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Home My WebLink AboutPP - 3301 S NORFOLK ST - ASSOCIATED GROCERS / UNIFIED GROCERS - PERMITS AND PLANS3301 S NORFOLK ST ASSOCIATED PERMITS 91-164 90-003 93-5-137 91-042 10-F-035 93-5-039 90-301 95-S-010 90-0105 95-5-030 CIPERCV... MCA.C.V,R )b'5'. 2 Lwc -SK -R3 31 FOCUS®� Control Unit OPERATING PANEL UNIT The FOCUS 300 Operating Panel is equipped with a flat, pressure sensitive board with 32 buttons which can be used to enter instructions and data All functions are not available to all users Those activating the keyboard using Level R Customer Passcodes can enter/exit the premises (including aclivalion/disablrng the keyboard) acknowledge alarms and also turn BA groups on and oil Opera . tors using L evel E3 Customer passcodes can do all Level R functions display (and print) all status and schedule information adjust real time clock by pass or unbypass movable BA points and conduct tests Only Level M passcodes can delete pass codes Those using ADT Service Passcodes can perform all Level B functions plus bypass all points, bypass entire BA groups and conduct service sensor tests When the keyboard is activated with a customer passcode it remains activated for 60 seconds, or until deactivated manually Ni t c t" 1 t 1 tJ v. b..C. P., VC. tt4„1ria wtt•'k-1/4 0 r ..Zlw.i tr! v TUFi 4?%\.) ": wt"fC!� II C Vs7;mt•Ar-- t otJ hJt:,dx /1 J 5u 4.0v+t,, 1<r C1 is kJ UC,61 !G"" IM+p o, n I n ,wr• ... RH. jr'S) CO4(G). Cu3T-o►ML- . UwNEb FOCUS' 300 n/rl./L",o. • ,..L4.I • MLCO. row • .c Iro.lo rmOM rn.n,nuf • 132 ► G7 SECURITY ALM LOADING DOCK • ,.d,.LI • 1110.11 ., oto OolkiOn It Win • .A .L"ML • .ICL..," K".. • .un.M.O., LL... • ALMr*NOM • .,N.... co.•.. O. H ll H...1 .IoM l ..N MM, 4.40 M.M.. ) LM IML, z �fl 4 .M. 1 a._ 3 4 M:2 5• IN OS e 11.6111111 ( wit MS VA ( M. ) t.:. P.M MA 1 b f CDell1NoL WI r4i ji'!t)raeek 4 ' 1.1 i‘ 1s telC k p r OA,�- -.� . r_,�� _�n_.Q.,A)1 3-:6 DI kbRFoLts cc, 'ree\ M A wse f'"' t o t,- \ J A 1 2, (. , ! ! ` � �J `-T) L. f/0,1, .'<) �:7) t2:41 A., ;a,lE P TE r WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawing Final acceptance is subject to field- ins,aecti )n ay a representative of this dep to -ent DATE -2-/C / BY5-72...... %%% CITY�F� TUKWILA 41144,444 1 Fi Ai L, I' f H -w j '; 1090 of TUKWILA FIRE DEPARTWIi C$:I,L.,,.i• U Please call: 575-44.07---------- "--'' ------ and give this job - No._VI-0 and exact address for snuc- down or restoration ap iroval. • 4 el /� ' Ar I.1 1/4 A; ..r414..*www...rww.w +rw+.+......,..r....r..r..e.w w.++w.r.....w4 rur....ww..,.w.rrruwr.r..wwrr.•...w....,......r.ri.wrwr..w.+i1*1.1•r1wr..w....r..r..ON.,.rw.........'..i.+w.rr.....-....w1•.M.wL.w... F` r.;; l.- (r0 4) .446 f4 1 IL -0 0 4 c.,y • 0 64 I0 I? U (.,..) 5 DEEP 4 HIGII DP,IVE-IN L �' F--� A zoo EXISTING Zo-0 20-0 WET PRODUCE RACK' 4 DEEP 4 HIGH PALLET FLOW #A 11. ii -1 Accu) Lk-,' 2 c &' OS' r' - 1 1 1 1 I. I . IA- (44) ..., HEAD 5ociV In -I (2-') 38 V-/ASE'£�`] Ati1P 'p'. 11tx IlU'r PI+D MOc7E- - Slo-SIZE L 0 1 SIDE BEAM S�ALKE'r Ao 3g.. 1--1E-..)( KILO- a 's VA1-1 �Rp,IJ C N L�I NC- N i\IJ 6 17E A,IL v " 1.1...040.11018111110 0 ti o 20.0 II N UI` )ING ILL 6 HEADS ,;') 1 1 1 1 1 1 1 I �. t -o 1 2 c &' -- 139 ;) 1 1 1 1 11 1 1 1 - 4) 1 GSM AT ;) 1 1 1 1 1 1 1 62 PSI A 1 1 1 1 1 1 1 AT E ) ..._ ,. 1, -,lo) NJI y a EXISTING RACKS 12 DEEP 4 HIGH DRIVE - IN J 0 N 4Y / 11 .,w...w..wwww,,, . r.ww.... w....w, • 3 Zo-o IF - SE •1 1 F R SER 1 I I I I I 1 1 I 1 I ) r r 1 , � 4 (v•Z) FoNd46- 5TRUr C'5500 x o3" (.o�.J6 W I T-114C2)7I p' ¢ ko-65 (fo(t 22" DR0P-5 - 4" Lor.JG ) C) 3,S"x l' FOX HEAD 50L-TeD 1/.11T1-1 C4) wAsl4rs ,wt) (C) 1-f�& !Au Tip CLAM p RAc K. Pew PQof' DETAlL. "L, L ti -1- tit 1 T, M Z 3 I° rOI 0 Y 3 2.0-0 3 eo-0 3 ZO-o 3 11-4- f IT 3.0 .�= Ml° o I DRY PRODUCE 4"'O•0 >1 1 1 -lo Im a 1,3 _I3 1 11� IN—RACK SPRINKLER PLAN FIELD DRILL 7/16" HOLE IN ANGLE IRON SUPPORT ARM - USE (2) 3/8"HEX NUTS & (2) 3/8" FLAT WASHERS AND (1) 3/8" x 5" ATR TO SECURE - RUN ROD DOWN TIGHT TO TOP OF PIPE AND USE DOUBLE NUTS TO LOCK IN POSITION RACK UPRIGHT 0 0 3 x 3 ANGLE IRON PALLET SUPPORT. mom �--- SUPPORT ARM -m-- PIPE RING 0 0 BRANCHLINE PIPING • F,,,C:1 .. eF U1',kie.f, Iw' HANGER °W" m )N -RACK SPRINKLER DESIGN CRITERA Given: 1) Class 1 commodity - produce/fruit in non -encapsulated cardboard cartons 2) conventional pallets 3) dry pipe sprinkler system 4) 25 feet maximum storage height 5) 8 ft or greater aisles 6) 286 degree ceiling sprinklers Step (1): Per Factory Mutual Loss Prevention Data Sheet 8-33 "Rack Storage of Materials", Table 4-4 "Multiple row racks over 12 ft up through 25 ft high without solid shelves". For storage over 20 ft up through 25 ft - class I commodity for non-encaplulated storage, one level of in -rack sprinklers is required in order to use . Fig 4-2 curve B for the overhead sprinkler system dos,ign density (see sheet 2 of 2). In section B "In -rack Sprinklers", paragraph 1 "Type", 1/2" orifice sprinklers rated at 165 degrees are acceptable. Step (3) n section B "In -rack Sprinklers", paragraph 2 Horizontal Spacing", sprinklers are to .be staggered on adjacent branch lines, and for nonencapsulated storage in multiple row racks up through 25 feet high, sprinkler spacings on branch lines should not exceed 12 feet and the maximum area per sprinker should not exceed 100 sq ft. Step (2): Step (4) Step (5) Step (6) Step (7) In section B "In -rack Sprinklers", paragraph 3 "Vertical spacing", when only one level of in -rack sprinklers are provided for storage up to 25 feet in multiple row racks, the in -rack sprinklers are to be located at a tier nearest to 1/2 to 2/3 ofthe .storage height. In section B "In -rack Sprinklers", paragraph 4 "Design", sprinklers in racks up to 25 feet high should discharge no less than 22 gal/min each based on the simultaneous operation of the most hydraulically remote 6 sprinklers when only one level is installed in racks with class I commodity. The in -rack sprinkler system water demand must be balanced with the ceiling sprinkler water demand at the point where the two systems are connected. In section C."Hose Demands and Connections", paragraph 1, "Hose Demand", 500 gpm is required for hose streams of which 100 gpm must be for inside hose. In section C "Hose Demands and Connections", paragraph 2, "Hose Connections", small interior hose lines not exceeding 100 feet in length are required. (interior small hose lines are existing) PIPING LEGEND NEW PIPE & FITTINGS - EXISTING PIPE FITTINGS 0 Cf) la PERISHA$ BUILDIN TT FM •rete Inatl :Nat, esepa .are •bili 2•Z 0 O ACCEPTED /c WITHOUT COMMENTS. AS NOTED IN RED ID PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will voii this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field- inspecti pn by a representative of this DATE : //I:7/g/ BY: ,;7--4-17-- CITY OF TUKWILA 575 -4407 FACTORY MUTUAL ENGINEERING ASSOCIATION SEATTLE DISTRICT OFFICE S ACCEPTED SUBJECT TO CHANGES INDICATED AND COMMENTS IN TRANSMITTAL LETTER. PPrOVad equipment should usea ano the installation should conform to FM mendeo goo(' practices. Final acceptance co this iob ts suoject to tisk) exam - n and will oniv oe given vuhen materials ano tests nave been certified using al Automatic SprinKies Fore ..Iontroi Association Form 85 or equivaient. A ate torm shoulo oe submit -tea lo. each •isef ihis acceptance is vow it there uorescent lights or other opstructions not cleariv shown on these prints. Li& of the FM companies is limiteo to their insurance poiicy coverages. .wed toy KEY PLAN TUKWILA FIRE DEPARTMENT Please call: , 575-4407 and give this job and exact address for shut- down or restoration approval. RECEIVED 77777"-- 1 9 10 7 777 0 d - 0 0 N FSN IHNG 16 B C D E F G H K L M N P HANGER LEGEND HOOK COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" DOLT SHORT CLIP "1" ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR + 4 . WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHE cro xm SPRINKLER ORIFICE SIZES AND TYPE wW - SPRAY 16 16 2 2 O ETD r 1,7 /4 1/7 41 A 1' 2 DRY TYPE TEMP RATING 0 0 165* to 1/2 ar 1/2 SPRINKLERS USED SYM SPRINKLER ORIFICE OUAN TEMP ce-14-1-KAL mot) 14 FIT PREP SIIAPED NIPPLE HOOKER MT PESN SN TSN MECHANICAL TEE PLAIN END SHAPED NIPPLE DISTRIBUTION 1 SHAPED NIPPLE THREADED SHAPED NIPPLE WELDED ZERO FLEX GROOVED COUPLING QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS DIMENSIONS SHOWN THUSLY (1.6 ) WHICH ARE END TO END. 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-10.3.5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANC WITH NFPA PAMPHLET NO. 13, SECTION 3-15, 5. PIPING *SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO SECTION 3-1 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL. BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3-12 AND 3-13. 7 OWNER TO PROVIDE ADEQUATE, HEAT TO PREVENT WATER IN PIPES , FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM., 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE' PROVIDED . BY 0-11--VEIZS 9, PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 01 -1 -ler -S PIPENOTES MK DATE BY REVISIONS c. CONTRACT WITH: ASSOCIATED GROCERS 3301 SOUTH NOR FOLK SEATTLE WA CONTRACT NAME: ASSOCIATED GROCERS DRY PRODUCE EXPANSION 3301 SOUTH NORFOLK SEATTLE WA SENT RY FIRE SYSTEMS, INC. 2004-A 48TH AVENUE CT. E TACOMA • WA 98424 926 - 2290 FAX 922 - 6150 -71117) Jon/ 1 3 4 7 8 21-0 20-0 20-0 20-0 20-0 20-0 10 12 13 14 15 eg I o .9 2 a 2_ ty.4. F-7,7 2 a ro7e ) 2 •to - 0 6 6 -i0'. O „Ike 0-11 A r4 - - IC -0 10-0 _41_4 0-11 a a a 10-0 ..;....,1,...._ .,.../...__ ____........,__ ......(,,,.. 4. ;;;; to- II- . % 0 - 10-11r, 10 a. _o_ to-tt. -0- - - -0- - - -0- LS -- a a - ---0 2 - - - - -" 40-10 a a 10- 1 c. a to -CL 10-1 10-0 I() -----0---- - -0---- _0 _ 2. 10-0 2. -- 10-0 2 10-0 -0- -- •2. 10-0 2 - - CD -4 .,, - S - 41 2 () 11 2 2. - -7- -- 4-6 10-00-0 2. 10 - 0 10-0 10 -0 0-01 10-0 10-0 I00 2 10-0 10-0 0 2 10-0 10-0 2 2 a o - 0 0 - 0 2 10-0 - -0- - -0- 2 10-0 -0- - 0 2. i0-0 -- -<>-- - - 2 10- 0 a 10-0 2. 10-0 2 10-o 2. 10-C 10-0 a a A LJ 20-0 20-0 all••••••••••••••.• -u 2. 2 a1-5 , 2 e, 7- 4 - 4 6 a - 0 a - - - 0 10-0 10-0 10-0 10-0 171 10 -0 0-0 tC) EXISTING WET PRODU(1 AREA P 4-0 2. t -co 10-0 to- o't 10- 1'?. \ a 10 - Ct. 2. 10-0 0 BOD 10-1 a 9-(A. NEW DRY PRODUCE AREA BOD - 2F 2 • P . • 2 J Z..tp 10-0 10-01. N3 • 0 2 BOD 0-1 10- Os. BOD 1-1 a 4 -0 - Oz. a-.) ,-... / ff-0- ( Y- 4 \ 2 to - %7... i 1-1 0 9 -(-017.- a ‘11_ 1-7 2. P 2. 2 2. - -0- -- 1 0 - 1`-e_ 9 -(p't \\....a... t 0 - 01.. 10 - t _____ r -17-cf...ap.o.000:zugz. 1- 1 -------------:-:-.....:1-:-...------------1-1 ...-....-.....................-.....-..... o •••••01, • el I0-0 - T 1 T 1,© REMOVE \'IC rid) AND EXTEND NAAtNt ,1-‘0 \NN1 A.,c)•/ 51z. 20-0 20-0 F_Y 51' I ca SYSTEM 2. ptPINILI Katv\ovso EXISTING \/P\LL To5C.-. RE.Nnov•P'D d‘ E-‘41Tits,i(-4 \.(51"E:r\/\ tv\k‘t-jNA 10 1.0 5e. R.E.1-0 CAT ED AN 74) I - SED NEW w ALL DEMOLITION PLAN CITY BLUE PRINT 1 1 4 D ellT2) -• -0- - -0- -- - EXISTING DRY DRY PRODUQ a 10 -0 2 10-0 2. 10-0 a 10 10-0 ...11M100110. lo -C.0 2 - --.5- 2 il 2. a TD-c\p 2. . /72 • a 2- 410 0 - -01i 7-_7--70.7. l•(5 I 10 - 1' "c. 10 S 12,-litt...9) a a ID- 0-3It 2 2 10-12. o - 0 2 2. t - 10 - 0 10-3 21 10-3 A 4. 1- a 10 - 10-3 '&74 2. t -0- - --0-- .0 - to - Yr -0- -0- 2. 1 AREA TEMP 35°F - / \ 2- - o 10-0 10-o 10-0 10-0 10-0 REMOTE AREA: 10-02. 10-0 4 0 3 )7, 0 W LL I. EXISTING RISER DETAIL I 6 __0_ -0-.. --0- C., A, k„) 70 I\A c)\/ 1 /1 --0-- -0- - -0- - 0 a a 1610 10-0IC- 0 t0 a 10-5 10-3 -0- -0- 10-!, 2 - - -0- -7) RJOF SYSTEMS 2&3 MODIFICATION PLAN = o" OVERHEAD SYSTE11, 4MAND 642 gpm @ 55 IDS 4 the base of ris0 (no hose inc 1 ude44J IN -RACK SYSTEM l)ilAND 139 gpm @ 62 psi At the base of rise (no hose includeH) TOTAL COMBINED D4LtIAND 971 gpm @ 62 psi At the base of rise (including 15pgm for inside hos'e 6 7 1( - 5 5 70 - 20-0 SCOPE OF WORK Existing Dry Produce ara to be expanded to include the area between grids 'E' to 'G' and '101to '12'. Since this area will be maintained at 35 degrees F, the existing wet system #2 at the roof must be remo\[ed and the existing dry system #3 must be extended to this area. SENTRY will remove the eisting wet system #2 piping, relocate the existing O'stem *3 main, and extend system #3 branchlines as shown. OVERHEAD SPRINKLER DESIGt CR Given: 1) Class I commo( cardboard cart 2) conventional 1 3) one level of 4) dry pipe sprir 5) 25 feet maxim 6) 8 ft or great( 7) 286 degree ce Step (1): Per Factory IC "Rack Storage racks over 12 shelves. For storage ci% commodity for sprinklers, w( 4-9 or Fig 4 - dry system. Step (2): Per Fig 4-2 cl design area i equals a fina Step (3): In section C 1, "Hose dema of which 100 Step (4): In section C 2, "Hose conni exceeding 100 small hose li ity - produce/fruit in non -encapsulated ons al lets n -rack sprinklers to be provided kler system m storage height r aisles ling sprinklers tual Loss Prevention Data Sheet 8-33 of Materials", Table 4-4 "Multiple row ft up through 25 ft high without solid er 20 ft up through 25 ft - class I non-encaplulated storage with in -rack use Fig 4-2 curve B, cannot apply Fig 0, but must add 30% to demand area for rve B, we find the density for 2000 sq ft .23 gpm. Adding 30% for dry system density of .23 gpm / 2600 sq ft. Hose demands and connections" paragraph d, 500 gpm is required for hose streams pm must be for inside hose. Hose demands and connections" paragraph ctions", small interior hose lines not feet in length are required. (interior es are existing) 0 al 0 (1l 0 ExV5T1N6 Exts7 INC) HANGER LEGEND A "U" HOOK COACH SCREW ROD C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" DOLT SHORT CUP "C ROD MACHINE THREADED ROD 1 TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR 4 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE ":.)STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER 'LGED Cto 1Ccr v.) SPRINKLER ORIFICE SIZES AND TYPE 5 3 7 1 0 ® 76 73 j-6 SPRAY 17 32 SPRAY 3 7 1 SIDEWALL 8 16 2 -1 DRY TYPE 2 TEMP RATING 12 3/4' 1/7 1 1'2 SPRINKLERS USED SYM SPRINKLER ORIFICE WE, TYPE & NISH PuAN TEMP /" 150 N 20a 2 FY. 25(.0 24 e'1. -/,M1 a 4 1 HNC NI) VIC I AUL IC F IT FSN F IT PREP SHAPE D NIPPI HCXA E MI MECHANICAL 11 Pr SN PLAIN END SHAPED NIPPI E PIPE -04 ET SN SHAPED NIPPI E TSN THREADED SHAPED NIPPLE WELDED ZF ZERO FLEX GROOVED COUPLING QUALITY CONTROL BY APPROVED FOR FABRICATION BY DISTROUUON F ACT 0 RY NWT° L. Cl( -ru\NtLA, ownleiz. SeNTw.c DATE DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERVVRI1E RS APPROVID 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS DIME NSIONS SHOWN THUSLY (16 1 WHICH ARE END TO ENO 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NF PA PAMPHLET NO, 13, SECTION 3-10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NE PA PAMPHLET NO. 13, SECTION 315. 5 PIPING SHALL BE IN ACCORDANCE WITH NF PA PAMPHLET NO 13, SECTION 31 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFF'A PAMPHLET NO 13, SE Cl IONS 3-12 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM) 8. Al L WIRING OF ELECTRICAL DEVICES (IF REQURED) TO FIE PROVIDED BY 0T...q.Pk..S. 9. PAINTING OF PIPE AND EQUIPMENT (IE REQUIRED) TO BE FROVIDED BY 10 FURAING OF PIPE AND EQUIPMENT (IF REQUIRED) 10 BE PROVIDED BY QT HE. PWENOTES MK DATE BY \ 7 - REVISIONS COW RACT WITH ASSOCIATED GROCERS 3301 SOUTH NORFOLK SEATTLE WA CONTRACT NAME ASSOCIATED GROCERS DRY PRODUCE EXPANSION 3301 SOUTH NORFOLK SEATTLE WA SENTRY FIRE SYSTEMS, INC. 2004-A 48TH AVENUE CT E TACOMA WA 98424 926 - 2290 DESIGNER DATE DATE SHEET JOON°. MCB 112-14-90! 2 OF 2 11-117 9 10 11 12 14 15 16 two IFire & Security Scope Of Work Project Name: Unified Western Grocers 3301 S. Norfolk Street Seattle, WA 98168 FIRE ALARM INSTALLATION By: ADT Security Services 11824 North Creek Parkway N., Suite 105 Bothell, WA 98011 ADT Representative: Alfred Evans Telephone: 425-402-3351 Quantity Model Description 1 472462A Focus 200 Fire Alarm Control Panel (Existing) 1 248239. PID Gateway 1 471967 Quad PID with tamper and housing NOTE: 1. Install new PID Gateway and connect to existing Focus 200 Fire Alarm Control Panel. 2. Install new Quad PID and connect to existing Focus 200 Fire Alarm Control Panel. 3. Connect customer owned sprinkler devices to QUAD PID and program to monitor devices. 4. All other devices are new and will remain. 5. Panel is programmed for monitoring. NOV- 11) 6) PC✓ f (z) osy fA) 64444 o c W PAID -.` FEB 2 201QAO Tukwila Fire Map of 47.51315,-122.290319 Map of 47.51315,-122.290319 Page 1 of 1 N7A1-110 6tArka coQ �c, 11/41£c0 i ft14.2 - I NU3 ?CAW( ‘\1\13 ps When using any driving directions or reap, its a good idea to do a reality check and make sure the road still exists, watch out for construction, and follow ail traffic safety precautions. This is only to be used as an aid in planning. http://maps.yahoo.com/print?mvt=h&ioride=us&tp=1 &stx=&feat=&frat=&slat=47.51315... 