5) ®4 CMU WALL (T(P) 1 • 1 1/8"=1'-0" BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME — CA — 94010 TEL (650) 692-9911 FAX (650) 692-0181 NO. REVISION DATE IT S THF RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY _;BE REPORTED TO THE ARCHITECT T c0 w Q 0 (1) DATE 7/29/04 JOB NO. 20457 A22.1 SHEET 6 OF 7 FINISH KEY O CONCRETE BLOCK ENCLOSED METAL CANOPY CONCRETE BLOCK ENCLOSURE PIPE BOLLARD HOLLOW METAL DOOR Sc FRAME ABOVE GROUND FUEL TANK FLUSH FACE METAL FASCIA METAL PARAPET CAP FLASHING METAL ROOF CHAIN-LINK GATES W/FIBERGL'ASS SLATS Ca) );-) =t— nI II I IH -1 711) NORTH ELEVATION 1 1 6) 5H 5H 3 1/8"= 1'- 0" 0....) ............ o .5 ) ( 2,...) 1 C.,_ o ,.// a 1 (42:59 ___ ___________________________________________._ ________ _________________ ... -----_____--—__.._..__.____ ______=_.______._.=...._____________._.._________________,________.__._.___..___ _________ ______________________________ ,__.____.____________________-_____--...____.__..____._-._._______.._-.___..__._____.____.__._______. _ I- ___________________________ _______________________ o --4- _i___ _____ _ _.-._._. o _____' __= _ ~_ _ _ __.._._ _______ -__ •- -__ _ _ --_=_'^ _______: �_— ___________ _yam ________ _ �� - Y_ _�^= =_ T ^ s. 7 \ yi___-__ = _=r __� O -- y_+_Y - __ _.._.__. __... _ _... , __ \ .____.__.. j� __._____.. N 7 __._____-____._ _________ N 7 ______ _ ______ WEST ELEVATION __________________________ __________________________ 1/8"= 1r_ O" „ ,,/,__________N, .... _ __ _______________®______ ___ __________ o 1 . EAST ELEVATIONP5M1?CENTER .., ...„... REGE0511l P AUG31"" _ ______ ...., _______________________.___ 1/8"= 1'-0" 0(BEYOND) nil In sc_— �.r 5 L J II L J f 0 0 (BEYOND) 0 I I ! InI 0 (BEYOND) SOU ELEVATION 0 0 0 0 1/8"= 1'- 0" F _ __ _ . _� C�-- >iii-d<ii ___________________ _.-�_______NN___ /yam____ _ ._.____�__;�____- 0 5 _ ___��w . _________________________ ___________________________ .__._________.__________ _____________.__________ _ .. 7,Abr „ .... ________. _________ ________ _.._.____________________________ o nlin II li nil, ; II II li I, II .____________________ N________ , 4 J- __________.____________ ,,_ -1- --1 I I- -L -I i L- l_ te_. --. (i) LONGITUDINAL SECTION TRANSVERSE SECTION @ CAR WASH 1/8"= 1'-0" \LA, (-7'1 9 1/8"= 1'- 0" -_- -----_____--—__.._..__.____ BEYOND0 _________ ______________________________ ,__.____.____________________-_____--...____.__..____._-._._______.._-.___..__._____.____.__._______. _ I- --4- _____ _ _.-._._. ________ _ _ _�^= =_ T ^ s. 7 \ yi___-__ = _=r __� -- y_+_Y - __ _.._.__. __... _ _... , __ \ .____.__.. _________ __._____.. N 7 __._____-____._ _________ N 7 ______ _ ______ WEST ELEVATION 0 1/8"= 1r_ O" C EAST ELEVATIONP5M1?CENTER REGE0511l P AUG31"" 0 1/8"= 1'-0" 0(BEYOND) sc_— �.r 5 L J L J f 0 0 (BEYOND) 0 TRANSVERSE SECTION @ CAR WASH 1/8"= 1'-0" \LA, (-7'1 9 1/8"= 1'- 0" C.9) TRANSVERSE SECTION @ FUEL ISLAND 1/8"= 1-0" BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 MI TEL (650) 692-9911 En MN FAX (650) 692-0181 NM NO. REVISION DATE IT S THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 0 cr J L 15 cc 5'; cc z .2 < f2 z 0 = CD 0) wI— -=cr) Z reg I:741 CZ wN II a ft 0 ocC V W J Z W CC 5Q. CO CC 1-- C Ili D ATE 7/29/04 JOB NO. 20457 SHEET A23.1 OF 7 -_- -----_____--—__.._..__.____ L J 0 I C EAST ELEVATIONP5M1?CENTER REGE0511l P AUG31"" 0 1/8"= 1'-0" 0(BEYOND) sc_— L J L J f 0 0 (BEYOND) 0 0 (BEYOND) — _ __ _ . _� C�-- >iii-d<ii ��-_ w _ ___��w . C.9) TRANSVERSE SECTION @ FUEL ISLAND 1/8"= 1-0" BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 MI TEL (650) 692-9911 En MN FAX (650) 692-0181 NM NO. REVISION DATE IT S THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 0 cr J L 15 cc 5'; cc z .2 < f2 z 0 = CD 0) wI— -=cr) Z reg I:741 CZ wN II a ft 0 ocC V W J Z W CC 5Q. CO CC 1-- C Ili D ATE 7/29/04 JOB NO. 20457 SHEET A23.1 OF 7