2/26/2010 ACCEPTED ❑ Without Comments Cgr As Noted in Red ❑ Per The Attached Letter These plans have been ryvcTG�,ef.:1 "'4' The Tukwila Fire Prevention Buren R current City standards. Accei?ran,' . is ct errors and omissions which cio not auti".or rt vio°atiions 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 acceptancea7.d will require;a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to meld test and inspection by The Tukwila.Fire Prevention Bureau. Date: 3_( 71c7 By.Al^')s - De‘Atti 4e Sc 130.0 14 ad d,rsfkSk )0(4111 4,161 w+ et i-4.1 Ar. svvyr, keyS..be 4o k.44)( key* 1.r. ally dioht . rofnovRA FIRE DEPARTbtbaa Please call: 575.4102 end give this job No. /O-F-o2S 1 and exact address for shuts gown or restoration Approval: 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 WORMRLD 1106 54th Avenue East Tacoma, WA 98424 206-922-6644 DESIGN INFORMATION SHEET NAME ASSOCIATED GROCERS - PERISHABLES BLDG EXPANSION LOCATION 3301 SOUTH NORFOLK STREET DATE 4/23/90 SEATTLE, WA 98424 CALCULATED BY CONSTRUCTION: OCCUPANCY SYSTEM NO PHASE lA CONTRACT NO 21001035 T. HINTON DRAWING NO SHEET 3 of 0 COMBUSTIBLE 3 ■ NON-COMBUSTIBLE CEILING HEIGHT varies FT. SYSTEM DESIGN n ❑ NFPA 13: NFPA 231 OTHER SPECIFIC 0 LT. HAZ. ORD. HAZ. 0 NFPA 231C: FIGURE (Specify) GP. 0 1 0 2 • 3 • EX. HAZ. ; CURVE • ❑ • RULING .20 gpm / 2000 SQ. FT. MADE BY FACTORY MUTUAL DATE AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE 2000 ■ WET 0 DRY SYSTEM TYPE .20 0 DELUGE 0 PRE -ACTION 126 SQ FT MAKE SIZE TEMPERATURE SPRINKLER OR NOZZLE 150 RELIABLE MODEL G 350 112" K -FACTOR 5.62 500 RATING 286° GPM REQUIRED 432.8 (No Hose) PSI REQUIRED 70.2 AT BASE OF RISER "C" FACTOR USED: OVERHEAD 120 UNDERGROUND 140 WATER SUPPLY DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVOIR & TIME PSI FLOWING RATED CAPACITY AT PSI ELEVATION CAPACITY 120 ELEVATION PSI 70 2782 WELL 0 PROOF FLOW GPM LOCATION SOURCE OF INFORMATION FACTORY MUTUAL - ENRICO SATURAY COMMODITY STORAGE COMMODITY STORAGE STORAGE PRODUCE CLASS II LOCATION HEIGHT 12' MAX AREA AISLE WIDTH METHOD: SOLID PILED % PALLETIZED % RACK % a a °C ❑ SINGLE ROW 0 CONVENTIONAL PALLET 0 AUTOMATIC STORAGE ❑ DOUBLE ROW 0 SLAVE PALLET 0 SOLID SHELVING 0 MULTIPLE ROW 0 OPEN • ENCAPSULATED • NON - ENCAPSULATED LONGITUDINAL FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING TRANSVERSE FT IN. HORIZONTAL BARRIERS PROVIDED "Factory Mutual Engine Accepted To Chances l g -rd�, r)s to Changes nr?ic:it. ri ari r a l' d Subject Liability Of FM Co's Is Limited Transmittaloheiran Lettor Policy Coverage d 7o their Insurance Reviewed By ,i WFS 09-0009 (8/85) WORMRLD CONTRACT 0 System No— ........ _____-- Sheet- 2 •a 5 :.....:...........:..::.......I.. ....... �� .:... : r -r . .- ;.... — — �. . r- 1 • "444444 4 -- alril.I-- - Pr t �l _ r _ — i , 1 • -- 11 1 ,616 'V 11111111N111111011111111111. - A111111101111M + _ — f • I _ Tip.e, NMI ri NE® ,, 1 C , T , „ , , 1 N■■N■■■ M■■■WMWN■MMYMr■NM■ ■ ..... ! -•r-•na..- -- -- 0IS _ _iA11�Ihnuu�II�IR�i�- lb -! in; ---.iia ISd - 313C1SS311d • Vii •WORMRLD PRE SYSTEMS, INC. JOB NAME LOCATION: DENSITY: HYDRAULIC CALCULATIONS ASSOCIATED GROCERS JOB BY T. NUMBER 21001035 3301 South Norfolk Street HINTON Seattle, WA 98424 DATE SHEET 4/23190 5 OF 5 .20 gpm / 2000 Sq. Ft. C = 120 K = 5.62 NOZZLE - IDENT £ LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS & DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES 6(1.)' (2.0 q I. d -k2 LGTH . 04-2 Pt Zo. (1 Pt qx id•= wax, = ZS •Z C -.PM ELE\/ = . 375 FIT Pe . I(D Pv 55U-1 Q 25.2 TOTAL 9.0 pl • 35 Pn 6441-2. 0 25.54- 1.4 2. LGTH . 155 PI 2.0.L5 Pt Et..eit1 ' . 316 FIT Pe , 1(p Pv Q 50.14 TOTAL q . 0 PI 1. 40 Pn 4)L.1-- 3 a W. Act (. i0 LGTH (p.2( . 19'7 Pt 22.21 Pt E-10.4 = . 24i - FIT 8.00 Pe . 1 1 Pv R KIT O r1/1. Z3 TOTAL (4. Z ( Pf 2, 50 Pn q LGTH Pt 25.12 Pt = 15 FIT Pe Pv Q TOTAL PI Pn I AL. 15 L. ii MO Q (. t 1 LGTH (o, Z ( FIT 8,00 . 025 Pt Z , .1( Pt Eur:,/ : . 249 - Pe . 11 Pv 6s(.1- t Q 25.2_ TOTAL (4. Z( PI . 3(0 Pn q LGTH P1 2.0.58 Pt h= 5.55 FIT Pe Pv Q TOTAL PI Pn g(i. ICA 1.55 LGTH . 052. i Pt 20.11 Pt gx14.z12%x.Z= ZS. 2 GPI -4 ELEV - -.375 FIT Pe -. 1(0 Pv 1)4,Li- ( O 25.2 TOTAL 9.0 PI . 41 Pn ‘,1)11 - 2 q 2.5. 4 o (•(982. LGTH . 013 Pt 2.0 . d 2 Pt ELlrV - -.315 FIT Pe •1(o Pv O 5O,(00 TOTAL 9.p PI .(o(o Pn Ss U- 3 q Z5,10 l•io$Z LGTH . 155 P1 20.42 Pt ELEA/' -.375 FIT Pe - _ 1(,o Pv 2 O 1(p.3o TOTAL q,o PI 1,40 Pn SSI.(- 4 q 2(0 , 0 2.151 LGTH • OSO Pt Z2 ,1 C0 PI ELE / = -.315 FIT Pe -, I(, Pv O i0Z,1(D TOTAL q.O PI .7Z Pn 6s u -5 q 240.19 2, isl LGTH .123 Pt 2,2,12 Pt E -1-e.,4 ' -, 315 FIT Pe -. 1 (y Pv O 12°(. 5S TOTAL 9 ‘ v PI 1. 1 ( Pn LI-- (o ,{{ Q 2�•3`Qt Z.o,1 LGTH Z,1 q , . 21Lp Pt Z 3.0 PI E ./ - -. I . AT 10.00 Pe -.05 Pv PnIT 0 \5(,0. Eq TOTAL 12,1' Pt e. 1(p Pn } QA2PAL, 611- m it° q 25.5 ( 2-40 LGTH 2,6 . (24 Pt Z(o,3.5 Pt 6= S, 55 1 i� = 54.1 FIT (Z.. O Pe 1.O$ Pv O �6 O 185•AO TOTAL 121.6] LGTH P1 1•S0 Pt 2 2 -CA Pn P1 q FIT Pe Pv Q TOTAL PI Pn 4 LGTH IN IN FIT Pe Pv Q TOTAL PI Pn a LGTH Pt Pt FIT Pe Pv TOTAL • V1 IMORMPLD RRE SYSTEMS, INC. JOB NAME LOCATION: DENSITY: HYDRAULIC CALCULATIONS ASSOCIATED GROCERS JOB BY DATE SHEET T. NUMBER 21001035 3301 South Norfolk Street HINTON Seattle, WA 98424 4/23/90 4- OF .20 gpm / 2000 Sq. Ft. C = 120 K = 5.62 NOZZLE (DENT & LOCATION FLOW IN GPM PIPE SIZE& PIPE FITTINGS DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSIIFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES PARTIAL e?'l-11- 103 q 2., 0(01 LGTH 2 1 l •00-1 Pt ZO • l 1 pt q x IA ' IZ(, x, Z Z5,2. GPM ft.f'J = -.iZ -r FIT 10.Q0 Pe —.Or> Pv 5St-t-\ Q Z5.Z TOTAL 12.7/ PI •O9 Pn 4 LGTM Pt Z0.15 PI 6= 5•Ca1 FIT Pe Pv 9 _ TOTAL IP1 „ Pn Mart AI SIS ilS Q 1.(n t LGTH (,,ZI . OZS Pt ZO 1I Pt qx 14 _ (Zf,x 1Z ' Z5.2. 6 P Elf—/ = .Z(, T FIT $.00 Pe , 1 ( Pv SSO—‘ Q Z‘i.Z TOTAL Ik,•Z( Pf .3(o Pn 4- ?ARfIM.. bit, -to3 Q 25.45 Z.4{91 LGTH 2, 5 • OIt _P1 PI ZO •S$ PI ,r. FIT 12,p TOTAL 1d.5 Pe (. O$ Pv Q SO •.05 . ) (0 Pn a LGTH PI Z1. SZ Pt y 10154- FIT Pe Pv Q TOTAL P1 Pn Q LGTH Pt Pt FIT Pe Pv O TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pt Pn Q LGTH PI Pt FIT Pe Pv o TOTAL Pt Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL PI Pn Q LGTH PI PI FIT Pe Pv Q TOTAL P1 Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL P1 Pn Q LGTH Pt Pt FIT Pe Pv 0 TOTAL Pf Pn Q • LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH Pt Pt FIT Pe Pv Q TOTAL Pf Pn Q LGTH PI Pt FIT Pe Pv Q TOTAL PI Pn a LGTH Pt Pt FIT Pe Pv - Q TOTAL Pf Pn WFS 09-0013 (8/85) VAT WORNIFILJ3 FIRE SYSTEMS, INC. JOB NAME LOCATION: DENSITY: .20 HYDRAULIC CALCULATIONS ASSOCIATED GROCERS JOB BY T. NUMBER 21001035 3301 South Norfolk Street HINTON Seattle, WA 98424 DATE SHEET 4/23/90 5 OF 5 Rpm / 2000 Sq. Ft. C = 120 K = 5.62 NOZZLE IDENT & LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS DEVICES EQUIV. PIPE LENGTH FRICTION LOSS PSUFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES q 3. Z(p LGTH .03Z PI Z9 • Zca Pt FIT Pe Pv NL IoI-(2o o 185.40 TOTAL 14,0 Pf . 4S Pn 6)L 102119 q 18(0.80 3.2(o LGTH • MP P1 ZL 1 1 P1 FIT P. Pv o 312.ZO TOTAL 13•S Pf 1,51 Pn PA231A-4- elL lo') -11$ q 670,63 3 Ao LGTH t1, p . 154 PI 31.25 P1 2cx 3 R.4 FIT 1,9 Pe Pv Al -Rix 3 o 432. $3 TOTAL 21t.g w 3,83 Pn q 4. VAP LGTH 35,20, . o4t PI 35.11 Pt .r FIT u.,, 4 O Pe Pv AT(eeD MAIiJ Q TOTAL to(,(aS P1 2.5q Pn 4 It -up (p LGTH R (o_ (A . O Z. P1 31.10 PI SVE FIT d5,o0 Pe Pv AOLN 0 TOTAL I � 1.(4 _ Pf ` .95 Pn Q 4,7A, LGTH Z$$,SZ , 04-2 Pt 43.(pS P1 (c VE. FIT g; 4,00 , Pe Pv hT oal+►Xg2 X-tA .. 0 TOTAL 34352 Pt ,4, 3q 1 Pn C 4.7k, At,V BFY LGTH (2.21 • 0 `tZ P158.04 P1 F-LEV - 2o .62 T t FIT &A, (p Pe 8,q3 Pv Al— BOR Q TOTAL 1(,,8( Pf 3.23 pn G Lp.3,7 LGTH �. 8 3 . 00(0 Pt 'j o .2 o Pt T FIT 31 , $ Pe Pv AT E. jr O TOTAL dr( ,(,3 Pt .ZS Pn 1 WS ipE +' F}oSE Q 150 6.2..k9 LGTH . 003 P1 '0,4c P1 Ft -EV = 1•44. FIT Pe 3, 23 P Q 5 $2. 03 TOTAL 5 , O PI .0Z Pn V 8,21 LGTH W, O . 00 2 P1 13 . Z O Pt C= 140 RI . CtASS ZZ Uv r FIT A5,2, Pe Pv O TOTAL 105. Z Pf . (3 Pn Q(Jr51 OE T t4oSE 2 Q J0.00 LGTH PI /3.83 P1 Ar c_404 1. Tb `(.*RC) Lt70P FIT Pe Pv o 932, (1.33 TOTAL PI Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL PI Pn q LGTH Pt Pt FIT Pe Pv Q TOTAL PI Pn q LGTH Pt PI FIT Pe Pv Q TOTAL Pf Pn q LGTH PI Pt FIT Pe Pv Q TOTAL P1 Pn q LGTH P1 Pt FIT Pe Pv Q TOTAL Pf Pn WFS 09-0013 (8/85) WORMRLD 1106 54th Avenue East Tacoma, WA 98424 206-922-6644 DESIGN INFORMATION SHEET NAME ASSOCIATED GROCERS - PERISHABLES BLDG EXPANSION LOCATION .3301 South Norfolk Street Seattle, WA DATE 4/23/90 SYSTEM NO PHASES 3B & 4 CONTRACT NO 21001035 CALCULATED BY _ T. HINTON DRAWING NO SHEET 3 of 3 CONSTRUCTION: 0 COMBUSTIBLE • NON-COMBUSTIBLE CEILING HEIGHT varies FT. OCCUPANCY ❑ NFPA 13: ❑ NFPA 231 ❑ OTHER (Specify) • SPECIFIC RULING ❑ LT. HAZ. ❑ NFPA 231C: ORD. HAZ. GP. 0 1 0 2 0 3 0 EX. HAZ. FIGURE ; CURVE .15 gpm / 1500 SQ. FT. MADE BY FACTORY MUTUALDATE SYSTEM [ AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACK SPRINKLER ALLOWANCE 1500 ■ WET 0 DRY SYSTEM TYPE .15 0 DELUGE 0 PRE -ACTION 121 SQ FT MAKERELIABLE SIZE TEMPERATURE SPRINKLER OR NOZZLE 150 MODEL G 350 1/2" K -FACTOR 5.62 0 RATING 286° CALCULATION SUMMARY GPM REQUIRED 268.4 (No Hose) PSI REQUIRED 74.6 AT BASE OF RISER "C" FACTOR USED: OVERHEAD 120 UNDERGROUND 140 WATER SUPPLY DATE STATIC RESIDUAL GPM ELEVATION WATER FLOW TEST PUMP DATA TANK OR RESERVOIR & TIME PSI FLOWING RATED CAPACITY AT PSI ELEVATION CAPACITY 120 ELEVATION PSI 70 2782 WELL 0 PROOF FLOW GPM LOCATION SOURCE OF INFORMATION FACTORY MUTUAL ENGINEERING (ENRICO SATURAY) COMMODITY STORAGE I COMMODITY STORAGE STORAGE PRODUCE CLASS II LOCATION HEIGHT 12' MAX AREA AISLE WIDTH METHOD: SOLID PILED % PALLETIZED % RACK Y a a ¢ ❑ SINGLE ROW 0 CONVENTIONAL PALLET 0 AUTOMATIC STORAGE 0 ENCAPSULATED ❑ DOUBLE ROW 0 SLAVE PALLET 0 SOLID SHELVING 0 NON- E' MULTIPLE ROW 0 OPEN ENCAPSULATED LONGITUDINAL FLUE SPACING IN INCHES CLEARANCE FROM TOP OF STORAGE TO CEILING TRANSVERSE FT IN. HORIZONTAL BARRIERS PROVIDED WFS 09-0009 (8/85) WORMRLO CONTRACT NO. System ______ Sheet- 2 -QF. -- ISd - 3i[lSS31d 0 0 0 0 mX x Cj0 GRAPH SHEET FOR HYDRAULIC CALCULATIONS Name -Address of Property ASSOCIATED GROCERS - 1990 PERISHABLES BLDG EXPANSION - PHASE 3B & 4 3301 SOUTH NORFOLK STREET, SEATTLE, WA Drawn by T. HINTON Date 4/23/90 L . _� : _ _: .-..i.... 1. i..... .... • -..1 •.. ,.4._ i....: -;.. .... .. ......i.. + }:: . A -1- . . - . _ .... 4 ---• - . • - - .... --- - - --- --- f .,. - 'H • H i . __ .. -0 -._ _ 4_._�-._... ..\.1 ...._ . --4-- IMONEV '''-eimiimitait +__,° No immuiii -14 IOW • .� -� :_ _ 1 - f MINNIE a ♦- ' _ __�._.....___--- 1 �� •$ __-mfai ••t �_. 111111•�� .^. �. - . 1 L iI...�IIM 11111111 }. .■. .� amnall., Iv ---1 + ..,s, sem, -,- NMI NOM elf= NIIIIMNIMMIIM= ..._ 1 —�1.—__til____ EN .—_ .... . _. .-1--_' - — - .. —_.-___— IllalE wail ..._� .... Nissim ■I iumiii hili WINN ■uN■u.EM i EMI ' 111, {MMi.. _� 41 • ___ ..., eR ft ISd - 3i[lSS31d 0 0 0 0 mX x Cj0 - WORIVIRLD RRE SYSTEMS, INC. JOB NAME LOCATION: DENSITY: HYDRAULIC CALCULATIONS ASSOCIATED GROCERS 5.62 JOB BY NUMBER 21001035 3301 SOUTH NORFOLK STREET T. HINTON SEATTLE, WA 98424 DATE SHEET 4/23/90 3 OF 4 - .15 gpm / 1500 Sq. Ft. C = 120 K = NOZZLE IDENT & LOCATION FLOW IN GPM PIPEFITTINGS SIZE& PIPE DEVICES EOUIV. PIPE LENGTH FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES � ' $ I' 2A0 Q 1.44z LGTH . 023 Pt 10.4. Pt /2/.2f /3.=e , /S - 1 ei • l i GPM FIT Pe . 11 Pv 435U-1 0 48.1c1 TOTAL G, 33 Pf .21 Pn 5511-Z 0 16,52 1. Oa- LGTH .085 Pt 10 . gG, Pt FIT Pe . 11 Pv 0 3G1,-/ 1 TOTAL ' .33 Pf , 'i q Pn SSBI- 3 a 19.32 (. 3 8 LGTH 2,04 . 23o Pt II,8z- P1 -1' FIT (0.00 Pe . o4- Pv RQ -c O 5(0.03 TOTAL $ Ad- Pf 1 • g5 Pn Q LGTH Pt t 3.11 Pt 1.5= 15.13 FIT Pe Pv 0 TOTAL Pf Pn ��(- X20 4 a r (.0dc � LGTH �p 101 � 10.8 Pt 1•33 x 13= 121.Z4x .l5 = 18,19 G.'M FIT Pe -. 1-1 Pv 55' d- I p 1$•tC( TOTAL 9.33 PI 1.02 Pn 55U- 2 p Q I g •a 12 1 •442 LGTH . 081 Pt 11.33 Pt FIT Pe -. 11 Pv 0 ."-1. k\ TOTAL 9.33 Pt $1 Pn SSl1' 3 Q { 1 .41V 1•4-h2 LGTH . l$1 Pt 11.11 Pt FIT Pe - , 11 Pv 5(0.5r) O TOTAL 1.33 PI tic") -1(p Pn SSv- . a Zo.�o 1.6 I LGTH I ,'Lq . 111 Pt 13.5 (o Pt t" FIT 8,00 Pe -.13 P Rj 1i -r O 11, 2A TOTAL 15, 21 PI 3.0 1s Pn -4- P"t 1M., � L 24c.) Q 43.4S LGTH Z. 5 , . 133 PI 16,, 44 a 1�, = 10.11 ` 1 r FIT (o .0 Pe Pv 12) l S p 17,0.(0?) TOTAL 12.5 Pt 1. (.Co Pn G LGTH Pt 18.10 Pt h. 28.31 FIT Pe Pv O TOTAL PI Pn BIC. 231 Q 1.c,I LGTH 1.2 I • o(� Pt l o , • 8 Pt T FIT 5.00 Pe - . 1 3 Pv S5U-I p I $,t0 TOTAL 15.29 Pf . 21 Pn Q 2.o61 LGTH Z,6 i . 0O 4. PI 10,64, Pt -r FIT 10.0 Pe Pv fQ ) N !Q J 0 TOTAL 1Z, S PI , Ds Pn Q LGTH _. Pt 1 O, (0 1 Pt 1` - 5,6g FIT Pe Pv Q.-- Tn AD Men A.L. 151E 4t2io Q 1.2A2. 1 LGTH .023 Pt 10, At, Pt FIT Pe , 11 Pv S [.l -- 1 o 18. kg TOTAL 9 , 33 Pf . Z 1 Pn SSS- 2 Q 1&,5� 1.3b LGTH 2..o4 Pt Io.'0(1 Pt FIT (0,00 Pe . b4 Pv Q 3u.'11 TOTAL 8.04 . 105 PI • 84. Pn Q LGTH Pt 1144 Pt I� : 10.11 FIT Pe Pv p TOTAL Pf Pn WFS 00-0013 (8/851 • 'IV WORMALD FIRE SYSTEMS, INC. JOB NAME LOCATION: DENSITY: HYDRAULIC CALCULATIONS ASSOCIATED GROCERS JOB BY NUMBER 21001035 3301 SOUTH NORFOLK STREET T. HINTON SEATTLE, WA 98424 DATE SHEET 5.62 4/23/90 4 OF 4 - .15 gpm / 1500 Sq. Ft. C = 120 K = NOZZLE IDENT a LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS DEVICES EOUIV. PIPE LENGTH FRICTION LOSS PSI/FOOTSUMMARY PRESSURE NORMAL PRESSURE NOTES Q 2,6;3S� LGTH . O�1 P1 18 , t O 1 Pt FIT Pe Pv 511. Z01-2.40 O MO AD!) TOTAL 13.0 Pf , 53 Pn $*(. 20Z-231 q 122.45 2.(.03S LGTH . 149 1 PI 1 S . (D 3 Pt FIT Pe Pv O 243. \3 TOTAL 12.5 Pf I . ij 0 1 Pn PARTIAL Bk. Zo 3 q 25. Z$ 2. (035 LGTH 21(,,Zs . 111 Pt 20, 5 3 Pt 3 t2.4. R.4 , FIT 5,10 P, Pv o 2(,8.41 , TOTAL 221.35 PI 31, lag Pn Q 3 L(p LGTH 34,15 , O(o 3 • Pt L0. 15 Pt 2VEIT FIT 33,50 TOTAL (,8.L5 Pe Pv Ar 4 O Pf 4.30 Pn Q 4,Z.(p_ &UV Bry LGTH 12,21 . 011 Pt (r A. eis Pt t l = Z0,5 -r FIT 1.0k 6 Pe $ .88 Pv �Y BoR.. O TOTAL 11/SI ' Pf t, 3 I Pn Q (p.351 LGTH 3, $3 . 002 Pt 1 4. (4. PI r AT 32.8 Pe w i�T VI 8 1 w 0 TOTAL 41.(03 PI .02, Pn + ItWStDE 4056 Q ISO.00 g.Z,m y LGTH .002 Pt '14,12 Pt E(.1/ = 7, 4‘, FIT { Pc 3,23 Pr Q tic -18.41 TOTAL 5.0 P1 .0( Pn q 7),21 LGTH 20.0 • 001 Pt 'i1•1(o P1 c--,-(10::. D.L. CUI-55 52- J GV T FIT d,.2 Pe Pv O TOTAL (05,L Pf .01 Pn 4 01(5tC7 14-06 E.- g 35o.0y LGTH Pt 18,03 Pt FIT Go►JN. TO YAK LOOP FIT Pe Pv r1 Q 1 L8.4\ TOTAL Pty Pn C LGTH Pt Pt FIT Pe Pv O TOTAL P1 Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL P1 Pn LGTH Pt Pt FIT Pe Pv O TOTAL P1 Pn 4 LGTH P1 Pt FIT Pe Pv Q TOTAL Pf Pn 4 LGTH Pt Pt FIT Pe Pv O TOTAL P1 Pn 4 LGTH Pt Pt FIT Pe Pv Q TOTAL P1 Pn 4 LGTH PI Pt FIT Pe Pv O TOTAL Pf Pn WFCnn.m1a .ams, 10) SMITH FIRE SYSTEMS, INC. 4519 South Orchard • Tacoma, Washington 98466 (206) 473-6967 • FAX (206) 475-1205 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME ADDRESS ASSOCIATED GROCERS - PRODUCE RACKS CONTRACT NO. W-367 3301 SOUTH NORFOLK DATE 1/28/93 SEATTLE, WA BY MIKE BRAUHN SMITH FIRE SYSTEMS IS COMPLETING WORK IN MULTIPLE ROW RACKS PREVIOUSLY SUBMITTED AND APPROVED UNDER SENTRY FIRE SYSTEMS' JOB #11-118 DATED 1/15/91, BUT NOT COMPLETED AT THAT TIME, WE ARE ALSO INSTALLING IN -RACK. SPRINKLERS IN DOUBLE AND SINGLE ROW RACKS NOT PREVIOUSLY ADDRESSED. THESE CALCULATIONS ARE FOR THE DOUBLE AND SINGLE ROW RACKS ONLY. PLEASE REFER TO THE CALCULATIONS PREVIOUSLY SUBMITTED ON 1/15/91 FOR THE OVERHEAD SYSTEM DEMAND BASED ON A DENSITY OF .23 GPM OVER THE HYDRAULICALLY MOST REMOTE 2000 SQ.. FT. SEE ATTACHED SHEET FOR IN -RACK SPRINKLERDESIGN CRITERIA. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 150 GPM HOSE STATION POINTS OF CONNECTION OUTSIDE HOSE 350 GPM SITE LOOP IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: TREE lE',l TOTAL NUMBER OF SPRINKLERS ON SYSTEM 86 NEW "C" FACTOR USED: OVERHEAD 120 UNDERGROUND 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 67 SQUARE FEET SPRINKLER MANUFACTURER: CENTRAL MODEL A MULTI LEVEL ' ORIFICE SIZE 1 /2tt K -FACTOR: 5, 6 TEMP: 165. ' F . WATER SUPPLY: ELEVATION OF TEST: 0 STATIC 120 PSI DATE OF TEST: RESIDUAL 70. PSI DATA PROVIDED BY: FACTORY MUTUAL MINEEEING FLOW 2780 GPM LOCATION OF TEST: SITE LOOP BASE OF RISER DEMAND 4411 I ' .OPM'I�EQUIRED AT 8 4 ;6001110N GPM ot�`wtis `:'s9'#EAMsj (INCLUDING PLANS ACCs D zliB.rr ... c This review =:, for property i;lStlrat`7t'^ 7L' !:ta�, with Factory Mutual Sys!..q1: stand , . n:l:rca ar:r:i;�.=)�,=r•s_. t\'othina s--.ould be inferredrcld. t;t, review concerning complirrce with try rules, : c:;ufat ;j-;<: or requirements of governmental agencies, £tate or<.c<a? :c;a�' ;,yother jurisdic�tionai authority. 2;'28,'`' = __...__!F l'..r'Oe D to '/6/93 CERTIFICATE OF COMPETENCY STAMP IN -RACK SPRINKLER DESIGN CRITERA FOR GENERAL PRODUCE STORAGE Given: 1) Class I commodity - produce/fruit in non -encapsulated cardboard cartons 2) conventional pallets 3) wet pipe sprinkler system 4) 25 feet maximum storage height 5) 8 ft or greater aisles 6) 286 degree ceiling sprinklers Step (1): Per Factory Mutual Loss Prevention Data Sheet 8-33 "Rack Storage of Materials", Table 4-4 "Multiple row racks over 12 ft up through 25 ft high without solid shelves". For storage over 20 ft up through 25 ft - class I commodity for non-encaplulated storage, one level of in -rack sprinklers is required in order to use Fig 4-2 curve B for the overhead sprinkler system design density (see sheet 2 of 3). Step (2): In section B "In -rack Sprinklers", paragraph 1 "Type", 1/2" orifice sprinklers rated at 165 degrees are acceptable. Step (3) In section B "In -rack Sprinklers", paragraph 2 "Horizontal Spacing", sprinklers are to be staggered on adjacent branch lines, and for nonencapsulated storage in multiple row racks up through 25 feet high, sprinkler spacings on branch lines should not exceed 12 feet and the maximum area per sprinker should not exceed 100 sq ft. Step (4) In section B "In -rack Sprinklers", paragraph 3 "Vertical spacing", when only one level of in -rack sprinklers are provided for storage up to 25 feet . in multiple row racks, the in -rack sprinklers are to be located at a tier nearest to 1/2 to 2/3 ofthe storage height. Step (5) In section B "In -rack Sprinklers", paragraph 4 "Design", sprinklers in racks up to 25 feet high should discharge no less than 22 gal/min each based on the simultaneous operation of the most hydraulically remote 6 sprinklers when only one level is installed in racks with class I commodity. The in -rack sprinkler system water demand must be balanced with the ceiling sprinkler water demand at the point where the two systems are connected. Step (6) In section C "Hose Demands and Connections", paragraph 1, "Hose Demand-, 500 gpm is required for hose streams of which 100 gpm must be for inside hose. Step (7) In section C -Hose Demands and Connections-, paragraph 2, "Hose Connections-, small interior hose lines not exceeding 100 feet in length are required. 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ME 7:76.5:1.1 r==. .. . ........a .. ■■■ii■■■■i■■■■■■■■111x13:1.118■ 3.MEawe-- -M• =aa- _= a= ---L lea sa$ a' a--aaa a aataaaaliataiilaatiiuI!iiaaalur iiiaiai l%0riiiilitaia Ica MI �unccaua SUBMITTAL SERIAL N0:2244HY1 ASSOCIATED GROCERS SFS JOB #W-367 GENERAL PRODUCE DOUBLE ROW RACKS - ONE LEVEL IN -RACKS 6 HEADS FLOWING 22 GPM MIN FILE NAME: W367MR FLOW TEST RESULTS Water Supply STATIC 120.00 PSI RESIDUAL 70.00 PSI © 2780.00 GPM CITY PRESSURE AVAILABLE AT 284.2 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 101 23.00 22.00 102 22.60 22.00 103 22.33 22.00 104 22.17 22.00 105 22.09 22.00 106 22.00 22.00 5.60 5.60 5.60 5.60 5.60 5.60 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 50 OUTFLOWS AT 3 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 16.88 16.29 15.90 15.67 15.56 15.43 119.26 PSI 134.19 GPM 75.00 GPM 75.00 GPM 284.19 GPM 58.51 PSI 0.10 PSI 11.05 FPS 01-27-1993 PAGE 1 SUBMITTAL SERIAL N0:2244HY1 ASSOCIATED GROCERS SFS JOB #W-367 GENERAL PRODUCE DOUBLE ROW RACKS - ONE LEVEL IN -RACKS 6 HEADS FLOWING 22 GPM MIN FILE NAME: W367MR 01-27-1993 PAGE 2 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 105 106 Q 22.00 2.227 L 8.00 0.0040 PT 15.43 (106). F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.03 104 105DQ 22.09 2.227 L 8.00 0.0144 PT 15.46 (105) Q 44.09 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.12 103 104DQ 22.17 2.227 L 8.00 0.0305 PT 15.58 (104) Q 66.26 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.24 102 103DQ 22.33 2.227 L 8.00 0.0522 PT 15.82 (103) Q 88.59 F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.42 101 102DQ 22.60 2.227 Q 111.19 L 8.00 0.0795 PT 16.24 (102) F=0 F 0.00 PE 0.00 BN C120 T 8.00 PF 0.64 11 101DQ 23.00 2.227 L 4.00 0.1126 PT 16.88 (101) Q 134.19 F=T F 14.00 PE• 0.00 BN C120 T 18.00 PF 2.03 10 11 2.227 L 23.71 0.1126 PT 18 f,1 ( 11) Q 134.19 F=5E F 35.00 PE ®'.00 NR C120 T 58.71 PF 6.61 9 10 2.227 L 21.08 0.1126 PT 25.52 ( 10) Q 134.19 F=0 F 0.00 PE 0.00 FM7 C120 T 21.08 PF 2.37 8 9 2.227 L 23.71 0.1126 PT 27.89 ( 9) Q 134.19 F=T,2E F 28.00 PE 0.00 FM6 C120 T 51.71 PF 5.82 7 8 2.635 L 21.00 0.0496 PT 33.71 ( 8) Q 134.19 F=T F 16.00 PE 0.00 FM5 C120 T 37.00 PF 1.84 6 7 2.635 L 1.50 0.0496 PT 35.55 ( 7) Q 134.19 F=T F 16.00 PE 0.00 FM4 C120 T 17.50 PF 0.87 SUBMITTAL SERIAL N0:2244HY1 ASSOCIATED GROCERS SFS JOB #W-367 GENERAL PRODUCE DOUBLE ROW RACKS - ONE LEVEL IN -RACKS 6 HEADS FLOWING 22 GPM MIN FILE NAME: W367MR 01-27-1993 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/Ft SUMMARY LEN/Ft PSI 5 6 3.260 Q 134.19 L 106.00 0.0176 PT 36.42 ( 6) F=0 F 0.00 PE 0.00 FM3 C120 T 106.00 PF 1.87 50 5 3.260 L 47.00 0.0176 PT 38.29 ( 5) Q 134.19 F=0 F 0.00 PE 0.00 FM2 C120 T 47.00 PF 0.83 4 50D0 75.00 3.260 L 53.33 0.0400 PT 39.12 ( 50) Q 209.19 F=2E F 18.00 PE 0.00 FM2 C120 T 71.33 PF 2.85 COMMENT: 75 GPM ADDED AT NODE 50 FOR INSIDE HOSE STREAM 3 4 3.260 L 72.50 0.0400 PT 41.97 ( 4) Q 209.19 F=0 F 0.00 PE 0.00 FM1 C120 T 72.50 PF 2.90 2 3D0 75.00 3.260 L 69.50 0.0705 PT 44.87 ( 3) Q 284.19 F=2E F 18.00 PE 5.56 FR2 C120 T 87.50 PF 6.17 COMMENT: 75 GPM ADDED AT NODE 3 FOR INSIDE HOSE STREAM 1 2 4.260 L 4.00 0.0192 PT 56.60 ( 2) Q 284.19 F=ALV,2T,BV F 93.00 PE 0.00 FR1 C120 T 97.00 PF 1.8<6 0 1 8.270 L 20.00 0.0006 PT 58.46 ( 1) Q 284.19 F=E,GV,T F 69.00 PE 0.00 UN C140 T 89.00 PF 0.05 COMMENT: SEE SENTRY JOB #11-118 DATED 1-15-91 FOR OVERHEAD COMMENT: SPRINKLER SYSTEM CALCULATIONS. OVERHEAD DEMAND IS COMMENT: 521.5 GPM AT 82.59 PSI AT NODE 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 0.10 PSI 11.05 FPS PT 58.51 ( 0 — 117 -0 15—o a—o 13_0 ....''' 10-0 _ 2=0'-) /0 - O" I. '-c" 1 _ 2 SPRINKLER PLAN /8"= 1' 2. Y 4 "IL 12" v4O01> e5L.04.14- W / (2) SCREAMS 2." 5i-io -r STRAP W / (2) NO. 1St 2. WOOD Sr-Zr-, 'JS I 22. DECK. 312 � MT L S -c L.Ip S Co " -r AIM &AP 1 L O- earl. ) T K -r tap To RELIABLe. 1/2" MODEL. U REGE55Eo GHIZ - Gi-* . TYP SECTION A -A 13-7 I BALL VA- VJI II DIZA`JklC.11 p1_uca - �*ux I! TUKWILA FIRE DEPARTMENT Please call: 575.4402 and give this job No. %S S1 O/o and exact address for shut' down or restoration approval. 1 j. S•RISTINCa Cr.OSSMA r..1 MEGI-IANrGAt _ Ti;V. ACCEPTED ▪ WITHOUT COMMENTS. [] AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: 1- y- 9 y BY:,�M Si/ CITY OF TUKWILA 575-4407 SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma. Washington 98466 CONTR. REG. NO. SMIT1F813SOT Bus: (206) 473-6967 Fax: (206) 475-1205 PROJECT ASSOCIATED GROCERS PRODUCE SHACK DESIGNER M HINTON DATE SHEET 11-28-94 1 OF I JOB P40. C - 522 OCE'-BRUNING 44-232 ...:�.,� .,,�t•"cN•.�. - .:.�::.-....aY<.'".:.,ec..�, .. , -.''!'..-,:>�..,:..<-ex..'--=:,ate,.... I. 1 _ 1 L O- earl. ) T K -r tap To RELIABLe. 1/2" MODEL. U REGE55Eo GHIZ - Gi-* . TYP SECTION A -A 13-7 I BALL VA- VJI II DIZA`JklC.11 p1_uca - �*ux I! TUKWILA FIRE DEPARTMENT Please call: 575.4402 and give this job No. %S S1 O/o and exact address for shut' down or restoration approval. 1 j. S•RISTINCa Cr.OSSMA r..1 MEGI-IANrGAt _ Ti;V. ACCEPTED ▪ WITHOUT COMMENTS. [] AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: 1- y- 9 y BY:,�M Si/ CITY OF TUKWILA 575-4407 SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma. Washington 98466 CONTR. REG. NO. SMIT1F813SOT Bus: (206) 473-6967 Fax: (206) 475-1205 PROJECT ASSOCIATED GROCERS PRODUCE SHACK DESIGNER M HINTON DATE SHEET 11-28-94 1 OF I JOB P40. C - 522 OCE'-BRUNING 44-232 0 0 o v\1\ Ei 1 4 l8z �3 ' L :j `c} `C) 11 } -----C-7) 1 o1— — t • E i 41116 .27-4- S ji n /3 T/NG / �6CL. ‹} A J •1 2 o cJ vin 5 CS') fD -o %%,e -} 0 z .3 /t 4/t/RAVA lZo o r►) s t QR -'/R Nq rt -i 5 A -.S. /`o Of �Xrs1--"AJ - ss1/, I 6R Cur -/n/ A/Eu map- t f, 41\64/ VA • PPR Z8-0 HANGER LEGEND FITTING LEGEND SPRINKLER LEGEND 4,1/277/4[ s�,4�E la ' _ / - o ABBREVIATIONS -2. 3 7-0 4 - ri £a / /✓ lbw s77=1Tr /44-141V14 VA_ SYMBOL LEGEND 4110. REVISIONS &G EVA 170A/ -/ APPROVALS REQUIRED COPIES U HOOK N P WELDED THR D OUTLET SYM B C E COACH SCREW ROD P PIPE SPIKE R EXPANSION BOLT TOP BEAM CLAMP EYE ROD T SN SHAPED NIPPLE MANUFACTURER ,z L / 4 a LE TYPE /7e-NDl1✓r MODEL HEAD FINISH 82 ESCUTCHEON FINISH {t caM ORIFICE SIZE THREAD SIZE TEMP QUANTITY RATING /65-e' /Z. F CEILING FLANGE H SIDE BEAM BRACKET WALL BRACKET K L M Y ALL THREAD ROD OCE BRUNING 44 232 TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO SPRINKLERS UNLESS NOTED OTHERWISE • -1710 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 WAY EARTHQUAKE SWAY BRACE 4 WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO DATE BY REASON FOR REVISION �i9a�OR Y Afarz1/Q L 3 3` ACCEPTED [] WITHOUT COMMENTS -AS NOTED IN RE) ❑ PER THE ATTACrIED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date will void this acceptance and wilt require a resubmittal of revised drawings Final acceptance is subject to field inspection by a representative of this department DATE /-35-9,3- BY ...12,±/ CITY OF TUKWILA 575-4407 LE7 s T rrfA/t64.//1AL 1." -JAY w4Y TUKWILA FIRE DEPARTMENT - Please call: 575-4407 and give this job No !--� 030 and exact address for shut. down or restoration approval. D maktr► evr.eaix-/ y - NOTES • THE BUILDING HAS AN EXISTING 6" fIRE SPRINKLER SYSTEM 4 • - SCOPE OF WORK IS TO CUT INTO THE EXISTING OVERHEAD 1% BRANCHUNES AND DROP 1N 4121 NEW 165°F A` _ - BRONZE SSP a TO COVER THE 431 NEW ` BANANA ROOMS_ - • ROOMS TQ BE MAINTAINED AT 40°FOR ABOVE z - 1 • _ ALC MATERIAL TO BEY A W NFPA 413 - ALL PIPE TO BE VISUALLY INSPECTED BY FIRE DEPARTMENT C NTRACT WITH �SG 77LE j?r F.2/G E7 i7o!✓ GENERAL NOTES 1 ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED 2 INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS 3 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1 6) WHICH ARE END TO END OF PIPE 4 OWNER TO PROVIDE ADEQUATE HEAT (40 F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING iN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM d �✓ S7r C'or/,r CT .` cfOf//V LEP ORS I L S L JAN 19 id SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma Washington 98466 CONTR REG NO SMITHFS1360T Bus (206) 473 6967 Fax (206) 475-1205 PROJECT ,S$ CMTS© y � OC�7?fCs 3 E'-,4sr /9,G/f/,11 L Ji4Y TUKLJ,LA j WA. /6. 74L - 774a DESIGNER DATE -- • k,E3 f - SHEET / OF / JOB NO S-794 • �G� FOCUS 300 EXISTING SYSTEM RISER GUARD SHACK F300 1- WET WATERFLOV WITHIN THE CITY OF TUKWILA FOR RISER 31A SITS PL/1 TAMPER 1 1 f 1 LIZ: r ATZP I S memo 3301 E 1 . srZ . SEATTLE, WA =12124 FIRE SIS .ICT TUritILF FOR AZDITICn TO AJ EXISTING SY. TSS BY A= BZ:= SZSTE= CC"TACTIr FRANK CRUZ= TELEF C7E 389-9-927 REGISTRAT IGU NUMBER AZ r'S `1:.535 DTE 6-11-93 QUANITY 'moi.:, Security Systems Sea^ r �2» 3 g 'C- t..4 2 89 W =1 W zpw Immo d. it02a L.16.1o z a WWW 0 t -- ICC I= CZ0a ©ESCRIP'r... z — W r R 1- Oi C O CO alo.a w Lai 10 F\ 13 00 Qf E t6X O O R'0 0 z REVISIONS DESCRIPTION z (f) w 0 0 c 0 0 w w V) W 2W kkiNI m CZI CST .'C=am C : TA ER =VICE TO EXISTING FOCUS 303 PAS LCCATM ;L GUARD MCI' s - • a 0 0 ge n. DRAFTSMAN z H 3 0 SHEET J L''4 1993 ADT f T 4 , II N V I d h K 1 4 I { lru 1 I I M V Q N it 01 I 1 4 41 t1 41 1 2 3 4 5 IN5ULATEP ROOF PANEL, ON 812. Z PuKLIN5 ON RIGID FRAMES At 2-5' re) ZS' ort C.ENrERS 41 WIPE NON-COMBu5tiLE GANOP`(- NAS IF MAI NT BLDG 6 7 r 8 1 A • A rrEi I 'I4 Z JI 1 • 0 10" MAIN BUILDING SECTION P4 -1-A 5 E 3(3 14 - P1-1-/N6E- I A -rt- PICA L 31Li' _ I1 -p„ TRUCK WASH BLDG t' i1 1 4-i- POST INDICATOR VALVE (TYP) M wh • • • • • e • DELI • • • • 000 LOADING DOCK • MEAT • • • • r1 ( FUTIJR E ADDITION L • • • • • OFFICES 4r 4i Co • • FREEZER • • • • • • • • • • ICE CREAM FUTURE ADDITION L 1011 MAIN 10' S EG.iIO #4 451/41_ CO P4l O L J VAL.vE IN UG VPULT- �I C rtP) ---- FIRE HYDRANT (TYP) 4 MI* MIN 0000 • • � I PRODUCE • • • 10" MAIN — —. PHASE 4 ADDITION I d r 1 Y 1 10 11 12 SHEET 2 10 F, • • PRODUCE • • • • PHASE 3B ADDITION NEW ""4" WET ALARM VA LV E PRODUCE • • • • • • C • 10" MAIN (3) 10" SEc.r k( 13 O IJ AL CO►.X1 ZO L. VAL.V E5 IrJ UG IVAULT 14'4, 10'" MAIN -MAIN SITE LOOP -- (5) Id' C'(IO tJ AL CA.ITtz.o t.. VAL.VE4 Irl 06 VAULT' 14 FLOW TEST DATA STATI C RESIDUAL FLOWING 120 PSI 70 PSI 2782 GPM NO PUMPS RUNNING - PER FACTORY MUTUAL TEST /PHASE ADDITION SHEET 3 0 SITE PLAN it= 30-0' It 1 3 4 ft I 6 7 1 8 1 IL TO HYDRANT - 451 9 10 11 12 ACCEPTE9 WITHOUT COMMENTS, AS NJTED IN RED 0 PER THE ATTACHED L TT ET e• r---��"i Ng§ affixed hereto have een (r etmc9 aw e tiottilMitikdf uttwila Fire Dept Additions, deletions or revisions to these drawings after this Jab will vola this acceptance and will require a resubmittal of revised drawings Final acceptance is subject to field ins,)e&ion by a representative of this depwrtinent DATE 7* BY CITY OF TUKWILA 5/5 440/ WILA FIRE DEPARTMENT Please call 575 4407 and give this job No'96- n0 and exact address fors of down or restoration approval FACTORY MUTUAL tNtaitvLEMMA M+S ./k4IMTluil SEATTLE 01S I RIC1 0I-FiCE Pt ANS ACCEPTED SUBFC1 ICJ I,1-1Ar44..,LS 41 rt It,KItLI ANL, .,CMMENTS I' fkANSP11Ilt, ta=i (Lk F 1JPr0v dO tri 4 111 0 1 8444110 L* i4 4 ani, he n513 I wit rock „onrurm 10 FM t 'it ,4444 watt CES nn u 4:cranl,e n4 Iu1, s suutet iu Wait xam t an0 t1 onry I 1 rel "rota. 1 4 < Ir st 1 ,v,' )een P 14 40 using Q'`t i 'u a 44(44 Tial ..Gr $N11. i'10 P If u 4140 4So. 4,latlor r m 01 Liu valent A ilepa1a49 Jrm enoul0 be Subinillep 0 ea4.t iSel inis eccePtance is vow It there *re rluore„cent iiyhts Or Other Post uct,ons nor „gear'," showy On lhe„e urrnte. LIM bliity Ot Pio FM companies is I,mitea t0 their insurance POlicy coverages R viewed by FIL TO HYDRANT 1 i 1• 14 Date 15 { M 52117216) W 3 1990 it _ it Q✓ L' rt.,l t.�, 4101 '14 16 A 8 i HANGER LEGEND "U HOOK COACH SCREW ROD C D TOP BEAM CLAMP E EYE ROD F G CEILING FLANGE H SIDE BEAM BRACKET' J "1 BOLT K L SHORT CLIP "L" ROD M MACHINE THREADED ROD N P POWDER DRIVEN STUD R T U V W X Y WEDGE ANCHOR rl a•—ipt 2 WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN ;NICHES lc cc o. SPRINKLER LEGEND " SPRINKLER ORiFICE SIZES AND TYPE 4.114.1 4.1 16 8 16 2 4 17 32 SPRAY 3/4 1 2 -g• SIDEWALL 1/7 — DRY TYPE TEMP RATING 0 165' 212 286 350 500 1/2 co iE g8 1/21 44 1/2 icp 1/2 SPRINKLERS USED SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUT FINISH ORIF SIZE THRD SIZE TEMP QTY 44 • TOTAL , FITTING LEGEND APPROVALS REQUIRED VICTAULIC FIT FSN FR PREP SHAPED NIPPLE HOOKER 0104 MT MECHANICAL TEE PESN PLAIN END SHAPED NIPPLE DISTRIBUTION SN TSN SHAPED NIPPLE THREADED SHAPED NIPPLE WELDED ZF ZERO FLEX GROOVED COUPLING QUALITY CONTROL BY 1-- HiwriA,..1 DATE 4-23 90 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY (1 6)WHICH ARE END TO END re - 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITI.1 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3-15, 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3-1 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3-12 AND 3-13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED By Orl-lete,5 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 01-1-1EJZS 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY o-ri-lf-g6 PIPE NOTES REVISIONS MK DATE BY CONTRACT WITH GALL LANDAU YOUNG BELLEVUE, WA 98008 DEBBIE DAVIS 451-8877 11 I if CONTRACTNAME A G PERISHABLES BLDG PHASES IA 3B AND 4 3301 SOUTH NORFOLK SEATTLE WA FIRE SYSTEMS 1106 54TH AVENUE EAST TACOMA , WA 98424 206 -922 - 6644 FAX 922-3118 15 DESIGNER DATE SHEET 16 JOB NO 21001035 44 U1' 14 144 44 4 Al 1 2 3 4 5 6 r "1 47 NI 13 14 4 y 1 1 " I,1 , "15 16 11 C I r. I i 0 4 WINED .111.1111•• �r o” 'C0 BOP ----------------- N CII � w ch 4 20 a i 0 I� " 4IL% CoKE "I I .r -MATCH LINE_ SEE SHEET 3 OF 3 FOR CONTINUATION - - 4 BOP 20 0 BOB w 4 - II /II z 4'z. r I I 74 r 1 �ti \„.0+ Vit, - I - v —x BOP CC "" N ORANGE 4. 0 co P to 2'2 14 o Q 0 BOP • o.0014°,1/)/1/ o� �ti� C.i \.i ')) (r k aa0 I h OWL 4<0 l o it 226 0 /N Vt. O . BIZ () 1 3 p4 BOP BOB 1.46 kZUO 1; c.o 5 E E O EtP\ I L., 3 o►J SHEET- 3 dlF 3 f oR T'(PICAL- 6KANc14LUJE F AI1J zi9 I Co cD + r nr „ , r. Ya I 8 p r i' BOTTOM FLANGE OF BEAM wou- zao-co Duim atow ow I-+ ()Wow Ir 4 I 1"' FIELD DRILL,` IN BOTTOM (2) 12" NUTS U -BOLT TO OR PUNCH 12"0 HOLE r' FLANGE' OF BEAM USE AND WASHERS TO SECURE or BEAM HANGER el 11 FIELD DRILL 38" 0 HOLE IN WEB OF PURLIN - SECURE EYE ROD TO PURLIN WITH s3 "" x 112" HEX HEAD CAP - SCREW, (2) 38 "" WASHERS AND (I) 3b " HEX NUT PURLIN 3e; EYE ROD HANGER 11 W II 38" ALL THREAD ROD WITH 38" HEX NUT 81 WASHER EX151-I1JCa 4" MA)I.) +-z hY5Te-M • r I OVERALL LENGTH if Ex 15 r1►,.►C1 WAat, MOTOR GO1JG FIELD DRILL OR ' PUNCH A' 38'10 HOLE IN FLANGE OF PURLIN M r z15 BOP BOB I2 Co HANGER " M tl 0 tJ 2'z w z 0 J II Ext .r 21)-0, I3 514 CA(..I- I) GKOOVEP FLANGED ApgPTE-K . rIloJ .R re BALLA R -D 41 410, I"a!1 I If I C,o(z-0) PIPE.. 'SCAN D -- G-IKoo'ED CO UPLINICI ANDD CAP i po i Mid. a " iv rh.1" .,. t,+vne.4 u. ,w 1.4 t a a, 4147.1 %. f " i 1 RISER DETAIL k" t 1I• O a Co 3 12.1 f EA 1311 NIG 4" MAIN.) --tom SYSrEtA 4 11� 441.M1M=MIU•1=.111=1 411•1410.4 o,<y L. It/ 47 �O 4- , 44.0oot, � '7 �y "�P\, 1r� �n� a N''' k,/ h hG,. AZ34 -31 I;Jo 0 N _i 2az 2 i1j F 53 I�3 tL 2o1 BOP BOB Zot, 44.1 0 2'2. I 4, to ti) NOTI PIIrI . 4" MODEL W F p - I o ATE2FLoW pa:—c.-1'0R. (1) DELI ABLE 4 " MOPE-- E. ALAKM V' LvE. W ITN REiARI2 CRAM BLK (2) MUEu.EK 4 MODEL 8 3250-52. W ItI-1 BUILT=IN TAMPER. SW IT`G uT�f'E ZF L'( \/ALV E FITTER / LISTER NOTES p 6E Com umLf..075 WoTEp 0T4EIzM I'a . FIRST' PUR.1.11.1 UN ReoTN 651['ES x o' ale FLG ~ FI.G SPoaL PIFGE STALL 146,W PIPE AND Eat) IPM EMT' PP`AIN AND ALAIZ.M LI1JE. I►JTZ? I ALL 15KA1.1C.HLINE HAN4'a6e5 Z SuPPoKT (5RANC_+FL►NES r- 0 O F C20•55 I./1 A I nt 3 F ITTEK - P.E.Movr f X 15.110 AND 4-" C.L FL,/_, D 90° - 1 A`) 51 -tow N3 - TI 2" MAI►.J Fx,ST'IrJ(,x Z' vc...4.1144 LINE- PN) WMCC t^ 1 4, ! T 3,4r1' HY DIZAUUGA LLY MO5T KE.MOTE 1500 '5Q FT' - SYSTEM PEIAARP Ar A 15 QE►451rr 15 2.G.8 4 GPM Ar 14 ($, P51 AT' BASE. Or RI5Er.. ++ W+- *NN wN0,4444,444,4444,414144444,44,44•444. cr IZ 13-0 BO ir PHASE 3B 1644 oil LIM IT LIMIT PHASE 3B PHASE 4 PHASE 4 (125) 11 " I A, II " HANGER LEGEND 1 HOOK COACH SCREW ROD SEE. Dv -AIL 11415 '5%4F-E1- e7E..e.. DETAIL. 114135 51-keer D TOP BEAM CLAMP G CEILING FLANGE, H SIDE BEAM BRACKET ! q M� Ir K SHORT CLIP L" ROD m MACHINE THREADED ROD P POwDER DRIVEN STUD U BOLT W EYE ROD -STEEL., 4 foo M 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE STRUCTURE TO + CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND cc o. SPRINKLER ORIFICE SIZES AND TYPE vf 16 r6 SPRAY 1 4 17 32 SPRAY 3/4 16 2 1/7 2 DRY TYPE 1 TEMP RATING 0 165 212 • 286 350 500 a. 1/2 1/2 1/2 SPRINKLERS USED SYM MANUFACTURER TYPE MODEL HEAD FINISH E SCUT FINISH ORIF SIZE THRD SIZE TEMP QTY RELIABLE SS U 2.44 266 142 o TOTAL FITTING LEGEND 142, APPROVALS REQUIRED SL. C F.1 rrINICa FACTORY MUTUAL FSN FIT PREP SHAPED NIPPLE TUKWILA HOOKER OWNER MECHANICAL TEE PESN PLAIN END SHAPED NIPPLE PIPE 0 -LET DISTRIBUTION SHAPED NIPPLE FACTORY MUTUAL, TSN THREADED SHAPED NIPPLE TUKWILA WELDED OwNER ZERO FLEX GROOVED COUPLING WFS QUAL TY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY (1 6 ) WHICH ARE END TO END 9 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3-10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH 7)' NFPA PAMPHLET NO 13 SECTION 3-15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET P40 13 SECTION 3-1 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3-12 AND 3-13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED F pIRENOTES 4 47 Nh rr 41 REVISIONS MI< DATE BY I du 01 CONTRACT WITH 100 — 116TH AVENUE SE BELLEVUE, WA 98008 DEBBIE DAVIS 45 1 — 8877 14 CONTRACT NAME AG PERISHABLES BLDG PHASES IA 3B AND 4 3301 SOUTH NORFOLK SEATTLE WA TAY WORMRLD FIRE SYSTEMS TACOMA , WA. 98424 206 — 922 — 6644 FAX 922-3118 DESIGNER SHEET 21001035 I 4d 2 3 4 5 6 8 9 10 11 12 13 14 15 16 1 7r 14 t o eviio 1 14 o { .4 774, K r I J ,H, "G I� 4 11 0 444 VI l I Ii 'G +ir 4 II I k ro 0 N i 0 Ir • r- 7v1- 1 1 a • �O -4- 1 0-' 2 SEE DETAIL ' 31 THIS SHE -Er Fob i tPIGA1. Q��ANcp-ILIN� 3 BOP BOP BOP 1%4 O' 9-0 BOP O 4 5 1•Z F \\o /4,9-0 1,a2-/ W BOP Ili ex.ik 110,3 BLUE 5 11M, P 1 4- e F IIz Bv Sem 41,L) BLUE I Ar 9-v v) 0 , 9-0 6 5E PIP WC, VETAI I- 1 TH fg 5f►EEt IOU m (10 q L Icy.. Ili- P 1127 G 2'z - I P 117- 9-0 17 9-0 9-0 9-0 -rr +Tr -- YELLOW ViLliwOo. Ido M 40 / I`7 l' / 2 9 o 0q - O 02. 9 11 X12 9-0 1 v F 2 q -o 1 7.177 5-0 YELLOW �• 5 I'4 F IIt- P I`z F -0 9-0 5' kv 1 52' CSN 44rmumwom•••••7114. /0117 P 14 Lo 212 w _ BOB BOP 0 2./54 IIZw F q -o z4z." 2'z 0 2. ►' 2 111) 9-0 2 9'z 9 (o Z'z M I W 11 - IOU 4.. 0 a BOP BOB 4, 2.0 Co BOP BOB / -d- 40 BOP BOB BOB Ar, 2 M 112. F �(j'j1 Z q 2-' Co' 2Zz 9-0 0 M �11/4,1b 29z O BOP IDU m Q w pI 1 w �Z /M I'2 p / z, (O 7 `L M^.9 BOP BOB 0 0 N 1(p 5'z 43M BOB 0 Z / 112. 9 o 4�Z 9pz� (0 21z d HYDK./N.UI.IC..AL1.Y H051-KFMorE. Zcxx� SQ SFT - 5�(�i6M DEMA►JD AT A Zo pENSITY 15 GPM Ar P5I Af PASE OF K156 PHASE IA 1'4 9 0 BOP 9 0 FITTER— LISTER NOTES I ALL BKA.IJC:NLINIE HANKIE -K.5 TO 5e. TA ural , 1.14-rEo an-1F_(ZW15F_ ;I 2 SUProCT BRANCNL'PJ FRaM F1r5f Puo 130114 5IDE1/2 DF CX..056MA1N 1M 11 I�Ir BOP BOB BOP BOB BOP BOB BOP BOB _ _ ••==.4 _ �1110111b M 'MINIMI4 0 0 0 / O / BOP BOB RED 50 A 4 A E 4°i A 4 A- A 3g A 34 A 1' .4 { i 9 non RED MAT H LINE r- 1 I1 4 fp 41 1 Yld 10 r BRANCHLINE DRAIN DETAIL '3' 7 SEE SHEET 2 OF 3 FOR CONTINUATION 12' 13 14 HANGER " 11 0 bi y- HA4.4.4.16Ec, - ff,... prE,-rA 1 L. A 5ov a .-- Poe„/ NoZZL. Ke. use_ EXIST-IKICI 51z.' CAP AND CoUPLAPJCI - PIPING DETAIL "I" BOTTOM FLANGE OF BEAM 1 wou- Vacoco FIELD DRILL OR PUNCH I2-0 HOLE IN BOTTOM FLANGE OF BEAM USE (2) se NUTS AND WASHERS TO SECURE U -BOLT TO BEAM HANGER as U NT OVERALL LENGTH 17 HOSE RACK DETAIL " 2 38" ALL THREAD ROD WITH 38" HEX NUT a WASHER PURLIN FIELD DRILL OR PUNCH A 3e0 HOLE IN FLANGE OF PURL1N HANGER I' NTS FIELD DRILL 0 HOLE IN WEB OF PURLIN — SECURE EYE ROD TO PURLIN WITH 3-r5 " x le HEX HEAD CAP - SCREW , (2) 55 WASHERS HANGER 5ce (76TAIL, 11-414) Soar 11415 141 HANGER LEGEND COACH SCREW ROD TOP BEAM CLAMP EYE ROD — WOOD CEILING FLANGE H SIDE BEAM BRACKET J "J BOLT K SHORT CLIP L ROD MACHINE THREADED ROD P POWDER DRIVEN STUD R WEDGE ANCHOR U BOLT W EYE ROD STEE1,-, Y PIPE CLAMP 14 2 WAY EARTHQUAKE BRACE + 4 wAY EARTHQUAKE BRACE A 444 JDSTRUCTURE TO CENTER , LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE 1-7 Labi -1 3 I SPRAY 16 16 2 0 4 17 32 SPRAY T3 16 2 2 DRY TYPE TEMP RATING stE 1650 212 286 350 500 a. 0 3/4 1 1 1/7 11 1/2 1/2 1/2 SPRINKLERS USED SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUT ORIF FINISH SIZE THRD TEMP SIZE 13C K64.14 55 es Zup Orr 6,0 1.4 TOTAL eo FITTING LEGEND ,APPROVALS REQUIRED VICTAULIC FIT P-1 irruA FSN FIT PREP SHAPED NIPPLE TU Kro1/4) HOOKER MT MECHANICAL TEE PE SN PLAIN END SHAPED NIPPLE PIPE 0 -LET DISTRIBUTION SHAPED NIPPLE TSN NIA THREADED SHAPED NIPPLE WELDED ZERO FLEX GROOVED COUPLING Tu LA QUALITY CONTROL BY r Htf4rON DATE 4-2 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL MATERIAL. AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS DIMENSIONS SHOWN THUSLY (1 8 ) WHICH ARE END TO END EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3-10 3 5 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3-15 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3-1 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13 SECTIONS 3-12 AND 3-13 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FRCIM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REOUIRED) TO BE PROVIDED 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PFIOVIDED BY OTHER4., 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED arviElz PIPE NOTES k REVISIONS MK DATE BY /\ CONTRACT W TH GALL- LANDAU - YOUNG 100 - II6TH AVENUE SE BELLEVUE, WA 98008 DEBBIE DAVIS 451-8877 CONTRACT NAME AG PERISHABLES BLDG PHASES IA 3B AND 4 3301 SOUTH NORFOLK SEATTLE WA TAT WORMRLD FIRE SYSTEMS 1106 54TH AVENUE EAST TACOMA, WA 98424 206-922-6644 FAX 922-3118 DESIGNER DATE SHEET JOBNO N 2100103 5 1 2 3 4 5 6 7 7 41 8 9 10 11 12 13 14 16 11 id 0 (Z) 5/tar" K It HEx HEA) pUt.TS V.1tT1.1 l4') 5/6" wA511-IERS ANIS (2) ;/P>" HEX NJTS szAcke. UPRIGM? HANGER DETAIL 'U' F- FITTED wore.: INSTALL HANGE2 A -r F12St VAIL, PILE 1-4-otr1'c.`r Aedovt huPI Z.1" A i CC RACK ul",r216141 M P 31e," NEX HE1\7> bot.T vJ/ (2i ;/a" wASHE: S poso> 3/6" HE% NuT PhD MODL„L to - S I ZC 1,1 O. 'L SIDS BEAM Zf2AC I& -T w / Hex N .) T 4 v`l A b H E -g HANGER DETAIL FIELD DRILL. T/It" Ho1-E INJ ANGLE ItZO-J SuPPoR1 ARI+/ -- USE (Z).3'/8" HCX nlurs 4 CZ) N6" FLAT wn.st+CRS AND (I) 3/E.," ' 5" ATR To Sec -ore -6 - Runl RUT rx7wN1 TIGHT' -To -Top of PIPE AND DouLI.E NUTS t0 1.-0C.I( INA PUITICI.I. RAcK uPRI61ir 0 0 0 0 0 0 0 0 3/r_," x (v" Al.L.- T11WWt-AIS ?-Ou PIPE 1ZINU 3 A KiGLE I Qc►.J PA t,L.ET Su P PO V.T +-PIPE IZlnt(., 162ANC_Ht-INE PIPING, HANGER DETAIL tW' iZACK UPI2IG.HT '0 1Z OMI;- I+0LC-. PIPE "7Ti2-AP Pt (& I" f'IF . J 1/4 O x 3/411 6ELF - V{ZILLING 'T -SCAN Sc.a.ev,/ 0i 5uPP01&T ARM -� I'q HANGER DETAIL 'X' 161 Ile Z.$5" DETAIL 'Y' } IN -RACK SPRINKLER DESIGN CRITERA FOR GENERAL PRODUCE STORAGE Given: SYSTEM 14 30 6 S. ++31 � 1 s I 1 IN IN 11 I I I 1 � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ?. Aft. 110+10 r r 1 ti 'et' 0 4 4- 4- 9 0 b) 4' I.aaa{. wr0-se v.WeRJ"• — 0) du^ala 4• Pool+. a 44, 4104 wNt wm MOM/ co.4841180C. at wduot 4- HOW. 1+c1. -1c elltwt.'( vola r 6.11.1► 4 wirer. 74441G4 • 04.10 C.•.1 ew+nl.o J EXISTING RISER DETAIL (LOOKING EAST) SYSTEM #3I • 1) Class I commodity - produce/fruit in non -encapsulated cardboard cartons 2) conventional pallets 3) wet pipe sprinkler system 4) 25 feet maximum storage height 5) 8 ft or greater aisles 6) 286 degree ceiling sprinklers Step (1): Per Factory Mutual Loss Prevention Data Sheet 8-33 "Rack Storage of Materials", Table 4-4 "Multiple row racks over 12 ft up through 25 ft high without solid shelves". For storage over 20 ft up through 25 ft - class I commodity for non-encaplulated storage, one level of in -rack sprinklers is required in order to use Fig 4-2 curve B for the overhead sprinkler system design density (see sheet 2 of 3). Step (2): In section B "In -rack Sprinklers", paragraph 1 "Type", 1/2" orifice sprinklers rated at 165 degrees. are acceptable. Step (3) Step (4) Step (5) Step (6) Step (7) In section B "In -rack Sprinklers", paragraph 2 "Horizontal Spacing", sprinklers are to be staggered on adjacent branch lines, and for nonencapsulated storage in multiple row racks up through 25 feet high, sprinkler spacings on branch lines should not exceed 12 feet and the maximum area per sprinker should not exceed 100 sq ft. In section B "In -rack Sprinklers", paragraph 3 "Vertical spacing", when only one level of in -rack sprinklers are provided for storage up to 25 feet in multiple row racks, the in -rack sprinklers are to be located at a tier nearest to 1/2 to 2/3 ofthe storage height. In section B "In -rack Sprinklers", paragraph 4 "Design", sprinklers in racks up to 25 feet high should discharge no less than 22 gal/min each based on the simultaneous operation of the most hydraulically remote 6 sprinklers when only one level is installed in racks with class I commodity. The in -rack sprinkler system water demand must be balanced with the ceiling sprinkler water demand at the point where the two systems are connected. In 1, of section C "Hose Demands and Connections", paragraph "Hose Demand", 500 gpm is required for hose streams which 100 gpm must be for inside hose. In section C "Hose Demands and Connections", paragraph 2, "Hose Connections", small interior hose lines not exceeding 100 feet in length are required. (interior small hose lines are existing) (41) 149 I2 HANGER LEGEND FITTING LEGEND SPRI KLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS APPROVALS REQUIRED COPIES A U HOOK R EXPANSION BOLT P WELDED THR'D OUTLET SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY B COACH SCREW ROD S SN SHAPED NIPPLE C T D TOP BEAM CLAMP U E EYE ROD v F W WALL BRACKET G CEILING FLANGE X H SIDE BEAM BRACKET Y Z L M ALL THREAD ROD 41, N P PIPE SPIKE TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO •1 ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND • INCHES HYDRAULIC CALCULATION NODE BRUNING 44-232 NO. DATE BY REASON FOR REVISION FACTORY MUTUAL. GIT`( OG- - L/ K.v4 L.A. GENERAL NOTES 1. ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1-6) WHICH ARE END TO END OF PIPE. 4. OWNER TO PROVIDE ADEQUATE HEAT (40°F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. CONTRACT WITH ASSOCIATED GROCERS 3301 SOUTH NORFOLK SEATTLE) WA Smith Fire Systems will complete the in -rack sprinkler protection in multiple row drive-in racks as shown on these plans and as previously submitted under Sentry Fire Systems job ill -118 dated 1/15/91; and will.install one level of in -rack protection to all single and double row racks not previously addressed. PERISHABLES BUILDING / /// '// ////// :,/,',1,/,'/;///i1//1,,,////////i/ / ///./ AIrCETPTEE WITHOArCEPTED' wiTHow popimurrq.A NI C AS NO , 1NY REQ ❑ PER THE -ATTACH EII-tETTER— The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this c tt: will vul i this dr.;:, -e Jtfin�e and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this depc.rtmgnt DATE: 3 BY: .572 - CITY OF TUKWILA 575-4407 [i 12,93 / / 30( S , Vov-P/4 -477. x) , o- r. .E a!N ;. /.SSOCIATION SEATTLE D CTU,C MFivE PLANS ACCEPTED SUBJECI 0 "1CO ',"ENDAFIONS INDICATED IN T'R .NSmart.'t1..1.i11reic This review is for property insurance purposes only in accordance with Factory Mutual System standards and guidelines. Nothing should be inferred from this review concerning compliance with any rules, regulations or requirements of governmental agencies, state or local codes or any other jurisdictional authority. Reviewed by_________________Date J 4) -V TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this jo No. -7 '0.3� and exact address for shut- down or restoration approval. SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma, Washington 98466 CONTR. REG. NO. SMITHFS1360T Bus: (206) 473-6967 Fax: (206) 475-1205 PROJECT ASSOCIATED GROCERS GENERAL PRODUCE RACKS 3301 SOUTH NORFOLK SEATTLE, WA DESIGNER DATE SHEET JOB NO. M BRAUHN I-27-93 1 OF 2 W-367 d✓ 1 ,.., q•U t 1/4) 3 In a i Z -o 3-o n ) :SEE DETAIL "D .C,.. Zo %.5.— 0 T- cr n \. 0- 4 0 0-4 0-4 r" 1P IYI 0 D-4 0-4 14 -II (o-2'0 b Y �J �...5EE DE.TA1L ' G. I 2._p V 4 (o\ I 2 o- 4 CD P 0;:;),),-1' , J.9 ?\ tv- i 2 \ .C,.. Zo %.5.— Z—'Cs'-er-- T- cr M�1 \. 0- 4 rt 0-4 0-4 r" [..-4.--C3.,'_ P 0;:;),),-1' , J.9 ?\ tv- i 1 .C,.. et •-f.," %.5.— Z—'Cs'-er-- T- cr 1 L7• 1 �— 7 rt 0-4 r" 1P IYI T D-4 0-4 14 -II (o-2'0 b Y L" 4r) 'LILY, Z. RC Z 06 -?)It.) ArF ExlVr t�" Ht»E t"LACK r. 0 U Z. 141-2." m d- 4-o AFT= I2. Io AFF Z 4.0 m t3- co AFF 2' S,J c 4=i AFF I P 0;:;),),-1' , J.9 ?\ tv- i 1 z 1 ExlVr t�" Ht»E t"LACK r. 0 U Z. 141-2." m d- 4-o AFT= I2. Io AFF Z 4.0 m t3- co AFF 2' S,J c 4=i AFF I 1 rt I r" b 1 / Q o.Nr\ I / H 114 14 -II (o-2'0 b 2 -Colt. Y / / 11 II 2. 10-0 =� (o IZ'z) 3 O U AFr- '1— II P�Au. vA, w NIr t GAP PIPING DETAIL IA' i IiAI.L vA. w� rvlP. i GAS' PIPING DETAIL ICI ,/ V" N fr a .`1 NE.'9 9' OS 4 Y (1-)NTR-0L. VA, MUE,.LLIEc L. -Aon A • 101'1 -(a `-d/ TArAP1r.2 sw Irc.N - ND1IF'"Ir tAUo or.Y _'Z L.A 4LT.. Ct,`RI'.Z Inl 4" (ix 4 C:+ '')(;f FI -L- w' 4" l._,ftr.D TCI^ HANGER LEGEND FITTING LEGEND A B c D F H K L N P U HOOK R EXPANSION BOLT P WELDED THR'D OUTLET SYM MANUFACTURER TYPE SPPINKLER LEGEND ESCUTCHEON FINISH MODEL HEAD FINISH ABBREVIATIONS SYMBOL LEGEND REVISIONS APPROVALS REQUIRED COPIES ORIFICE SIZE THREAD SIZE TEMP. RATING QUANTITY COACH SCREW ROD S SN SHAPED NIPPLE 0 CENTRAL_ MJL-71. S°..J as 1(.05 7 T C,F_,NTr�AL. MULTI SSS 1 f3 - y2" vk I lr5 i ct TOP BEAM CLAMP u 'SEE DETAIL. O'- 51-11" 1 EYE ROD V' SEE f)GTAIL ON Stl"r I SEE DETAIL. Ory SHT I CEILING FLANGE X `�Efc OETAI L oN SHT 1 SIDE BEAM BRACKET Y Z ALL THREAD ROD PIPE SPIKE BRUNING 44-232 TOTAL THIS SHEET BLIP AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE -o 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION FACTO12..Y rVUTUP,l— GIT( of TUIGwlLA GENERAL NOTES 1. ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3, PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1-6) WHICH ARE END TO END OF PIPE. 4. OWNER TO PROVIDE ADEQUATE HEAT (40°F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. CONTRACT WITH ASSOCIATED GROCERS 3301 SOUTH NORFOLK SEATTLE, WA 4" C.$4,V x FLP./ C.,E nVA1,r0IZ- PIPING DETAIL 'BI FACTORY lv rli'u.ILL N /3 c ASSQCIATICN surra DISTRICT OFFICE PLANS ACCEPTED SUBJECT TO RECOMMENDATIONS INDICATED IN TRANSEETTAL LEITER This review is for property insurance purposes only in accordant.± with Factory Mutual System standards and guidelines. Nothing should be inferred from this review concerning compliance with any rules, regulations or requirements of governmental agencies state or Iocal codes or any other jurisdictional authority. ^viewed by Dat4 SMITH FIRE SYSTEMS, INC. 4519 South Orchard Tacoma, Washington 98466 CONTR. REG. NO. SMITHFS1360T Bus: (206) 473-6967 Fax: (206) 475-1205 PROJECT ASSOCIATED GROCERS GENERAL PRODUCE RACKS 3301 SOUTH NORFOLK SEATTLE, WA DESIGNER DATE SHEET JOB NO. M ARAUHN 1 27 93 2 OF 2 W-367 v m p744,1774 .47. oat, ry r I 1 2 3 4 5 6 7 I 8 I •r 9 10 11 12 ' 13 14 15 16 44, • • TN 7,7 m ,.4, - -,- m.. ,. .----,17I - M*WW.,... to nom M 44.Y. *. . Pa tax. Y...wry 20-0 -- 4 ZIz Zit I0 -C,0 10-0 SIS 10- I 11Z 11L H-��-------��'-- 1 IO -LP 10-0 0,\ I "I o 10 a - I 11Z- 10 -Co 10-(4' 10-0 ZIL ZIL -— — 10-0 10-0 20.0` 20'-cs :r Z L - -. -. �_.,�,- - - -- �M1 10-0 10-0 IIL IIZ I L I L ---4Q'-------;1:----+----.I6,----- -ia--- 10-0 10-0 10-0 10-0 19 I 1 W1 IIL 11z 10-0 0 IF 'y' L-, 1 J P- 1x`11 -1 11-Nt;'- - .- ... - ---�b�-. — �4� - 10-Cv 10 -0 ,0 14 I. 10 11z 1'L I0 -cam 10-0 111.. 144 IIL 10-V 10-0 4.774 - - - .4Fil-1 I 0 I a- 0 oz.Is 3i , Ii a 414- F IIL 12-0 Ili --1 1 I :ti I it. tAi Flo 117.. 10-0 It.. 12.- ►2- 0 14. K8 IL 10-0 11 F It -0 11L 11z 10 -Cs 10-0 10 -Cs I'L 10 -0 IIL 10-0 IZ-0 11L 1'z 10-0 12-0 IIz. I z --� — -.T.' 10 -0 10-0 - 1%1- - •- - 101 -..-------1�1 I I, 2010" r^*^ ^ -,- r te, m , �T-- r 'r 11 *Amy 0 ..e....`.....a..... .....,...4.—..0 �. a.....W....—.Y... �.a_auar.LLa1 .-uWY ZIz Z. - --5 ------ -4I--- 10-0 10-0 11z 11z 10- 0 10-0 -101- - - - - - -16►- —4,+••••• - - - - - - ,w�►-- --la+- - - - - - - - -+ol-- 1 Z. s.. ZIL 10-0 10-0 IIs. IIL - - -�` - - - .- - 10-0 10-O ,01 2 20=0" 20 = 0" Z1L mom -- -,o,- 10-0 150--�...,.-.-.--.- -+01- REMOTE AREA. -'181—•--- -- --+6►- Is 11z. Ii -(61 14I1 10-0 l0-0 II Ilzl 12-0 NEW WALL 11 10-0 ...4§14444. 10-0 IIZ 1'Z-0 IZ-04 llt 10-0 -I� 111 IIL _• - -Cj+- -IIL --10-D 4); 10-o 10-0 I, 111 1' 11-0 i IL 10-0 IIL 10-0 I0-0 lil 11z 10-0 — -4d+- I4YDRAULICALL`( 10-0 lz 10-0 — — -1 I— — — - --b;-----r---(!1r--- --0 10•-0 10-0 1,11e-teja-- 4i44- -1b 1- -, I -{ �41Y LL I 111M1 AIMtl wW 1.4114 11{ ZIz. 2't - --;br- — 10-0 1 -CO I'z- 11z. 10-0 7 -Co (1L 10-0 11- 0 I'z 1 0 I q n; AI WIW 411 1 11 21-0 \3I� 2Iz 2'L ZIL �.IL 'et — - gjl'- -- — - �h- _- ............. --- -4..�}- 5-cam 8-O &-co to-cv 2r Co 9 IL-�a-- — .- c,a S -O 11L 11L 10 10 10-0 \9 `ti- ‘ ‘ (ro1 by o1 0 r � 11t.1. \ 1 1 IO-(s 2 -Co 1 of ...- - ,-- - - - - -+Q*- - - - - - — IQ►- - CALCULATED TO DELIVER .2Z5 4Pnn OvhR 2(000 SO Fr.. LOCAL ION 4!)ASE.D 014 A2.EA OF MULTIPLE. ROW RACK STORAGE e)ELOvi PLUS 20-0" BEYOND SYSTEM DEMAND IS 75'1 AT BASE OF RISER, ._---4 l--------+8►--- - ----461- -.q,,.._,- y �'- RIPPYYPP• ca -4. 11 111. _ I0-0 1i- —10-0 EXISTING WALL 1L 10-0 —IVB------ --' —1�"— to 1'L 11z 3.0 � _-- 10-0 --+gl 0 IIL •151— - - - - - - - -1§0- 10-0 a§r 10-0 12. IIL lit. 11L 10-0 10.0 I0-0 10.0 GP^A@(AS 2 PSI I' o 1 \(9 ‹moi V -1a1- - 7.4 -- P Ajs .V C� LQ t. 111. • IIL -- -r;--- I. _-g4--- 10-0 10-0 b„,o — ------,a\--4 --- 11z 111.. ^V T - 10-0 10-0 a— 4-----^' ZrCP 14. 4 1 - It - 10 -0 r. • 31 0- 2-01 4 1 0- 2 - OVERHEAD SPRINKLER DESIGN CRITERIA FOR STORAGE IN SINGLE ANO DOUBLE ROW RACKS GIVEN: 1) Class I commodity - Meat in non -encapsulated cardboard cartons 2) conventional pallets 3) dry pipe sprinkler system 4) 25 feet maximum storage height 5) 8 ft or greater aisles 6) 286 degree ceiling sprinklers 7) (1) level of in -rack sprinklers to be provided STEP (1): STEP (2): STEP (3): STEP (4): STEP (5): Per Factory Mutual Loss Prevention Data Sheet 8-33 "Rack Storage of Materials”, Table 4-2 "Single and Double Row Racks over 12 ft up through 25 ft high without solid shelves". For storage over 20 ft up through 25 ft - Class I commodity non -encapsulated storage with 8 ft aisles and in -rack sprinklers, we use Fig 4-2 curve (a), apply table 4-6, and add 30% to the design area for a dry system. Per Fig 4-2 curve (a), we find the density for 2000 sq ft design area is .19 gpm. Table 4-8 does not apply, but we do add 30% to the design area for a dry system (2000 x 1.3 = 2800). The final density is .19 gpm over 2800 sq ft. In section C "Hose Demands and Connections", paragraph 1, "Hose Demand", 500 gpm is required for hose streams, of which at'least 100 gpm should be for inside hose streams. In section C "Hose Demands and Connections", paragraph 2, "Hose Connections", small interior hose lines not exceeding 100 feet in length are required. (interior small hose lines are OVERHEAD SPRINKLER DESIGN CRITERIA FOR STORAGE IN MULTIPLE ROW RACKS GIVEN: 1) 2) 3) 4) 5) 6) 7) Class I Commodity - Meat in non -encapsulated cardboard cartons conventional pallets dry pipe sprinkler system 25 feet maximum storage height 8 ft orgreater aisles 288 degr,ee ceiling sprinklers (1) level of in -rack sprinklers to be provided STEP (1): Per Factory Mutual Loss Prevention Data Sheet 8-33 "Rack Storage of Materials", Table 4-4 "Multiple row racki over 12 ft up through 25 ft high without solid shelves". For storage over 20 ft up through 25 ft - Class I commodity non -encapsulated storage with in -rack sprinklers. we use Fig 4-2 curve (b), apply table 4-8, and add 30% to the design area for a dry system. STEP (2): Per Fig 4-2 curve (b), we find the density for 2000 sq ft design area is .225 gpm. STEP (3): Table 4-6'does not apply, but we do add 30% to the The final, density is .225 gpm over 2600 sq ft. STEP (4): In section C "Hose Demands and Connections", paragraph 1, "Hose Demand', 500 gpm is required for hose streams, of which at least 100 gpm should be for inside hose streams. STEP (5): In secti9n C 'Hose Demands and Connections', paragraph 2, "Hose Connections", small interior hose lines not exceeding 100 feet in length are required. (interior small hose lines are 4 EXISTING OVERHEAD SPRINKLERS 10 BuTTEZ.FLN VALVE. 11 9 • 19 Lc; Please call: 575-4407 'It and give this lob and exact address for shut-, • 0 11 2 III 20-0 ra-- .1_,0: ACCEPTED a WITHOUT COMMENTS. CI AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawmgs after this date will voiJ this acceptance and will require a resubmittal of revised drawings Final acceptance is sublect to field Inspec Py a representative of this deportment DATE BY CITY OF TUKWILA 575 440/ NEW EXISTING PLANS ACCLPTED SUBJECT TO Clil\NOLS INDICATED AND COMMENTS IN TPANSMITIAL LEITER inatiOn relrld oniv oe giver, v hen in iteria's tests have been 1.,ertifted items slpern41, torm shook.) be sabmitiod tot each nser this a‘ceotoinve vans if there biloty of the FM companies is lames to their insUrance policy coverages. 4" DRY PiPE. 'VALVE RISER DETAIL Date 277 / FRIPT HANGER LEGEND A COACH SCREW ROD TOP BEAM CLAMP EYE ROD CEILING FLANGE SIDE BEAM BRACKET SHORT CUP MACHINE THREADED ROD POWDER DRIVEN STUD WEDGE ANCHOR 2 WAY EARTHQUAKE BRACE iv' 4 WAY EARTHQUAKE BRACE )0 STRUCTURE TO CENTER LINE OF PIPE IN INCHES' SPRINKLER LEGEND et 0 xm SPRINKLER ORIFICE SIZES AND TYPE 1-0 16 SPRAY 1/7 4 17 32 SPRAY I 3/4 2 1 1/7 - DRY TYPE TEMP RATING 165' ec cn 1/2 cta SPRINKLERS USED SYM MANUFACTURER TYPE MODEL ., 1 it v ORIF SIZE THRD SIZE -1 - 1 a- QTY 1 9- v :(!, '0 e- tr 1- c 0 - / p -'� aO / I I'r- •. I ♦Atr 4 I I I roil ' a-, -/ _e) r- • r v C / ^ CT '3 r v / .1 cr a- ,a. J E VII S '1 a- G �r -0 - cr o�0 v / / 1` 44, • • TN 7,7 m ,.4, - -,- m.. ,. .----,17I - M*WW.,... to nom M 44.Y. *. . Pa tax. Y...wry 20-0 -- 4 ZIz Zit I0 -C,0 10-0 SIS 10- I 11Z 11L H-��-------��'-- 1 IO -LP 10-0 0,\ I "I o 10 a - I 11Z- 10 -Co 10-(4' 10-0 ZIL ZIL -— — 10-0 10-0 20.0` 20'-cs :r Z L - -. -. �_.,�,- - - -- �M1 10-0 10-0 IIL IIZ I L I L ---4Q'-------;1:----+----.I6,----- -ia--- 10-0 10-0 10-0 10-0 19 I 1 W1 IIL 11z 10-0 0 IF 'y' L-, 1 J P- 1x`11 -1 11-Nt;'- - .- ... - ---�b�-. — �4� - 10-Cv 10 -0 ,0 14 I. 10 11z 1'L I0 -cam 10-0 111.. 144 IIL 10-V 10-0 4.774 - - - .4Fil-1 I 0 I a- 0 oz.Is 3i , Ii a 414- F IIL 12-0 Ili --1 1 I :ti I it. tAi Flo 117.. 10-0 It.. 12.- ►2- 0 14. K8 IL 10-0 11 F It -0 11L 11z 10 -Cs 10-0 10 -Cs I'L 10 -0 IIL 10-0 IZ-0 11L 1'z 10-0 12-0 IIz. I z --� — -.T.' 10 -0 10-0 - 1%1- - •- - 101 -..-------1�1 I I, 2010" r^*^ ^ -,- r te, m , �T-- r 'r 11 *Amy 0 ..e....`.....a..... .....,...4.—..0 �. a.....W....—.Y... �.a_auar.LLa1 .-uWY ZIz Z. - --5 ------ -4I--- 10-0 10-0 11z 11z 10- 0 10-0 -101- - - - - - -16►- —4,+••••• - - - - - - ,w�►-- --la+- - - - - - - - -+ol-- 1 Z. s.. ZIL 10-0 10-0 IIs. IIL - - -�` - - - .- - 10-0 10-O ,01 2 20=0" 20 = 0" Z1L mom -- -,o,- 10-0 150--�...,.-.-.--.- -+01- REMOTE AREA. -'181—•--- -- --+6►- Is 11z. Ii -(61 14I1 10-0 l0-0 II Ilzl 12-0 NEW WALL 11 10-0 ...4§14444. 10-0 IIZ 1'Z-0 IZ-04 llt 10-0 -I� 111 IIL _• - -Cj+- -IIL --10-D 4); 10-o 10-0 I, 111 1' 11-0 i IL 10-0 IIL 10-0 I0-0 lil 11z 10-0 — -4d+- I4YDRAULICALL`( 10-0 lz 10-0 — — -1 I— — — - --b;-----r---(!1r--- --0 10•-0 10-0 1,11e-teja-- 4i44- -1b 1- -, I -{ �41Y LL I 111M1 AIMtl wW 1.4114 11{ ZIz. 2't - --;br- — 10-0 1 -CO I'z- 11z. 10-0 7 -Co (1L 10-0 11- 0 I'z 1 0 I q n; AI WIW 411 1 11 21-0 \3I� 2Iz 2'L ZIL �.IL 'et — - gjl'- -- — - �h- _- ............. --- -4..�}- 5-cam 8-O &-co to-cv 2r Co 9 IL-�a-- — .- c,a S -O 11L 11L 10 10 10-0 \9 `ti- ‘ ‘ (ro1 by o1 0 r � 11t.1. \ 1 1 IO-(s 2 -Co 1 of ...- - ,-- - - - - -+Q*- - - - - - — IQ►- - CALCULATED TO DELIVER .2Z5 4Pnn OvhR 2(000 SO Fr.. LOCAL ION 4!)ASE.D 014 A2.EA OF MULTIPLE. ROW RACK STORAGE e)ELOvi PLUS 20-0" BEYOND SYSTEM DEMAND IS 75'1 AT BASE OF RISER, ._---4 l--------+8►--- - ----461- -.q,,.._,- y �'- RIPPYYPP• ca -4. 11 111. _ I0-0 1i- —10-0 EXISTING WALL 1L 10-0 —IVB------ --' —1�"— to 1'L 11z 3.0 � _-- 10-0 --+gl 0 IIL •151— - - - - - - - -1§0- 10-0 a§r 10-0 12. IIL lit. 11L 10-0 10.0 I0-0 10.0 GP^A@(AS 2 PSI I' o 1 \(9 ‹moi V -1a1- - 7.4 -- P Ajs .V C� LQ t. 111. • IIL -- -r;--- I. _-g4--- 10-0 10-0 b„,o — ------,a\--4 --- 11z 111.. ^V T - 10-0 10-0 a— 4-----^' ZrCP 14. 4 1 - It - 10 -0 r. • 31 0- 2-01 4 1 0- 2 - OVERHEAD SPRINKLER DESIGN CRITERIA FOR STORAGE IN SINGLE ANO DOUBLE ROW RACKS GIVEN: 1) Class I commodity - Meat in non -encapsulated cardboard cartons 2) conventional pallets 3) dry pipe sprinkler system 4) 25 feet maximum storage height 5) 8 ft or greater aisles 6) 286 degree ceiling sprinklers 7) (1) level of in -rack sprinklers to be provided STEP (1): STEP (2): STEP (3): STEP (4): STEP (5): Per Factory Mutual Loss Prevention Data Sheet 8-33 "Rack Storage of Materials”, Table 4-2 "Single and Double Row Racks over 12 ft up through 25 ft high without solid shelves". For storage over 20 ft up through 25 ft - Class I commodity non -encapsulated storage with 8 ft aisles and in -rack sprinklers, we use Fig 4-2 curve (a), apply table 4-6, and add 30% to the design area for a dry system. Per Fig 4-2 curve (a), we find the density for 2000 sq ft design area is .19 gpm. Table 4-8 does not apply, but we do add 30% to the design area for a dry system (2000 x 1.3 = 2800). The final density is .19 gpm over 2800 sq ft. In section C "Hose Demands and Connections", paragraph 1, "Hose Demand", 500 gpm is required for hose streams, of which at'least 100 gpm should be for inside hose streams. In section C "Hose Demands and Connections", paragraph 2, "Hose Connections", small interior hose lines not exceeding 100 feet in length are required. (interior small hose lines are OVERHEAD SPRINKLER DESIGN CRITERIA FOR STORAGE IN MULTIPLE ROW RACKS GIVEN: 1) 2) 3) 4) 5) 6) 7) Class I Commodity - Meat in non -encapsulated cardboard cartons conventional pallets dry pipe sprinkler system 25 feet maximum storage height 8 ft orgreater aisles 288 degr,ee ceiling sprinklers (1) level of in -rack sprinklers to be provided STEP (1): Per Factory Mutual Loss Prevention Data Sheet 8-33 "Rack Storage of Materials", Table 4-4 "Multiple row racki over 12 ft up through 25 ft high without solid shelves". For storage over 20 ft up through 25 ft - Class I commodity non -encapsulated storage with in -rack sprinklers. we use Fig 4-2 curve (b), apply table 4-8, and add 30% to the design area for a dry system. STEP (2): Per Fig 4-2 curve (b), we find the density for 2000 sq ft design area is .225 gpm. STEP (3): Table 4-6'does not apply, but we do add 30% to the The final, density is .225 gpm over 2600 sq ft. STEP (4): In section C "Hose Demands and Connections", paragraph 1, "Hose Demand', 500 gpm is required for hose streams, of which at least 100 gpm should be for inside hose streams. STEP (5): In secti9n C 'Hose Demands and Connections', paragraph 2, "Hose Connections", small interior hose lines not exceeding 100 feet in length are required. (interior small hose lines are 4 EXISTING OVERHEAD SPRINKLERS 10 BuTTEZ.FLN VALVE. 11 9 • 19 Lc; Please call: 575-4407 'It and give this lob and exact address for shut-, • 0 11 2 III 20-0 ra-- .1_,0: ACCEPTED a WITHOUT COMMENTS. CI AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawmgs after this date will voiJ this acceptance and will require a resubmittal of revised drawings Final acceptance is sublect to field Inspec Py a representative of this deportment DATE BY CITY OF TUKWILA 575 440/ NEW EXISTING PLANS ACCLPTED SUBJECT TO Clil\NOLS INDICATED AND COMMENTS IN TPANSMITIAL LEITER inatiOn relrld oniv oe giver, v hen in iteria's tests have been 1.,ertifted items slpern41, torm shook.) be sabmitiod tot each nser this a‘ceotoinve vans if there biloty of the FM companies is lames to their insUrance policy coverages. 4" DRY PiPE. 'VALVE RISER DETAIL Date 277 / FRIPT HANGER LEGEND A COACH SCREW ROD TOP BEAM CLAMP EYE ROD CEILING FLANGE SIDE BEAM BRACKET SHORT CUP MACHINE THREADED ROD POWDER DRIVEN STUD WEDGE ANCHOR 2 WAY EARTHQUAKE BRACE iv' 4 WAY EARTHQUAKE BRACE )0 STRUCTURE TO CENTER LINE OF PIPE IN INCHES' SPRINKLER LEGEND et 0 xm SPRINKLER ORIFICE SIZES AND TYPE 1-0 16 SPRAY 1/7 4 17 32 SPRAY I 3/4 2 1 1/7 - DRY TYPE TEMP RATING 165' ec cn 1/2 cta SPRINKLERS USED SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUT FINISH ORIF SIZE THRD SIZE TEMP QTY H TOTAL 14 FITTING LEGEND APPROVALS REQUIRED G FSN FIT PREP SHAPED NIPPLE CITY OF TUKWILA H HOOKER OWNER mT "----.PESN MECHANICAL TEE PLAIN END SHAPED NIPPLE P PIPE 0 LET DISTRIBUTION SN SHAPED NIPPLE FACTORY MUTUAL TSN THREADED SHAPED NIPPLE CITY OF TUKWILA W WELDED OWNER ZF ZERO FLEX GROOVED COUPLING QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN THUSLY (1 6 ) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTION 3 15 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SECTION 3 1 6 JOINING OF PIPE AND FITTINGS THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 SECTIONS 3 12 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED By OTHERS 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10 FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY PIPENOTES REVISIONS MK DATE BY CONTRACT WITH ASSOCIATED GROCERS 3301 SOUTH NORFOLK PO BOX 3763 SEATTLE) WA 98124 ATTENTION RAY GOODING 764-7802 CONTRACT NAME ASSOCIATED GROCERS MEAT ROOM RACK SPKR REVISIONS PERISHABLES BUILDING 3301 SOUTH NORFOLK SEATTLE, WA FIRE PROTECTION DESIGN, INC 16024 69th Avenue Court East Puyallup, WA. 98373 Bus (206) 531-2191 Fax (206) 531- 2375 DESIGNER M BRAUHN DATE 5-14-91 SHET 12 /71 "<] /X'Z 15 16 0015 446 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 G 32 ' vU !/ 0 er ! 46 -I or 0 �O A �`Q I rylryrr / iMu.l lOrllMf . ,, n ..m4 '4." 1.1`,...011,,,O.'"'.11,110". e -xee• ! '3 t A0 'c' -% Pv ! -0 cr- 1 0 / ff` ,9 -e AO yam...,A z }O" Za=o zo=d' Zo:d' 2O -Ci‘ Z1=o" 10C -c; cir R 47 r---- Ir .nC .+�« �`^1FYy"•� "y,.. ' ,aw'Mr A' I' ��a.wkwwnrww.ni ,,,. .e „ I C Z arm _. 07.7,7 DROP 21t X 10-0 GbE TO ZIZ VI COUP (GxIST) x 9-10/z T}G TO ZkZ1.4. TEE. (Ne -,N) 8 O a -o /( DROP Z x 10-0 GaC -To 24." VIC, r..00p(Exisr) D Zt.k 9- 1117.. T}c. Ta ZXLx2'L TEG (14EW) - i AA 1 yW� DIIIkOP 2:. x 10-O Gf5E TO 'et" NIC. GOUP(Ex15T) Z' x I0 -0'L,. TQC To is .O REMOTE AREA: (o -z) /1 Z I (o-2) I -o z z 4134 x / (o -z X 0 46 1 r r1 0 f5 0 -z- o- ••••••=1 o - 3O? . - .N ,r 3 -0 (Zo.o) O 0I 4; e.0 b Z n,e 2.' t Rel.° GATE. EXIST. NOSG RACK AND PWG OPENING z -o e -o 3 20-0 z —�I 7- 5 0-8 HY RAULIGACALCULATED To DELIVER 22 GPM MI IMUM FLC)vd PER kEAD WITH (o HEAD FLOWINCa, SY' 5A TEM DEMAND IS Z30 GPM e Co 4.5 PSI AT E OF MISER. (INCLUDES 100 GPM FOR ? INSIDE 1-10SE STREAMS ) i*li, (p-2) +5 ( ro (o-Z)C} 7:;" . ".""7, 1'� -.,,,..n.- "7"." „"—''f *,t,4t.74'93'"^b"Y^'+ t i% i z- > 1'z % .d t Iti • dj 4.. —�� IzEMoV E. ESIOLLAI2P) TOP 7 45 • L=240 90 0 0 0 t - • NEIN WALK, RAMP EXIS? WALK 4. Ws/EF% COVER 444 — 4.40. M./ FLOOR PLAN G, e UP 464.4 •-r1,. .UPL FI O'4 5' 0" CIA R AREA A 1 c)ocDR A50V E_ F L1 DRY GROCERY WAREHOUSE sr .LL TA81....E1Q l_oUNCCE. MAIL 6.40( ES Keg —4N004 -- FLOOR , 1 r =9 PARTIAL. ____„__REPLACEMENT DISPATCH BLDG REMovEj OPEN IA-IAL.L.S 143' .011 ( rr /IE -085 E I E —105 W 30' WIDE EASEMENT TO STATE HIGHWAY DEPARTMENT .11 TOP 7 42 IE -242 E IE -257 W.— SEATTLE CITY LIMITS tit y tp ▪ MST 13LP6 To 6 E. ASPH RCMOVEr, TOP 7 4 I I E 015 E —112 E —117 E N t31 TOP 6 95 IE -045 TOP IE— IE— TOP 4 80 IE 258 IE 233W TOP 5 9� IE 30 - cdk CIVIL PLAN 6 At 41 1 249 E \ I E\ 2549\ V 1"=50' 0 0) TOP 7 —1 IE -2c IE -2: GENEF ALTEF S NOF MONUMENT N 78 13' 59" W 5 00 S 11 46'01" W L=221 60 1/8" = 1'-0" EXST TRA SPORTATI�fI —BLDG � 1 11 MAI. 2(.01 0i1 r ADD HG ACCebeo RAM 2 F EMOVE Ej(5'T 015PATC H �L eaoL.LAIIGS r -- - 4 PAR1V NG `3TALLL• �LACE H ANo14E 13LCaCa FRAM 0M el TE. SITE PLAN 9NIAI3338 lu, •Iw+V 4 " V it rr r td y ❑ s C7 —1'1 70 70 171 e - Or," 7 n u L l � I' • fr x T S 5L G T IDEM IM • hrr Ip O 0 O 0 APPROX SCALE 1/32" = 1'-0" L 1 1 5 LIQ I 1 I 0 1 1 I i I 1 0 I 1 1 l 1 1' o I 1 a 1 I I 1 1 1 0 1 1 1 1 I 1 a 1 1 1 CODE ANALYSIS Jurisdiction Location Zoning Building Code • Tukwila, Washington Seattle/Tukwila Campus Of Associated Grocers, Inc P 0 Box 3763 3301 South Norfolk Seattle, WA 98124 M 1, Light Industry UBC, 1988 Adjacent Building Occupancy Construction Type Area Allowed Floor Area Setbacks B2 IFR fl Unlimited 660 000 (mostly in SeattI ) (85 000 immediate adjacent area) 60' all around Max Height UBC 2 stories 55 feet Tukwila 4 stones 45 feet Parking Existing area 283,283 S F Additional area +1,000 S F Total Area 284 283 S F Required 284,283 S F 1 000 S F /Stall = Actual = Occupancy Separation B 2 to B 2, none required 85 stalls 97 stalls Replacement Dispatch Building B2 VN 8,000 s f 2016sf Front 25' Side None Rear 5' Public Toilets Provided in adjacent building for existing dispatch office No additional necessary Reduction of Existing Hazard Ref UBC Paragraph 106 By removing a "Black Coach" type building and replacing it with a safer,` more stable, energy efficient budding which is already on site we reduce the hazard in 2 ways • reducing total occupancy on site • removing an undesiteable building type S ST'41 REC ORN BARTON 1044ST .4 f Q 5 S ID S_f n Jo. 44' �4 .0l • S BENEFIT z 0 za &ABRIDGE o3 7�; or o. %OE•- 10 f S TCHEQ ST ▪ S BONO S NORFOLK 5T .4 4 S COOPER 411 S "GA/ LEST 5 4 • l no PARK SITEI 5 RAINIER 601.1 COUNTRY CLUB. s ST 445144 1‘6114 ST e 117014 SOR xf Tv OUTHERN PARR ul ST VICINITY MAP 177410 0.sui snooper owes PRESENT LOCATION OF BUILDING eX NEW LOCATION OF BUILDING VIE NT NORTH CAMPUS SITE PLAN 1.4 h 4,444 4 ARCHITECTURE GROUP 1 Suite 600 3050 152ND AVENUE N/E REDMOND WASHINGTON 98052 TELEPHONE (206) 882 6060 FAX NO (206) 869 1592 ARLAN E COLLINS KEITH A NULL AIA PRINCIPAL ARCHITCTS, 41 hi ASSOCIATED, GROCERS, INC. DISPATCH TRAILER REPLACEMENT TUKWILA, WASHINGTON PRELIMNARY FOR REVIEW_ONLY NO DATE REVISIONS PROJECT NUMBER 258 4 DATE DRAWN BY CBL ITEM F 1 et SHEET TITLE AND PLANS GENERAL INFORMATION SHEET NUMBER A1.1 RECEIVED (Try OF TUKWILA PERMIT CENTER hI FIRE PROTECTION DESIGN, INC. 16024 69th Avenue Ct E Puyallup, WA. 98373 BUS [206) 531- 2191 FAX [206) 531-2375 PROJECT NAME Associated Grocers ADDRESS 3301 South Norfolk CONTRACT NO. 0015 DATE 5-16-91 Seattle, WA OCCUPANCY GROUP ( PER UBC) BUILDING TYPE (PER UBC) HAZARD DESCRIPTION Rack storage of class I commodity to 25 ft HAZARD CLASS PER NFPA 231C rack storage._ SPECIFIC RULING: RULING MADE BY: DENSITY: .225 OF GPM OVER THE HYDRAULICALLY MOST REMOTE SQUARE FEET. AVERAGE AREA OF COVERAGE PER SPRINKLER: 97 HOSE ALLOWANCE INCLUDED IN CALCULATIONS: INSIDE IN—RACK SPRINKLER ALLOWANCE: SYSTEM TYPE: DRY SPRINKLER MANUFACTURER: ORIFICE SIZE: 2600 SQUARE FEET 100 GPM OUTSIDE 400 GPM 137 GPM ADDED AT base of riser GEM MODEL: F950 2 TEMP': 286 WATER SUPPLY: STATIC 120 PSI; RESIDUAL 70 ELEVATION K—FACTOR 5.55 PSI; GPM 2780 0 FT; LOCATION OF TEST U.G. CONN TEST DATA PROVIDED BY: FACTORY MUTUAL SUMMARY: GPM REQUIRED 974 PSI REQUIRED 65.2 "C" FACTOR USED: OVERHEAD 100 UNDERGROUND 140 Factory Mutual Engineering To ha es Indicated and 27 LiGbility Of Zfl Policy Coverage Division - Plans Accepted Subject Comments in Transmitral Leger Co's is Limited To Their Insurance I3evis -icd By DL3(.t) CONTRACT NO. o is -. ame-A•dress of PropertA 0 0 •r� rn r., a) 1.4 0 cd E 0 0 4J ns a) System No. ....... 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IIINIIIII 11111111111 811111111 11011011 a W 0 A .... r1.+ ... •.44 •4 4 00 •rl � aD 1.4w1-4 •rd a 0 L;0 �o r+ b a W •p ,C 0\ . 11111XIIIMilI 1 ,n—rack s•rinklers' 1111111111 U11111111 1111111111 1111111111 111111111 111111111 111/111111 111111n11 11111/1111 1111111111 11111/1/11 1111111111 1111111111 111/1/1111 111111111 111111111 1111111/11 1111111111 1111111111 11111/11/1 1111111111 IIIHIIIII IIHIII111 11111 1a111NA111111111i1 0 0 0 ISd - 3HIf1SS33d SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 1 FLOW TEST RESULTS STATIC 120.00 PSI RESIDUAL AT 2780.0 GPM 70.00 PSI PRESSURE AVAILABLE AT 1374.0 GPM 106.42 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 115 28.91 21.85 5.55 27.13 123 22.59 20.81 5.55 16.56 124 21.74 20.81 5.55 15.34 125 21.43 20.81 5.55 14.91 126 21.41 20.81 5.55 14.88 127 21.50 20.81 5.55 15.01 128 21.99 20.81 5.55 15.70 129 23.11 20.81 5.55 17.34 130 25.15 21.85 5.55 20.53 138 22.58 20.81 5.55 16.55 139 21.73 20.81 5.55 15.32 14.0 21.42 20.81 5.55 14.90 141 21.40 20.81 5.55 14.86 142 21.49 20.81 5.55 15.00 143 21.98 20.81 5.55 15.68 144 23.10 20.81 5.55 17.32 145 25.13 21.85 5.55 20.51 153 22.57 21.38 5.55 16.53 154 21.71 21.38 5.55 15.30 155 21.41 21.38 5.55 14.88 156 21.38 21.38 5.55 14.84 157 21.48 21.38 5.55 14.98 158 21.96 21.38 5.55 15.65 159 23.07 21.38 5.55 17.29 160 25.11 22.44 5.55 20.47 168 25.35 17.55 5.55 20.86 169 24.21 17.55 5.55 19.03 170 23.80 17.55 5.55 18.39 171 23.77 17.55 5.55 18.34 172 23.88 17.55 5.55 18.51 173 24.49 17.55 5.55 19.48 174 25.93 17.55 5.55 21.83 1 237.27 235.68 29.36 65.31 - In -Rack sprinkler and Inside Hose Stream flow added at the base of riser. SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 05-14-1991 PAGE 2 974.02 GPM 400.00 GPM - Outside Hose Streams 1,374.02 GPM 66.24 PSI 0.083 PSI 16.79 FPS SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 170 171 1.610 L 12.00 0.0041 PT 18.34 (171) Q 7.96 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.05 169 170DQ 23.80 1.610 L 12.00 0.0532 PT 18.39 (170) Q 31.75 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.64 168 169DQ 24.21 1.610 L 12.00 0.1519 PT 19.03 (169) Q 55.96 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 1.82 79 168DQ 25.35 1.610 L 9.33 0.3032 PT 20.85 (168) Q 81.31 F=E F 3.00 PE 0.00 BL C100 T 12.33 PF 3.74 39 79 1.610 L 1.20 0.3032 PT 24.59 ( 79) Q 81.31 F=T F 6.00 PE 0.00 RN C100 T 7.20 PF 2.18 40 39DQ -16.71 6.065 L 5.00 0.0003 PT 26.77 ( 39) Q 64.60 F=0/0 F 0.00 PE 0.00 CM2 C100 T 5.00 PF 0.00 41 40DQ 26.04 6.065 L 7.40 0.0006 PT 26.77 ( 40) Q 90.64 F=0/0 F 0.00 PE 0.00 CM2 C100 T 7.40 PF 0.00 42 41DQ -45.34 6.065 Q 45.30 Q 45.30 Q 45.30 Q 45.30 Q 45.30 82 42 211 82 210 211 209 210 1.610 1.610 1.610 1.610 L 9.25 0.0002 PT 26.77 ( 41) F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.25 PF 0.00 L 1.30 0.1027 PT 26.77 ( 42) F=T F 6.00 PE 0.00 RN C100 T 7.30 PF 0.75 L 2.50 0.1027 PT 27.52 ( 82) F=0/E F 3.00 PE 0.00 BL C100 T 5.50 PF 0.56 L 10.50 0.1027 PT 28.08 (211) F=0 F 0.00 PE 0.00 BL C100 T 10.50 PF 1.08 L 10.00 0.1027 PT 29.16 (210) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 4 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 208 209 207 208 206 207 205 206 204 205 203 204 202 203 201 202 200 201 199 200 198 199 197 198 Q 45.30 Q 45.30 Q 45.30 Q 45.30 Q 45.30 Q 45.30 Q 45.30 Q 45.30 Q 45.30 Q 45.30 Q 45.30 Q 45.30 1.610 L 10.00 0.1027 PT 30.19 (209) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 31.22 (208) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 32.25 (207) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 33.28 (206) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 34.31 (205) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 35.34 (204) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 36.37 (203) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 37.40 (202) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 38.43 (201) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 39.46 (200) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 40.49 (199) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1027 PT 41.52 (198) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 5 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 61 197 21 61 20 21 Q 45.30 Q 45.30 Q 45.30 81 41 196 81 195 196 194 195 193 194 192 193 191 192 190 191 189 190 Q 45.34 Q 45.34 Q 45.34 Q 45.34 Q 45.34 Q 45.34 Q 45.34 Q 45.34 Q 45.34 1.610 L 53.50 0.1027 PT 42.55 (197) F=E F 3.00 PE 0.00 BL C100 T 56.50 PF 5.80 1.610 L 0.25 0.1027 PT 48.35 ( 61) F=T F 6.00 PE 0.00 RN C100 T 6.25 PF 0.64 6.065 L 9.25 0.0002 PT 48.99 ( 21) F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.25 PF 0.00 PT 48.99 ( 20) 1.610 L 1.30 0.1029 PT 26.85 ( 41) F=T F 6.00 PE 0.00 RN C100 T 7.30 PF 0.75 1.610 L 2.50 0.1029 PT 27.60 ( 81) F=0/E F 3.00 PE 0.00 BL C100 T 5.50 PF 0.57 1.610 L 10.50 0.1029 PT 28.17 (196) F=0 F 0.00 PE 0.00 BL C100 T 10.50 PF 1.08 1.610 L 10.00 0.1029 PT 29.25 (195) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1029 PT 30.28 (194) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1029 PT 31.31 (193) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1029 PT 32.34 (192) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1029 PT 33.37 (191) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1029 PT 34.40 (190) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 6 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 188 189 Q 45.34 1.610 L 10.00 0.1029 PT 35.43 (189) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 187 188 1.610 Q 45.34 186 187 Q 45.34 185 186 L 10.00 0.1029 PT 36.46 (188) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 L 10.00 0.1029 PT 37.49 (187) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 1.610 Q 45.34 Q 45.34 Q 45.34 Q 45.34 Q 45.34 Q 45.34 19 20DQ 45.30 6.065 Q 90.64 184 185 183 184 182 183 60 182 20 60 1.610 172 171 Q 15.81 1.610 1.610 1.610 1.610 L 10.00 0.1029 PT 38.52 (186) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 L 10.00 0.1029 PT 39.55 (185) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 L 10.00 0.1029 PT 40.58 (184) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 L 10.00 0.1029 PT 41.61 (183) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.03 L 53.50 0.1029 PT 42.64 (182) F=E F 3.00 PE 0.00 BL C100 T 56.50 PF 5.81 L 0.25 0.1029 PT 48.45 ( 60) F=T F 6.00 PE 0.00 RN C100 T 6.25 PF 0.64 L 9.40 0.0006 PT 49.09 ( 20) F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.40 PF 0.01 PT 49.10 ( 19) 1.610 L 12.00 0.0147 PT 18.34 (171) F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.18 173 172DQ 23.88 1.610 Q 39.69 L 12.00 0.0804 PT 18.52 (172) F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.96 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 7 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 174 17300 24.49 1.610 L 12.00 0.1957 PT 19.48 (173) Q 64.18 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 2.35 91 174DQ 25.93 1.610 L 0.97 0.3667 PT 21.83 (174) Q 90.12 F=0/E F 3.00 PE 0.00 BL C100 T 3.97 PF 1.46 181 91DQ -64.07 1.610 L 1.97 0.0369 PT 23.29 ( 91) Q 26.04 F=0/E F 3.00 PE 0.00 BL C100 T 4.97 PF 0.18 180 181 1.610 L 12.00 0.0369 PT 23.47 (181) Q 26.04 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.44 179 180 1.610 L 12.00 0.0369 PT 23.91 (180) Q 26.04 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.44 178 179 1.610 L 12.00 0.0369 PT 24.35 (179) Q 26.04 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.44 177 178 1.610 L 12.00 0.0369 PT 24.79 (178) Q 26.04 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.44 176 177 1.610 L 12.00 0.0369 PT 25.23 (177) Q 26.04 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.44 175 176 1.610 L 12.00 0.0369 PT 25.67 (176) Q 26.04 F=0 F 0.00 PE 0.00 BL C100 T 12.00 PF 0.44 80 175 1.610 L 8.33 0.0369 PT 26.11 (175) Q 26.04 F=E F 3.00 PE 0.00 BL C100 T 11.33 PF 0.42 40 80 1.610 L 1.20 0.0369 PT 26.53 ( 80) Q 26.04 F=T F 6.00 PE 0.00 RN C100 T 7.20 PF 0.27 PT 26.80 ( 40) 167 91 1.610 L 3.00 0.1951 PT 23.33 ( 91) Q 64.07 F=0/E F 3.00 PE 0.00 BL C100 T 6.00 PF 1.17 SUBMITTAL SERIAL N0:2447H-06 ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS FROM TO 166 167 165 166 164 165 163 164 162 163 161 162 59 161 19 59 05-14-1991 PAGE 8 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI Q 64.07 Q 64.07 Q 64.07 Q 64.07 Q 64.07 Q 64.07 Q 64.07 Q 64.07 18 19DQ 90.64 6.065 Q 154.71 1.610 L 10.00 0.1951 PT 24.50 (167) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.95 1.610 L 10.00 0.1951 PT 26.45 (166) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.95 1.610 L 10.00 0.1951 PT 28.40 (165) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.95 1.610 L 10.00 0.1951 PT 30.35 (164) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.95 1.610 1.610 1.610 1.610 157 156 Q 14.69 L 10.00 0.1951 PT 32.30 (163) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.95 L 10.00 0.1951 PT 34.25 (162) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.95 L 53.50 0.1951 PT 36.20 (161) F=T F 6.00 PE 0.00 BL C100 T 59.50 PF 11.61 L 0.30 0.1951 PT 47.81 ( 59) F=T F 6.00 PE 0.00 RN C100 T 6.30 PF 1.23 L 9.50 0.0016 PT 49.04 ( 19) F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.50 PF 0.02 PT 49.06 ( 18) 1.610 L 10.00 0.0128 PT 14.84 (156) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.13 158 157DQ 21.48 1.610 Q 36.17 159 158DQ 21.96 1.610 Q 58.13 L 10.00 0.0677 PT 14.97 (157) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.68 L 10.00 0.1629 PT 15.65 (158) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.63 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 9 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 160 159D0 23.07 1.610 L 10.50 0.3024 PT 17.28 (159) Q 81.20 F=0 F 0.00 PE 0.00 BL C100 T 10.50 PF 3.18 78 160DQ 25.11 1.610 L 2.50 0.4978 PT 20.46 (160) Q 106.31 F=0/E F 3.00 PE 0.00 BL C100 T 5.50 PF 2.74 38 78 1.610 L 1.20 0.4978 PT 23.20 ( 78) Q 106.31 F=T F 6.00 PE 0.00 RN C100 T 7.20 PF 3.58 PT 26.78 ( 38) 155 156 1.610 L 10.00 0.0030 PT 14.84 (156) Q 6.69 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.03 154 155D0 21.41 1.610 L 10.00 0.0424 PT 14.87 (155) Q 28.09 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.42 153 154D0 21.71 1.610 L 10.00 0.1224 PT 15.29 (154) Q 49.81 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.22 152 153D0 22.57 1.610 L 10.00 0.2444 PT 16.51 (153) Q 72.37 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 151 152 1.610 L 10.00 0.2444 PT 18.95 (152) Q 72.37 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 150 151 1.610 L 10.00 0.2444 PT 21.39 (151) Q 72.37 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 149 150 1.610 L 10.00 0.2444 PT 23.83 (150) Q 72.37 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 148 149 1.610 L 10.00 0.2444 PT 26.27 (149) Q 72.37 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 147 148 1.610 L 10.00 0.2444 PT 28.71 (148) Q 72.37 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 10 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 146 147 58 146 18 58 Q 72.37 Q 72.37 Q 72.37 1.610 1.610 1.610 L 10.00 0.2444 PT 31.15 (147) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 L 53.50 0.2444 PT 33.59 (146) F=E F 3.00 PE 0.00 BL C100 T 56.50 PF 13.81 L 0.30 0.2444 PT 47.40 ( 58) F=T F 6.00 PE 0.00 RN C100 T 6.30 PF 1.54 17 18DQ 154.71 6.065 L 9.40 0.0032 PT 48.94 ( 18) Q 227.09 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.40 PF 0.03 PT 48.97 ( 17) 142 141 Q 14.77 1.610 L 10.00 0.0129 PT 14.86 (141) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.13 143 142DQ 21.49 1.610 Q 36.27 144 143DQ 21.98 1.610 Q 58.24 145 144DQ 23.10 1.610 Q 81.34 L 10.00 0.0681 PT 14.99(142) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.68 L 10.00 0.1635 PT 15.67 (143) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.63 L 10.50 0.3034 PT 17.30 (144) F=0 F 0.00 PE 0.00 BL C100 T 10.50 PF 3.19 77 145DQ 25.13 1.610 L 2.50 0.4992 PT 20.49 (145) Q 106.47 F=0/E F 3.00 PE 0.00 BL C100 T 5.50 PF 2.75 37 77 1.610 L 1.10 0.4992 PT 23.24 ( 77) Q 106.47 F=T F 6.00 PE 0.00 RN C100 T 7.10 PF 3.54 PT 26.78 ( 37) 140 141 Q 6.62 1.610 L 10.00 0.0029 PT 14.86 (141) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.03 139 140DQ 21.42 1.610 Q 28.04 L 10.00 0.0423 PT 14.89 (140) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.42 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 11 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 138 139DQ 21.73 1.610 Q 49.77 137 138DQ 22.58 1.610 Q 72.35 136 137 Q 72.35 135 136 L 10.00 0.1223 PT 15.31 (139) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.22 L 10.00 0.2443 PT 16.53 (138) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 1.610 L 10.00 0.2443 PT 18.97 (137) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 1.610 Q 72.35 Q 72.35 Q 72.35 Q 72.35 Q 72.35 Q 72.35 Q 72.35 16 17DQ 227.09 6.065 Q 299.43 134 135 133 134 132 133 131 132 57 131 1.610 17 57 127 126 Q 14.77 1.610 1.610 1.610 1.610 1.610 L 10.00 0.2443 PT 21.41 (136) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 L 10.00 0.2443 PT 23.85 (135) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 L 10.00 0.2443 PT 26.29 (134) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 L 10.00 0.2443 PT 28.73 (133) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 L 10.00 0.2443 PT 31.17 (132) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.44 L 53.50 0.2443 PT 33.61 (131) F=E F 3.00 PE 0.00 BL C100 T 56.50 PF 13.80 L 0.50 0.2443 PT 47.41 ( 57) F=T F 6.00 PE 0.00 RN C100 T 6.50 PF 1.59 L 9.25 0.0053 PT 49.00 ( 17) F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.25 PF 0.05 PT 49.05 ( 16) 1.610 L 10.00 0.0129 PT 14.88 (126) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.13 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 12 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 128 127DQ 21.50 1.610 L 10.00 0.0681 PT 15.01 (127) Q 36.27 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.68 129 128DQ 21.99 1.610 L 10.00 0.1636 PT 15.69 (128) Q 58.26 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.64 130 129DQ 23.11 1.610 L 10.50 0.3035 PT 17.33 (129) Q 81.36 F=0 F 0.00 PE 0.00 BL C100 T 10.50 PF 3.19 76 130DQ 25.15 1.610 L 2.50 0.4996 PT 20.52 (130) Q 106.51 F=0/E F 3.00 PE 0.00 BL C100 T 5.50 PF 2.75 36 76 1.610 L 1.10 0.4996 PT 23.27 ( 76) Q 106.51 F=T F 6.00 PE 0.00 RN C100 T 7.10 PF 3.55 PT 26.82 ( 36) 125 126 1.610 L 10.00 0.0029 PT 14.88 (126) Q 6.65 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.03 124 125DQ 21.43 1.610 L 10.00 0.0424 PT 14.91 (125) Q 28.08 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.42 123 124DQ 21.74 1.610 L 10.00 0.1225 PT 15.33 (124) Q 49.81 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.22 122 123DQ 22.59 1.610 L 10.00 0.2446 PT 16.55 (123) Q 72.40 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.45 121 122 1.610 L 10.00 0.2446 PT 19.00 (122) Q 72.40 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.45 120 121 1.610 L 10.00 0.2446 PT 21.45 (121) Q 72.40 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.45 119 120 1.610 L 10.00 0.2446 PT 23.90 (120) Q 72.40 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.45 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 13 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 118 119 117 118 116 117 56 116 16 56 Q 72.40 Q 72.40 Q 72.40 Q 72.40 Q 72.40 1.610 L 10.00 0.2446 PT 26.35 (119) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.45 1.610 L 10.00 0.2446 PT 28.80 (118) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.45 1.610 1.610 1.610 L 10.00 0.2446 PT 31.25 (117) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 2.45 L 53.50 0.2446 PT 33.70 (116) F=E F 3.00 PE 0.00 BL C100 T 56.50 PF 13.82 L 0.60 0.2446 PT 47.52 ( 56) F=T F 6.00 PE 0.00 RN C100 T 6.60 PF 1.61 15 16DQ 299.43 6.065 L 9.25 0.0079 PT 49.13 ( 16) Q 371.83 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.25 PF 0.07 PT 49.20 ( 15) 38 39 Q 16.71 6.065 L 6.50 0.0000 PT 26.81 ( 39) F=0/0 F 0.00 PE 0.00 CM2 C100 T 6.50 PF 0.00 37 38DQ 106.31 6.065 L 9.40 0.0010 PT 26.81 ( 38) Q 123.02 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.40 PF 0.01 36 37DQ 106.47 6.065 L 9.25 0.0032 PT 26.82 ( 37) Q 229.50 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.25 PF 0.03 35 36DQ 106.51 6.065 L 9.25 0.0066 PT 26.85 ( 36) Q 336.01 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.25 PF 0.06 75 35DQ -318.28 1.610 L 1.00 0.0181 PT 26.91 ( 35) Q 17.73 F=T F 6.00 PE 0.00 RN 0 100 T 7.00 PF 0.13 115 75 Q 17.73 1.610 L 2.50 0.0181 PT 27.04 ( 75) F=0/E F 3.00 PE 0.00 BL C100 T 5.50 PF 0.10 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 14 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 114 115DQ 28.91 1.610 L 10.50 0.1084 PT 27.14 (115) Q 46.64 F=0 F 0.00 PE 0.00 BL C100 T 10.50 PF 1.14 113 114 1.610 L 10.00 0.1084 PT 28.28 (114) Q 46.64 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.08 112 113 1.610 L 10.00 0.1084 PT 29.36 (113) Q 46.64 F=0 F 0.00 PE 0.00 BL 0100 T 10.00 PF 1.08 111 112 1.610 L 10.00 0.1084 PT 30.44 (112) Q 46.64 F=0 F 0.00 PE 0.00 BL 0100 T 10.00 PF 1.08 110 111 1.610 L 10.00 0.1084 PT 31.52 (111) Q 46.64 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.08 109 110 1.610 L 10.00 0.1084 PT 32.60 (110) Q 46.64 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.08 108 109 1.610 L 10.00 0.1084 PT 33.68 (109) Q 46.64 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.08 107 108 1.610 L 10.00 0.1084 PT 34.76 (108) Q 46.64 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.08 106 107 1.610 L 10.00 0.1084 PT 35.84 (107) Q 46.64 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.08 105 106 1.610 L 10.00 0.1084 PT 36.92 (106) Q 46.64 F=0 F 0.00 PE 0.00 BL 0100 T 10.00 PF 1.08 104 105 1.610 L 10.00 0.1084 PT 38.00 (105) Q 46.64 F=0 F 0.00 PE 0.00 BL 0100 T 10.00 PF 1.08 103 104 1.610 L 10.00 0.1084 PT 39.08 (104) Q 46.64 F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.08 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 15 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 102 103 101 102 Q 46.64 Q 46.64 1.610 L 10.00 0.1084 PT 40.16 (103) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.08 1.610 L 10.00 0.1084 PT 41.24 (102) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.08 55 101 1.610 Q 46.64 L 53.50 0.1084 PT 42.32 (101) F=E F 3.00 PE 0.00 BL C100 T 56.50 PF 6.12 15 55 1.610 L 0.60 0.1084 PT 48.44 ( 55) Q 46.64 F=T F 6.00 PE 0.00 RN C100 T 6.60 PF 0.72 14 15DQ 371.83 6.065 L 9.25 0.0098 PT 49.16 ( 15) Q 418.48 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.25 PF 0.09 PT 49.25 ( 14) 34 35 6.065 L 9.25 0.0059 PT 26.93 ( 35) Q 318.28 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.25 PF 0.05 74 34DQ -272.85 1.610 Q 45.42 54 74 Q 45.42 Q 45.42 1.610 14 54 1.610 L 1.00 0.1032 PT 26.98 ( 34) F=T F 6.00 PE 0.00 RN C100 T 7.00 PF 0.72 L 196.50 0.1032 PT 27.70 ( 74) F=E/E F 6.00 PE 0.00 BL C100 T 202.50 PF 20.90 L 0.70 0.1032 PT 48.60 ( 54) F=T F 6.00 PE 0.00 RN C100 T 6.70 PF 0.69 13 14DQ 418.48 6.065 L 9.40 0.0119 PT 49.29 ( 14) Q 463.90 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.40 PF 0.11 PT 49.40 ( 13) 33 34 6.065 L 9.40 0.0045 PT 27.00 ( 34) Q 272.85 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.40 PF 0.04 73 33DQ -227.31 1.610 L 1.00 0.1037 PT 27.04 ( 33) Q 45.54 F=T F 6.00 PE 0.00 RN C100 T 7.00 PF 0.73 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 16 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 53 73 13 53 Q 45.54 Q 45.54 1.610 L 196.50 0.1037 PT 27.77 ( 73) F=E/E F 6.00 PE 0.00 BL C100 T 202.50 PF 21.00 1.610 L 0.70 0.1037 PT 48.77 ( 53) F=T F 6.00 PE 0.00 RN C100 T 6.70 PF 0.69 12 13DQ 463.90 6.065 L 9.50 0.0142 PT 49.46 ( 13) Q 509.44 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.50 PF 0.13 PT 49.59 ( 12) 32 33 6.065 L 9.50 0.0032 PT 27.01 ( 33) Q 227.31 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.50 PF 0.03 72 32DQ -181.66 1.610 L 0.96 0.1042 PT 27.04 ( 32) Q 45.65 F=T F 6.00 PE 0.00 RN C100 T 6.96 PF 0.73 Q 45.65 Q 45.65 11 12DQ 509.44 6.065 L 7.75 0.0166 PT 49.57 ( 12) Q 555.09 F=0/0 F 0.00 PE 0.00 CM1 C100 T 7.75 PF 0.13 PT 49.70 ( 11) 52 72 12 52 1.610 1.610 L 196.50 0.1042 PT 27.77 ( 72) F=E/E F 6.00 PE 0.00 BL C100 T 202.50 PF 21.10 L 0.70 0.1042 PT 48.87 ( 52) F=T F 6.00 PE 0.00 RN C100 T 6.70 PF 0.70 31 32 6.065 L 9.50 0.0021 PT 27.05 ( 32) Q 181.66 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.50 PF 0.02 71 31DQ -136.66 1.610 L 0.92 0.1015 PT 27.07 ( 31) Q 45.01 F=T F 6.00 PE 0.00 RN C100 T 6.92 PF 0.70 51 71 1.610 L 198.25 0.1015 PT 27.77 ( 71) Q 45.01 F=2E/2E F 11.00 PE 0.00 BL C100 T 209.25 PF 21.24 11 51 Q 45.01 1.610 L 0.75 0.1015 PT 49.01 ( 51) F=T F 6.00 PE 0.00 RN C100 T 6.75 PF 0.69 SUBMITTAL ASSOCIATED GROCERS MEAT/DELI ROOM RACK SPRINKLER REVISIONS .225/2600 FOR MULTIPLE ROW RACKS 05-14-1991 PAGE 17 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 3 11DQ 555.09 6.065 L 6.50 0.0192 PT 49.70 ( 11) Q 600.10 F=T F 21.00 PE 0.00 CM1 C100 T 27.50 PF 0.53 PT 50.23 ( 3) 30 31 6.065 L 9.50 0.0012 PT 27.07 ( 31) Q 136.66 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.50 PF 0.01 70 30 2.469 L 0.83 0.0987 PT 27.08 ( 30) Q 136.66 F=T F 9.00 PE 0.00 RN C100 T 9.83 PF 0.97 50 70 2.469 L 197.25 0.0987 PT 28.05 ( 70) Q 136.66 F=2E/2E F 17.00 PE 0.00 BL C100 T 214.25 PF 21.15 10 50 2.469 L 0.83 0.0987 PT 49.20 ( 50) Q 136.66 F=T F 9.00 PE 0.00 RN C100 T 9.83 PF 0.97 10 6.065 L 4.00 0.0012 PT 50.17 ( 10) Q 136.66 F=T F 21.00 PE 0.00 CM1 C100 T 25.00 PF 0.03 2 3DQ 600.10 7.981 L 38.20 0.0074 PT 50.20 ( 3) Q 736.75 F=33/0 F 33.00 PE 0.00 FM C100 T 71.20 PF 0.53 1 2 7.981 Q 736.75 0 1DQ 237.26 8.270 Q 974.02 L 74.00 0.0074 PT 50.73 ( 2) F=0/0 F 0.00 PE 13.96 FR C100 T 74.00 PF 0.55 L 105.00 0.0056 PT 65.24 ( 1)- see note 1 F=0/69 F 69.00 PE 0.00 UN C140 T 174.00 PF 0.97 PRESSURE AVAILABLE AT NODE 0 AT 1374.0 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.083 PSI MAXIMUM VELOCITY IN PIPES 16.79 FPS PT 66.21 ( 0) 106.4 PSI Note 1: 100 gpm for Inside Hose Streams and 137 gpm for In -Rack sprinkler flows have been added at the base of the riser. (see in -rack calculations) gO4,Ict4t,i.1e3 2- , 3 T d- C= 100 JOB NAME JOB NUMBER BY A.c.. rAE.w,--1- .M PAc,l� rz.�-v, 22 (sPtv\ r1/4A(,1 04D riPLAN...) K= s•C ooIS Homos �,owI.IC, DENSITY_ AREA GPM SQ FT M, tZ.A0Vt-.� DATE 5- I4 -.'i1 SYSTEM NO I41- IZc-K SHEET OF 2 - Most 1Z1^1wo Ts NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES Ll 4e 3 q LGTH .5 ,211 Pt 15.43 Z -r FIT 7.Z P1 tR- Z O ZZ.00 1. o4q TOTAL 7.1 PI I.1•1 4 LGTH Pt 11.10 FIT Pe - n --- t -le., -1 kc 5.32 "c" - TOTAL Pt q _----- LGTH- 8,3 .211 a 1S, d3 "T e• FIT S Pe DP - I o ZZ. oo , o 49 TOTAL 13.3 Pt 2.S4\ O P - Z a 22.1 ? LGTH $.3 ,-tt. Pt 1$.$7_ k = �.3Z E- -i- FIT 4.3 Pe O 44-.11 1.36 TOTAL 9,co Pt z.o 4 q LGTH Pt 20.3 (p FIT Pe tlac K-= 01.92. O TOTAL Pt IA t -t ,' #* Z a 1.3 8 LGTH 33 , 213 Pt 1$.32 SA*,,., A -S I -14g p -r FIT 4,3 Pe i%.- Z o 4-4.1/ TOTAL 7,c,, . Pt -1.{,f2.- .{eLLGTH q 2.151 LGTH ,QZ4 P1 11.14 FIT Pe 1,1,.1E K= 10.03 O 44.11 TOTAL q.1 Pt ,1,3 q LGTH Pt lam. 17 FIT Pe 1•It IG.L Q,91 --- 0 TOTAL Pt Q LGTH Pt FIT pe 1 -1, -IE Si 3 O 441/ TOTAL PI t_I..tc -0 L q 4Q4.'1' 2.151 LGTH , o a S Pt Zo. 3 (D IC % 1 ,.7 1 FIT Pe o 8.7, TOTAL 9, 7 Pt , bs" (.1.1s4 45.1-/- 2.151 LGTH (A.4 .1813 Pt z1.2.( n n KZ 61. 11 G 4\Le-( FIT ZI I PeSRnnG AS L1-Ic 0Z O 11.75,1A TOTAL 90,S Pt 11,0I c; 2.Ce $5. LGTH . 011 Pt 3S Si- FIT Pe O 13Sj,tp p TOTAL IZ.1S Pt .-II 1.-1 1Det- t-1vse, q SO , 00 LGTH , IZ.1 Pt 3Q . 1S FIT Pe O I $S. (08 7,.(.01. TOTAL I1,1S Pt -1,7,S- .ZSLGTH q LGTH .1 11 P1 41.35 FIT Pe O 1 $S.LJ 2.(i775 TOTAL 1S.'J -- P1 Z:225 g LGTH I3 P1 L) ,'r2, FIT 11,3 Pe r Q 1'6.s.(05 2•(1775 TOTAL ?-4S .121 Pt 3.15 q LGTH Pt 4G. $$ FIT Pt 1 0 TOTAL pt • oizn./.1u-t L.I..►c� Z ,3 4 4 C = 00 JOB NAME JOB NUMBER BY nn R.G. MEAT IZM v FLAW 11+ao04 kt NAP -t1.•1 K = s.L, oOIS DENSITY AREA GPM • 3rw01+-E,1 DATE 5--I4-11 __ SQ FT SYSTEM NO Ii- 1z -kc -t. SHEET Z OF .a.___ NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES ° LGTH sz, 1 , 0 4 Pt 4(A. 86 T FIT I d .3 Pe o 1 SS.c,B 3.7-(0 TOTAL 61L,4 PI . 4,“ wsloss ttosG q S0. 00 LGTH . Di O Pt S 1,22 FIT Pe O Z C. (Pe' 3.Z(o TOTAL 5.13 PI . 37 a LGTH 7 . Z , 01 O Pt 51.51 T FR I4.3 Pe O 2 3 5. (.0 $ 22 , Z(p TOTAL4 �j S PI .7.0 5 Q (..vl. T LGTH 140 . 01 q Pt S 4 . io4 , aW , GV _ FIT $C,:1 Pe S. 4c., 12_ L I EL.cv, O 7,;s-,(4,5 4 , z(.o TOTAL ZV,.-7 PI 4..31 a LGTH Z i001 Pt (,4,41 'T FIT Z-1, >3 Pe O Z3S.(,.6 8.7.40 TOTAL U.5 Pt .03 13ASC of q LGTH Pt (,4,44_ 13.eN( K.T. Z61.3(o FIT Pe 0Vtr7i.ti11?Yk0 S`tly-r - vi—Ac—'L 0 TOTAL Pf RCG2 ut re. -e) L S. 18 PS 1 a1 LGTH Pt FIT Pe O TOTAL PI a LGTH Pt FIT Pe o TOTAL Pf Q LGTH Pt FIT Pe O TOTAL Pf Q LGTH Pt FIT Pe 0 TOTAL PI Q LGTH Pt FIT Pe 0 TOTAL Pt Q LGTH Pt FIT Pe O TOTAL Pt Q LGTH pt O FIT Pe TOTAL Pt Q LGTH pt FIT Pe O + TOTAL Pt Q LGTH Pt FIT Pe O TOTAL Pt Q LGTH Pt FIT 0 _ pe TOTAL Pt . 5,2a..1C-la I.I.1 G 1 C = 10 0 JOB NAME JOB NUMBER BY A.G. McA c 7..4/ V,c.. c. E4. \/. 7.2 GM^ ►.nt•.1 SNID Pre -Y,, Fwc..J K = S•C 00 IS 5 rlc s Fl,ow,,.lG DENSITY GPM M. Tha.v►4J DATE S- 14-91 SQ FT SYSTEM NO 14- 171 K SHEET 3 OF 2.____ AvX ��-r`nOTG _ AREA NOZZLE IDENTIFICATION ANO LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES LA ,,e I q • LGTH 6,.s ,7-11 . IS. 4-3 a 2T G FIT g• 10 Pe p?- Z. - O ZZ. DO 1,041 I TOTAL 15.1 Pf 3.28 a LGTH Pt 16.11 FIT P. NiK,L 6.05 O TOTAL Pf a LGTH Z.$ •1,4 1 Pf IS-. 43 "LT F FIT s.(o P. DP - 3 o 22.0o I . o49 TOTAL I1.1 Pf Z. 4( q LGTH Pt 11•64 FIT P. hi› -1 14 . S. 2,1 Q TOTAL Pf a LGTH 5,- ,111 et 15-.43 ST 7, FIT (0 P. bF -S O ZZ.00 1. o4-5 TOTAL IS.7 Pt 3 A a LGTH Pt 1 g, , g? 4 FIT Pe f�:*/ 14-z 6-.D / O TOTAL Pf q 1.041 LGTH Z. •Z)/ Pt 15.43 ' "LT E FIT g,44, Pe bp _1 , O ?,2.00 TOTAL t1,l Pt Z. 4.1 q 1 . (, I LGTH , 011 PI 11.54 FIT Pe O 2.2. oo TOTAL 7 7 Pf , V a LGTH Pt 18,05 FIT Pe t.l e\J 1L z S, i B Ei n TOTAL Pt q LGTH Pt AT Pe DP - Z. O ZZ-• 00 TOTAL Pf DP - I q 2-7._. I 1. GA LGTH . 06141 Pt I a .? I IL. r S. 16 •< FIT Pe JJ O ` 4 4 TOTAL 7,/ PI •7a 2 DP - J Q 22.99 /I -- 1•(l' LGTH .2A4 Pt 19.41 k t S.Z. I FIT Pe / Q �01.4g0 TOTAL1,1 PI I.LS pP-� q 23,v?LGTH 4,5 Pt Z.-1,12. k° 5-.09 I" FIT S7 Pe -hls, Pry pP- SAr Z O 90.1c1 1. L/ 1 TOTAL to Z , 31 1,, Pf 3 .1/ DP 5 Q Zj. 3o LGTH PI 24.91 k,L6,07 FIT Pe O 1 I'10 . 01 1.0(,/ TOTAL to, 1 ,114 Pf 1 ,110 C LGTH 6,.4.s PI 7 -la. (O' 44E T FIT Z 1. 11 Pe Q I I (O . 01 [.. 1 5 1 TOTAL 6s,1 . 141 P1 1'2,11 Q LGTH + PI 3$ -14, FIT Pe _0 1\.,.041 � 2 . C 9 S- TOTAL 15 . 0 5 $ 6 PI . (o p 3q.41 1 fel c\.1 k 15.4s ' 12-A'NicN ui,a6 i3- 1 C = 100 JOB NAME JOB NUMBER BY NA A.G. Iv.E,Per }Zr& w4 rZcT/. FI,ow "-iYLou41+ Mt.c►•1 K = S. (a Dols DENSITY AREA GPM • S DATE S - I4-91 SQ FT SYSTEM NO IJ - RAu- SHEET 4 OF 7 - NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES Q LGTH �a 39.41 FIT Pe o I L(o.o4 7.(,36 TOTAL 1t.15 , o63 Pt . (08 t,-tstoo. Nest: Q 50.00 LGTH Pt 40. I5 FtT Pe Q 1(A(0.01 Z.(o3S 11.75 , 103 P< 1IS3 q iTOTAL LOTH a X 1.9 8 FIT Pe o l(olo.oq 7.4,3( TOTAL 18,5 ,103 P1 1,91 Q LGTH 13 Pt 4 3 , 89 —r FIT I I . S Pe o 14(0.01 2.(4,35 TOTAL Z4,5 , l03 Pr Z.5-5- .SSLGTH Q LGTH Pt 4..44 LIMES Z 3 • 4- FIT Pe Mo Q.4 0 xnFMJiInl C-3 O TOTAL PI Q LGTH Pt FIT Pe O TOTAL Pt Q LGTH Pt FIT Pe O TOTAL PI Q LGTH Pt FIT Pe O TOTAL Pt Q LGTH Pt FIT Pe O TOTAL Pt Q LGTH Pt FIT Pe O TOTAL Pt Q 1 LGTH Pt FIT Q Pe TOTAL Pt Q _ LGTH Pt FIT O Pe TOTAL Pt Q LGTH Pt FIT Q Pe TOTAL Pt Q LGTH P1 FIT Q Pe TOTAL Pt Q LGTH Pt FIT Q Pe TOTAL pt Q LGTH Pt AT O_ Pe TOTAL Pt 13G-I:,Jr.4-1 LI..1 1G *1- ck C = I oo JOB NAME *JOB NUMBER BY M. A ,G . ME.-Prr rim 4 t,v 1Z-eV, 22 GPnn. t.nt..1 -40 1-k-t?Ft,ot.J K= S.Lo Dols LL�,t,�G DENSITY_ AREA GPM SQ FT t u1+^a DATE S- 14-11 SYSTEM NO I J - �-c-& SHEET OF 7 pi X rZ,L�nnoTLs, — NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES . 44 Q 1 a LGTH ,00(y SPI 15-.4*L%..[ FIT Is* VP- I O Z2, 00 Z.1S1 TOTAL 6 P1 ,OS- SLGTH OP- Z a 22.o3 LGTH , 0-3 Pt 15.46 FIT PO O 4.4.o3 2.157 TOTAL $ PI .lV.) PP -3 q 22. I(o LGTH ,DSO Pt I s-to (D FIT P1 o (0(/.19 1.1S1 TOTAL g PI , 40 DP- 4 a 2,?.. 4-4 LGTH , WV. PI 1(• . p(o FIT P. O 88.00 3 -1,-.16? TOTAL B Pt • (A bP- S q Z2./2 LGTH , 131 a lro.75 FIT Pe O 111 .56* Z .151 TOTAL PI 1,0S- D P - (A q V. , (. 3 LGTH , 151 P< 11. 0 FIT Pe O 136,18 2. I S I TOTAL Z 4. Pf 4,41 q LGTH 5 . j, 0 Pt i2,261 -j FIT 1,1 Pe Q 1$5.1$ 1,0(/1 TOTAL 12,1 Pt 2."18 a 2..41-(,i1 LGTH , 011 Pt 2s, 01 FIT Pe O 135.1$ TOTAL 10 Pi ,ti1 a 2.G3S LGTH 10 , 0lo PI V...O -r FIT II , 5 Pe -_ Q 135.15 TOTAL 11,% Pt 1,53 IAIti tos Nose, a So.00 LGTH Pt 71.57 LI..I S% 2,34 4 A-(2-e• FIT Pe r noR-E 1-.)G7 A.�, -14 O I $S4 1$ TOTAL Pf a LGTH Pt FIT Pe O TOTAL Pf a LGTH pt FIT Pe O TOTAL Pt a LGTH pt FIT pe Q TOTAL Pf a LGTH pt FIT Pe O TOTAL Pf a LGTH Pt FIT Pe Q TOTAL Pf a LGTH Pt FIT P1 0 TOTAL Pf $t2.i',Nict-k L,"k 4*' 1a C = 100 JOB NAME JOB NUMBER BY M AL • MT 1 RJcic /, Zz CPnn n..%kJ. arsr) ttt b Ft -0,-J K = 5.(' 0015 (o liZ> s Ft.ow��C, DENSITY AREA _ GPM U 4-1 DATE S- 14-`4 I SQ FT SYSTEM NO 1^I- SHEET OF 7 — Pro 17--to� _ NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZEAND PIPE FITTINGS EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES LI ,..i.e., WI 3 a .. LGTH , Pt 15.43 FIT Po DP -1 o 2.2,00 Z.151 TOTAL 8 , ooc. Pt .OS Q? -1. q 22.03 LGTH 15.4b FIT Pe O 4-4,03 1 .151 TOTAL g . 0Z3 PI 1?:. D? -3 a ZZ.1(o LGTH lo.� IS.(olo G FIT 14.4_ Pe O (.40•1614 Z. 0407 TOTAL at, •mal PI 1, 5 I DP - 4 a Z 3. Zo LGTH PI 11.11 FIT PO O gj01 •3'51 1. 151 TOTAL S , 0'a7 PI .70 OP- S a Z.(.1 LGTH Pt 11.5.1 FIT Pe 0 t l ei . O 1p Z,.15-1 TOTAL 8 .1b4 Pt 1.01 OP- C, a 24.31 LGTH , Iq3 Pt 16:14 FIT Pe 0 1271.43 Z. (51 TOTAL b Pt 1,54 q 2.ov1 LGTH 7,0, 4 .Z3l Pt 2.0.4 6 4 c -r FIT 11 . s Pe Q I31A; rout. 4l,q PI 61.43 q p 2.4(i 1 LGTH , 100 Pt 0.41 FIT Pe O 131.43 TOTAL 10 PI 1,00 a 2-.(. .$5- LGTH to FIT II ,15 , 013 Pt 31,41 -r Pe 0 (31,4 TOTAL ZI.& Pt 1,59 q LGTH Pt 33,00 (,I ..l ES Z 3 4 /!2e" FIT Pe 1..n.026 Gl;,nn.A,J01/..1 U Q TOTAL Pt q LGTH Pt FIT Pe 0 TOTAL Pt Q LGTH pt FIT Pe 0 TOTAL P1 a LGTH PI FIT Q Pe TOTAL Pt a LGTH pt FIT Q Pe TOTAL P1 a LGTH Pt FIT Q Pe TOTAL P1 a LGTH Pt FIT 0 Pe TOTAL Pt i5a-kiGN41,1ES i'k- IS, I(i 4 1/ G= 100 JOB NAME JOB NUMBER BY ^M M. A-.4. nncaer e.1.4 R_NuL (1.L1,/. ZZ G PAN NAt4 el.Lo th. t=1.,,J K = C. (o 0015 (� !+-mos F�O�),.� G DENSITY AREA _ GPM a o 1-+,/ DATE S- 14 -91!+-mos SQ FT SYSTEM NO K1 - R -I--- SHEET OF 1. — Pru X REMOTE_ -- NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES L►,.IG 'a IS a LGTH ,1 .217 tPt IS, .A. E FIT S Pe SSV - 2 O Z Z. 00 1.0 4 fT TOTAL 5.1 Pt 1,7-4 q LGTH Pt 1(0 .tot FIT Pe Nle.... -1 ILt. S,S9 a TOTAL PI a LGTH 8.7 .2,11 PI 1 T.4-3 2,C FIT 2, S Pe 1•70 - I 0 ZZ, OO I . O 41 TOTAL 11.5 PI 2, .50 SS o- 2 a 22 , UZ LGTH 2.5 3 , .1I Pt 0.93 IL 1 5,3‘i E T FIT S pe O 44.61. 1 ,041 TOTAL 1, es PI (r.S ° LGTH ,213 Pt Z4 ,2% FIT pe O 44 t.t 1.35 TOTAL 1,1,5 Pf 4.1s- .ISLGTH ° 1,442 LGTHZ , 117_, Pt Z gj . 4 3 'lye r FIT q. I Pe O 44, 4:. - TOTAL 11.1 Pf 1,91 11 ° Z.ISi LGTH 1 07-4 Pt 30.S4 FIT Pe K.7:- 8 14.. ,1 O 44.<961. TOTAL 5,s Pt ,ZO llwlrj 1(a q 44, la 2.IS1 LGTH ,088 Pt �jo.64 k -t $.14 FIT Pe o 8.1.8o TOTAL g.S Pt ,15 U4 E` 1 a 5.53 2.IS7 LGTH 2.4 . 4 1 l57 Pt 31.29 k L g .14 -r FIT g Pe o 135.33 TOTAL 33,1 P1 4P.19 1i-i51p . 4o q )00 . aro LGTH PI 37.46 1.1,165 d Z. 3 i 4 pre, FIT Pe MOa.E p�.no,..I1 NIG o ZS- , 7J77 TOTAL Pf ° LGTH Pt FIT Pe o TOTAL Pf a LGTH pt FIT Pe O TOTAL Pt q LGTH Pt FIT Pe O TOTAL Pt q LGTH pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pf a LGTH pt FIT Pe O TOTAL Pf 1 a 11, A C D E F G H J \ U - HOOK / / / / / i / / / / / ri 5'(/ / 0/ / ° / / / / / i o\ �j i \/ / I HANGER LEGEND COACH SCREW ROD M N MACHINE THREADED ROD UNIVERSAL BEAM CLAMP EYE ROD CEILING FLANGE K L SIDE BEAM BRACKET SHORT CLIP L - ROD BRUNING 44 232 P R T u V W X Y z POWDER DRIVEN STUD EXPANSION BOLT P SN FITTING LEGEND PIPE 0 -LET SHAPED NIPPLE - 10111.1. SYM away. BOEING ACCESS ROAD MANUFACTURER TYPE SPRINKLERS USED MODEL HEAD FINISH CANOPY FINISH ORIFICE SIZE THREAD SIZE TEMP QTY NO DATE BY FLOW I TEST INFO RES ►OUAL- F-LO\,J LOC R:TioN SoJ IZC.E o REVISIONS COMMENTS 12.0 Ps1 70 P51 a78 - GPM . 70 PSI S ITE LooP INFO SPECT FiCATIoNs APPROVALS REQUIRED FACTORY MUTUAL CITY OF TUKWILA / 2 WAY EARTHQUAKE BRACE TOTAL THIS SHEET / / / / / i / GENERAL UNDERGROUND NOTES ,4 4 1 1) ALL PIPING, To EE INSTALLED W►TN RODDING AND/�I� DLoc.K.inIG AND 6C- 17:WSNEI) "ND TESTED INA AC_GORDANCE_ w1TH NFPA STANDAZ.D•S t3 /a4,10 d7--4� M1pk't'A A 50g.s VP 4' E • J G(Lls,DE z) 3) P&L uND�"ZG\zou1QD v-4o2K i✓Y ort+Er_S BASIC i S START POINT A ACCEPTED WITHOUT COMMENTS AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been rev's road and accepted by the City of uK rlla Fire De..t Additions deletions r^nom+ins t.) these drawings after this at? v 11 J-1 acceptance and will quire d re.u.)}1 ittal of revised drawings Final ao e .)a -re is s ab,ect to field - ./y a resreoentati,ie of this ep I ea DATE //,%(��v BY `` CITY OF TUKWILA 575 440/ BASIC. To STP.RT AT 10 FLPNIGE. APPRO ( Co' POZ3c VE FIN FLOOR LOCATED 4 -o SOUTH OC G?- G AND Z -o 'T Ca_►o Z , GENERAL NOTE In localities subject to freezing condi tions it is the owner s responsibility to pro vide heat throughout areas protected by a wet pipe sprinkler system and in enclo sures for dry pipe deluge and other types of sprinkler valves controlling water supplies to sprinkler systems CONTRACT WITH W G CLARK CONSTRUCTION CO 408 AURORA AVENUE NORTH SEATTLE WA 98109 CONTACT PHONE NO STAN HADLER 624 5244 JOB SITE SUPERVISOR TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job No 9''t-o,z and exact address for shut- down or restoration approval SITE PLAN 1'= 50' iti 1 L- -� 0 BASIC 66FIRE�RTECTION, INC. 19632 70TH AVENUE SOUTH SUITE 2 KENT, WA 98032 JOB SITE PHONE QUALITY CONTROL BY FILE PROJECT TITLE LLI $ w 9 c .t. --• J Ei c®vDc 00 la0 .- (I H y Pal c 1-: a a a a , 8"....q Q Ca C v y c a L i VI 1i Q oat20 . Z 0 w ri N W *�' � E , c U 0 h t 0 cic I_ V .0 r 4- w s° a S. 43 a v y� z z� �: g2zr as �`' 1- _ , 3 c, co -.1 , s,la 7 ; �� z¢ �- a z I-- U X c,- o i w i- I L - e. U ti o Z; p O G J c x 5 E w '� 0 O (0 c v y C C' 8 & ' ') E I- Lu =86,2, E ") �) A -fiscq; t 17 O 5a a C ) a s a .. a E - � do a E u o a-� 4 m v = ASSOCIATED GROCERS, INC PERISHABLE WAREHOUSE SOUTHERN EXPANSION 3301 SOUTH NORFOLK SEATTLE WA 9 8124 APPROVED FOR FABRICATION BY DESIGNER DATE SHEET JOB NUMBER BRAUHN 10-31-90 1 OF 4 110 Roo F ELEv. 512c; PFF 9 11 4' 38-6 26 37-0 37-0 CII Z ■ ■ ■ 9-4 9-4 II 2 r-1 ir==="====11 ''----1 Z - 4 . • ‘2_k?.._11.z. 9-3 zz9 UO I i BOD ./�= tip, I *47Z D-,�-c�Z ❑ rd- CA- -4 \3-72. 9-3 L coi Z-9 - �/ to / 1 •' - _ LO -- - _.c0 1 - !0-0 SEE SHEET 4. 4 FOR. RISER DET +LS HANGER LEGEND 43 4 4 ■ BOD 8 0 9-4 $LU 4`45 Z 9-4 N BOD Z. 044 ��❑ $ 9-4 -434 9-3 IDcooP. 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I17._ C-vr-� �-❑ / ❑ # Z Z 9-3 38-0 ❑ 1} 17I BOD 9-3 9-3 9-5 1 5-03-4 9-3 9-3 A 13 kb C.1 Zeen1- I h li Z Z. 2(o 12.. ► 1 / C1:3 --C- r-� �� Z '�--❑ 1'� / 0 t23 7-5 7-S 7-5 C. -s'2. 1 5-D `2 7- S 7-5 7-5 1-5 1 Z_5 Z 7 -SL Z PIPING DETAIL 5AU. VALVE I 1 51+0 514o FITTER TO RE.MovE D2oP • AND 4o ELL AFTER TEs71Nc, 2. (4- .5 -11z +3--1Z PIPING DETAIL 6 9-3 TEST DETAIL "7" FITTING LEGEND SPRINKLERS USED 1lz- BOD 7-5 BOD ' / .---N.1'' Z Z 1 112.. d 2. -/ Z 0 / ' - c / ❑ 2.4 7-5 7-S L-5'2.. U 5-0 \ z 7- 5/ 7- 5 7- 5 7 -5 \ - I' ---Z-5 0 BOD Co- 51z Z. PIPING DETAIL REVISIONS PIPING DETAIL "4" APPROVALS REQUIRED IL ti Z 1 ,i 2-10 - r 9 -co 9 c. 9 -Ca; N Co 20-0 BOD 0 3 at J #15 J 9 -Go D / 4-7 111 �'I4 D 9 - ct Iz Co 20-0 / a0 cb 4-71 Z' ti 36 -0 1 Z IZ • t 1Z Z-7 8- 8z. 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CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP "L"- ROD BRUNING 44-232 2 WAY EARTHQUAKE BRACE TOTAL THIS SHEET 20 4 GENERAL NOTE: In localities subject to freezing condi- tions it is the owner's responsibility to pro- vide heat throughout areas protected by a wet pipe sprinkler system and in .enclo sures for dry pipe, deluge and other types of sprinkler valves controlling water supPlies to sprinkler systems. CONTRACT WITH W. G. CLARK CONSTRUCTION CO 408 AURORA AVENUE -NORTH SEATTLE, WA 98109 2. !PIPING DETAIL CONTACT PHONE NO. STAN HADLER . 624 5244 JOB SITE SUPERVISOR I/ ❑ t� (o-IIz. cvo a0 `-'4 REMOTE AREA: Hyost4..uuc.P.u...'( cALcuLk-TE.0 SYSTEM DEMAND 15 Volo3. 7 GPM AT 7(.0.4 FREEZER PLAN 6 BASIC 6,6 FIRE 0 PROTECTION, INC. 19632 70TH AVENUE SOUTH SUITE 2 KENT, WA 98032 JOB SITE PHONE QUALITY CONTROL BY PROJECT TITLE en to ILI szt 112 LLI tdi irX 0 Co 0 k- w 0 1- FM approver) eq ices rine• acceptance o rhes lob is subject to field exam- recornmende; ?,c 'nation Ona Wdi only Je $tver. Wrier, natert'ls arta tests have been Certified using ;Vat,onar Automatu, aWrin:cle ;ao rue :onrrar Association Form 85 or equivalent. A - Fi CO ASSOCIATED GROCERS, INC PERISHABLE WAREHOUSE SOUTHERN EXPANSION 3301 SOUTH NORFOLK SEATTLE , WA 98124 APPROVED FOR FABRICATION BY DESIGNER BRAUHN DATE SHEET 10-31-90 JOB NUMBER 110 0 0 c 21-0 371 011 371 0" 38'- 611 1 II 38-0 1 II 37-0 i 11 37-6 0 _0 _0 0- •c; -- _N 0- / CO f) jivk REMOTE AREA : HYDRAULICALL`C CALCuL.ATEO J IzI1r1ul 1 1'4 2. / ❑ #q Co-li 1-s 4-0ro- iB0D--/ 7-5 7-5 7_S 7 S - �, o - I IA I 0 PcTS 442 t 4- 11z. I Z 11, C. -l% t -s 4 -O J.1 7-S Z 410 BO0 1 G-� t ■ A RED N t� t'� Ii. Imo❑ �•�L t-13 4-o 1 p1 1 Q V)/ -1.)1 a - ■ ■ Z / 7-5 (o -'I z 1-5 4-o � T-5 V, i4 14- n Z Z 2. ■ Z 9-11 3-3'i 4-0 9 -3 Ill. •3/ 0 1a - Z 9-11 3-31z- 4-0 9-3 J L o I�z Z N Z / q-11 3-3'z 4=0 X14 2. BOD. Z 7-5 ■ 2. • 13 9-3 9-3 OAS BOD s BOD, Q # 1 r-� III -t-2. s -Z 2. r..� Z / ❑ 2. /- D 1(0 o IT 0 " Z q -►1 5-57. 4-0 =111 9-3 co/ 9 3 / Co 9-3 / /11 / 9-3 0 20-0 ti ' - To OEUvER 54 GPIvl OVER 7.-(o00 S4, Fr S`f STE A DEMAND ) S rno 3 G P M AT -t 5 P 31 AT 6ASE OF WSEiZ 1L^10 Z Z Z Z Z Z 1� Z Z 2. >3Z40_,...720___2,;_____0 -44-0--i/-.02 0 .- r, , 7-5 7-5 7-5 7-S 2-81z 3-l0 / T -7z i 7 -TL 7-7 i 2 BOD Z Z 1-5 1-5 cr 0 7-5 2-S'z 3 -Io _0 T-Zz WNITI I � % In to 2. Z ;Z T-5 Z-8'1.3-10 7-7z BOD Z Z Z\ Z Z 1-5 2-8'1. 3-t0 _j Z-lL 7-1z 7-7L .0 ---,L--& - N J 2. Z Z. Z ' Z. �' Lo ^, / 9-3 9 3 9-3 3-11z.J 3-10 9-11 3.3'1- N I� :a o Q" I lL Q Z ® 1-51z, I 4-0 PIPING DETAIL 9-3 i15al -'4 PIPING DETAIL l6 1 BOD 2. 3 / Z.0- 9- it 0- Z 2. CO i 9 -(r% Z Z 3/2.J Z #30 9-3 3-11z 3-10 9-Cr'z. WH1 Z i z to 2. X1811 i 3 -tom o-0 31 9-3 3-7 I IA 7 to \Z BOD Z / 7 -7z 7.- ❑ #Z- BOD / ❑ #Z$ 1-7z 9 9 Z # BOD Q1 1*3Z F133 �rZ 9-5 co 3-7'z. 3 -to l- / 9 -at. ; 9-V'z H/ 9 -c.,z II i 18- lam ,c -� 20-0 13-8 3 n.l .c2 Q_ I 22 27; Fb I� � 0 ; Z Z 2.2 r� 2 Z Z S 7-s -5-S' 0T-Sz S'z -5'z- BOD 2_a,i 41 80D X39 2. Z - ❑ c -C) / ▪ 'P4Z 7-511. o 3-10 \ 7-5 Z otZA►J GC 141 A - ,4' 2-8'1. T Z. 2 2. a 56 7-5 z. 43 -jL 7-s 2. o Z -8'z 1i1 / T O - k 2 2. Z. /Z 2. \ 2. Z Z 3? Lr 1-5 7 S z 7 -Si 1 -S`❑0 _d to f 7-5 Z 1-s 1-5 , N Z -e . S Z Z Z �I Z Z Z Z 2 ❑ / - / ❑ ' 4s ' sz '9-3 1 BOD Z 7 -Co Z 7 -Ci BOD BOD "1 Z -Co 2. 0- 11 11) ltSs 749itZ 7-Cv z 0 -II 'Z Z 2- 2. 2. / ❑ #44 t53 7-5 7 -lo T-li 7 -Co � /7 -co ! a Z /0_11� j '13I cr L 310 ❑ �� [}-�� 9-4 9-4 11 / L1 INSPECTORS TEST DETAIL "711 Z 7-S to N rn '2. 3-10 NI PIPING DETAIL 11 3 Z Z.- 512. rJ 1- 411 'L 7-7'z 7- 1-o 1-o PIPING DETAIL "4` HANGER LEGEND FITTING LEGEND SPRINKLERS USED REVISIONS .A "U"- HOOK M MACHINE THREADED ROD P PIPE - 0 - LET MANUFACTURER TYPE MODEL HEAD FINISH CANOPY FINISH ORIFICE SIZE THREAD SIZE TEMP QTY NO DATE BY coI B COACH SCREW ROD _ N SN _SYM SHAPED NIPPLE 0 RELIABLE SSU G bunt/ - 173z. 34. Z-SCo Z3Co 4 C D P DRIVEN STUD R ,POWDER EXPANSION BOLT UNIVERSAL BEAM CLAMP E EYE ROD T F U G CEILING FLANGE V H SIDE BEAM BRACKET W- , J X K SHORT CLIP Y -i(-' 2 WAY EARTHQUAKE BRACE _ TOTAL THIS SHEET 2Co L "L"- ROD Z BRUNING 44-232 MENTS BOD 9-4 3 -to 3-1' 9-3 9-3 _4 /0 #3S ❑ /CZ Z. -0Oto 9-4 3-10 3-7i 9-3 In Y 1 ORANGE A t'n VI -o ' H 1t 3 4 Z 0 / C Z Z 1t 41 9- 4 3-I0 3--'z. 9-3 ob Z n . Z rl C Z. Z 2. !o II / 9-4 G 9-4 Ilf 9-4 - 3` 3-1'z / 9- 5 -Cv ZD -O t'J-Z• _ _ pL`' oat cc APPROVALS REQUIRED FACTORY MUTUAL CITY OF TUKWILA BOD Z 20-0 Z0-0 BOD -z- 446 '*4g 9-3 / AI PIPING DETAIL Z PIPING DETAIL "2" • GENERAL NOTE In localities subject to freezing condi- tions it is the owner's responsibility to pro- vide heat throughout areas protected by a wet pipe sprinkler system and in enclo sures for dry pipe, deluge and other types of sprinkler valves controlling water supplies to sprinkler systems CONTRACT WITH W. G. CLARK CONSTRUCTION CO 408 AURORA AVENUE NORTH SEATTLE WA 98109 CONTACT PHONE NO STAN HADLER 624 5244 JOB SITE SUPERVISOR Z Z Z 9-4i 9-4'z 9-4z / Z -lo to BOD aSI BOD So z 2. Z Z Z 1-10 ti/ I "I �� O N 9-41Z. 8i 9-41 / 8 `I-4 / III 8 zo-o 14-c, ✓ m I� v RooF I LEv 3co'-cA' AFF O oc SEE ' -kEET 4 00- 4 ---+-� FoR RISER DETPA\ L.S LISTER / FITTER NOTES I�\ ALL PIPING To BE GALVANIZED 1.)PALL F 1-f`i1NG6 TO 6C S-(A,.1DA(ZO 6LAc.14.. F, M APPRovCD 3i ALL GZo 'jEJ3 END C-DUPLINGS SHALL NAVE A " FLusH GAP" TIPS CASKET b"( Z,1Zovl-pKC 012. EQuP.t- 4' ALL 13RANGI-)LINE 1-{ANICaEIZS -r0 f5C. 13" EiE RODS QNO, 5) SLOPE A.L.L. BRANG.NLINES ISL.. 1N1 t0` -O' MI'J �) SLOPE /ALL. MAcINS '/4" IN! Id -0 MIn1 COLD STORAGE ,6'! 11--o" e BASIC 6,6 PROTECTION, INC. 19632 70TH AVENUE SOUTH SUITE 2 KENT, WA 98032 JOB SITE PHONE QUALITY CONTROL BY GREEN' 33 AFF O Fes -Z. -m4 e W Bhi#i1f"O0 � rn11)w nU § a � i s n 4.1,7 a[ _U Z 'v u c o =! m t F- '2 g p' a c Wd F- U o L 4 V a, 14 Z 'e z 1- Z z LU 0 h1 PROJECT TITLE 0 ASSOCIATED GROCERS, INC PERISHABLE WAREHOUSE SOUTHERN EXPANSION 3301 SOUTH NORFOLK SEATTLE, WA 98124 APPROVED FOR FABRICATION BY DESIGNER DATE SHEET BRAUHN 10-31-90 JOB NUMBER 110 [1 b To COOLER SYSTF_nn SEE SHEET 3 of 4 ) AIR COMPRESSOR r � O 3-5 1-5 SPRINKLER RISER ROOM PLAN VI= On = i► — 0 1 4-7 u TO FREEZER SiSTE'& (SEE SHE .i z or 4') 33-Coz A F F f COOLER SYSTEM 03 co 0 0 l rr-r"--\ 3-0 IFoN 1 To t v rco 11 o Sri 0 Vo IV s Z 31-IIz) (0 AFF FREEZER SYSTEM BASICS START POun1T 1 RISER DETAIL V2 =I-0 SYSTEM DEMANDS FREEZER Ic.co3 7 GPM @ i(o 4 PSI AT e)PksE OF Ii►SER. COOLER IZ717 3 vPrn @ 15 P51 AT BASE of R.ASER yCAPAGrTIEs ca . -.ACLONS • l 114 i C„P.LLONIS • 4 EQUIPMENT LEGEND aIO X FLANGE .3`1 GRoovC CONCE.NTR c- REDUCER O- 8x Co REDOCINcA COUPLING a G P UTTERFL_Y VALVE WITH I5UILT Ito TM'PER SWITC--14 VIGTAULLL SERIES 7O6 ®- (a' SLIP-ON WELD c:LANCE a (o" DRY P1PE VALVE - REL1/k5LE MOD. D wITH TRIM ANS RETARD CHAMOER a PRESSURE SwIT(-N FOR ALARM — 7Q- AC_LELERATOR - RELaP.BLE MoD B-1 a8 x Lo GROOVED GONC.ENTM�IC a z. Pipe STAKIO AIR COMPRESSOR O RELIABLE MOO .54 - SZ9S REDUCER • L_ NO NC NG No $ $ No NO F 0 AIR SUPPLY PIPING SCHEMATIC EQIPMENT LEGEND 0 o - AIR GomPRESSOR - QUUNC-Y Mop F240 5 NP , 4(oOv 3t MouNITEC) ON CaO GALLON HORIZONTAL_ A1(Z RECEIVER P.IR DRYER - PRE- FILTER - AFTER- FILTER PNEUMATEC-H Moo PNM - Z5 FIN ITE MoD 01-k2.1 - Co C..10 - o 2 5 - FINITE Moo D i 2 - 3PU10 - 025 50- AlR MAINTENANCE DENtCE - RELIA6LG MOO A -Z. c y E.-, 'z) t0 (\11 11 o 8 aad V N $ d > (w V il. O.`,12-!‘:::,_:5 , W V C O w o '� CJ � - H } a c - ;s• .• :1° R u. V z o a o r I :r 6 JT yU R_j1 61 W c C:Y.. qj U S 4.7 Q4:31 c `q 9y C r- 1 1 T1 O ::---1:1:-.117) % :071! ,— m ?_ :::::: ir. 4 - 9 ° a Ld _:r-La1 U ds -t 1 T T 4 - 3.11 Ea ' - = ' E a o e w = - o E w a w O ti U - 4 Q ti C E [ W w • C L 2 C 2 V v A HANGER LEGEND FITTING LEGEND SPRINKLERS USED REVISIONS APPROVALS REQUIRED U - HOOK M MACHINE THREADED ROD P PIPE - O - LET SYM MANUFACTURER TYPE MODEL HEAD FINISH CANOPY FINISH ORIFICE SIZE THREAD SIZE TEMP QTY NO DATE BY COMMENTS FACTORY MUTUAL D COACH SCREW ROD UNIVERSAL BEAM CLAMP N P R POWDER DRIVEN STUD EXPANSION BOLT SN SHAPED NIPPLE 0 RE LI ABLE SSU BRL.IZ v I L0S CITY OF TUKWILA E EYE ROD T F U G H CEILING FLANGE V SIDE BEAM BRACKET W J X K SHORT CLIP Y 2 WAY EARTHQUAKE BRACE L L -ROD z TOTAL THIS SHEET GENERAL NOTE In localities subject to freezing condi- tions it is the owner s responsibility to pro- vide heat throughout areas protected by a wet pipe sprinkler system and in enclo sures for dry pipe deluge and other types of sprinkler valves controlling water supplies to sprinkler systems CONTRACT WITH W G CLARK CONSTRUCTION CO 408 AURORA AVENUE NORTH SEATTLE WA 98109 CONTACT PHONE NO STAN HADLER 624 5244 JOB SITE SUPERVISOR A BASIC 4,e PROTECTION, INC. 19632 70TH AVENUE SOUTH SUITE 2 KENT, WA 98032 JOB SITE PHONE QUALITY CONTROL BY PROJECT TITLE ASSOCIATED GROCERS, INC PERISHABLE WAREHOUSE SOUTHERN EXPANSION 3301 SOUTH NORFOLK SEATTLE WA 9 8124 APPROVED FOR FABRICATION BY DESIGNER BRAUHN DATE 10-31-90 SHEET 4OF4 JOB NUMBER 110 BRUNING 44 232 e66FIRE BASIC • PROTECTION, INC. DESIGN INFORMATION SHEET NAME itki o-tPr'1'CD - soun-kagA LxPFMISIok( LOCATION 3301 SOJ1 \ t.10P-Fol.K 5�r - , �11k q 812 BUILDING NIE\t4 ft- 1-\o,-1 CONTRACTOR ri2Ls P2oTt�T1�I CALCULATED BY M . �1ZPrUt CONSTRUCTION: ® COMBUSTIBLE 0 NON-COMBUSTIBLE OCCUPANCY DATE 10 -act —aO SYSTEM NO FR -E :LER CONTRACT NO I l0 DRAWING NO 2 of 4 CEILING HEIGHT 37. S FT. ❑ NFPA 13: O NFPA 231 ❑ OTHER (Specify) SPECIFIC RULING ❑ LT. HAZ. ❑ NFPA 231C: ORD. HAZ. GP. 0 1 0 2 0 3 0 EX. HAZ. FIGURE ; CURVE .s4 /Vac 47 MADE BY F. M DATE SYSTEM E AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE RACKSPRINKLER ALLOWANCE 24./00 0 WET - DRY SYSTEM TYPE •S4' 0 DELUGE 0 PRE -ACTION Vk4•4a-S MAKE Rksc ° SPRINKLER OR NOZZLE 1 SO MODEL G 3S"D SIZE 11/32. K -FACTOR 8.2- .2RACK -- . TEMPERATURE RATING 28(0 CALCULATION SUMMARY GPM REQUIRED I (v(o3.7 PSI REQUIRED 7CO' 4- AT BASE OF RISER "C" FACTOR USED: OVERHEAD MO UNDERGROUND 140 GRtvAt.IiT,%' PIPS WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOI- DATE & TIME STATIC PSI RESIDUAL GPM FLOWING ELEVATION RATED CAPACITY AT PSI ELEVATION CAPACITY Ito ELEVATION PSI 10 7:1 St WELL 49'P'•OF FLOW GPM LOCATION SOURCE OF SITg L.cof IA•.PclrJ INFORMATION SPGU FIC -Pi -T -10n15 "Factory Mutual Engineering Division - Plans Accepted Subject To Changes Indicated tand f Co's Isnts in Limited ToaThe'rtalsurance Letter Liabili Lis Sd __ _ Reviewed By Policy Coverage — CONTRACT NO._ N z -J J U 6 0 J 0 IY E W W a 03 0 V,1 rJ d Q a O N • 'Q /1 v Z N 1 l 1 -; '1 141 u, 14-. " 44, '} ,/�... A . $J !';1'1 4441 44f.1 r"/�� is . i i 41 Vj}I T+.ftpt 1 -144 - a 0 H t1;: .... nu u �` 111NIIIII 111111 MI 111 11 MI MOM '- I NII 1111111M111111111 11E1 1111'4- — .w . 1111 IIII IIH 111 IIIHI i1 MN _ lid IIIUI lilt I1 III WE �.._11111111111%IN11N11111 91111111111 I,i lit 1111111110011T11111111111111M011 111111111111 ISIIIIIMII1111:1: 101111 i i1III IIIIIII11111"1111IlIIf111 1 11 1MIIIN 14 IMI HIIMI11III111'1''IHINIIIIIIIRI�II --- _ ._ �•p IIIII Iii Iniiliiiliil „IRI II111N11 "' .` ii ..l4 I iMIII 11111I11i1i11 I'N 11111 11 ----- 1Iif'NIHIIEMIIIM mu I1I111I1"wmuIII JIM MU - -I-- 1M IIIINIU1I1NIIII� u1NM1 IIMII - ,,_.., I/II,,Iul uul lull11I1w•IINU11�Ii11i11 U11 /NIIIIN 1III uu 1IIN1 111 II/II MII I II INU i Iili8 iq1 1111 f tt "�..___._ coommimmiII iI. - ------- .. ,.i.r.�, uI 444—..Ll__ wllww a O (NI r-1 .r1 a O 9-1 N C2) 04 0 CO N N rn. r , i H. • :4- 14111 1 / II �II�IIIIIII Ilw1 INIiillI' IMNMN1um I�IIII � NINMM11NN1l I IUNUMwI/IIIIMMIIN mom iim.p.................1,1el Ili ■twtt en auwlwwwl f NN_qu111N1 ;;f. *mum • ��1 �`� i I IIIIInii" • 1 1 IIIiI " lIAIUMI IuIIM uOsi lien emu SIM i rnN N /faftt ■/ ■N■H/111 11111 n twrw • r. .r.ar.0 1 ct /.M..Nt ■■t.N.��.� ■.��p�.p.■N■�� ■■M■��■t■t�.■t ■ ■■■■■ ■� � 11 /■M 1 ti i....0•tM....w. ■■w.r �:INEM■ II .■11..1111 Pa•, ■ rr Nr rnr. r,■.. 11111111111111111 WIN M..�rwwww.0 .■ n • ..r •rNrrRome Pao •66 1 111w��Nwp��I ■"MR • M • IHn11INNMMI11w1IINN11N i w'�{H1�I�I Iu11,„..::::.......................... 1 111 NI ISd - 3UifISS3lid BASIC 4A FIRE . � PROTECTION, INC. C 120 JOB NAME JOB NUMBER BY A.C.. SouTHeR.4 ExPA,J tJ _ K _ $.2 110 DENSITY AREAZC'oo 15_4 GPM SO. FT MS DATE to -V1-917 L SYSTEM NO r Zt SHEET 1 OF $ FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT' PREASSURE SUMMARY NOTES NOZZLE IDENTIFICATION AND LOCATION I„it.is 41 1C9 q LGTH Pt V. g7-.3 43 x.54 244-.44- FIT Pe V - I 0 44,44 WI TOTAL Q,5 .070 Pf ,Vt %1) -Z -q 4414 LGTH PI 30104 FIT Pe 1 . 36 o 89 2.0(4 'TOTAL 1,5 .07i0 Pt ,72. SSU -3 p q 45.48 LGTH Pt 30.7(0 FIT Pe O 134.81 Z.004 TOTAL Q.S • 16,3 Pt 1.55 SSv�� /� q 4�,c�1 LGTH �3, I Pt 32.32 2E Y FIT 2.t7 Pe 0 /a I ,4S Z.064 TOTAL Z3,1 ,283 Pf 6,,53 a LGTH Pt 38.85 FIT Pe k x z61.1 y- 16.PtItJt 0TOTAL ` Pt_ J LGTH v _ PI q FIT Pe 0 TOTAL Pf I... it -IE 41' I q I.3 °p LGTH . IZ? Pt 2.4-.12- %S.S ti7 K .54 z FIT Pe 9-0.17 SSU • 1 0 40.11 TOTAL 8.7 Pt I ' I I Sso - z q 41.0 / - I •to I LGTH Pt ZS 83 FIT Pe O 51.44 TOTAL 8.7 .221 Pt 1.c13 5511 - 3 q , ZD I .10 I LGTH Pt Z7,7to FIT Pe O 175.65 TOTAL 83 .4s4 Pt 4.11 54-,0- 4- ,,11 q �1G.3io LGTH 6.3 Pt 31.11 ZE -i FIT ZO Pe O 111.01- 7i. o1!i7 t TOTALZt3.3 , ZSLo PI 7. zJ/ I..InIC I(,0 q 182+.32- LGTH Pt 39,22 K = VI , 1 1 FIT Pe Y - hnPntJ 0 354.34- TOTAL Pf gr. 5.55 q LGTH Pt FIT Pe 0 TOTAL Pt q LGTH Pt FIT Pe 0 TOTAL Pt q LGTH Pt FIT Pe 0 TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pt q LGTH Pt FIT Pe 0 TOTAL — Pt / ® BASIC ILO FIRE ♦ PROTECTION, INC. c = IZ° JOB NAME JOB NUMBER BY A •� . SavTWER-►J ExPA►-ts)o� K= 8.2 It o DENSITY AREA •s4 GPM Z000 SQ FT tvlC2 DATE 10`z1'90 SYSTEM NO F - SHEET Z OF S NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT \Pt PREASSURE SUMMARY NOTES Lit4e li' q LGTH Z5.O4 7(0 lit X .54 = 41,04 FIT Pe 51-)--. I Q 41.04 1.38 TOTAL 7 , I ZQ Pf .10 5`0-Z q 4I,1' LGTH P1 (..57.` .4 FIT Pe O 87-.81 IAA l TOTAL 7 .223 w I .SCO 4,V-3 q ,43.o1 LGTH P1 Z 757 FIT Pe Q I ZS , 83 I .Lai TOTAL 7 ASS P1 3.31 SSU- d- ,,1Iq q ` 6,5 1 LGTH Pt 30.91 FIT Pe O 1/ 1,42- 2.0C.o1 TOTAL 7 .254- Pt I .-78. lj`JU�✓4(o.8 1 LGTH %,S Pt 32,,70q ea. T FIT ZD Pe Q 1I & .32 Z.00O7 / TOTAL 7.1 .5 .3 10 /� Pt Io. -IS Fq LGTH P1 43, G95 FIT Pe IC= 53.04 - (- %...P0 4 TOTAL Pt LGTH Pt q FIT Pe 0 TOTAL Pf X LINIC 10 q I . % I LGTH , o7 1 Pt Z�.71 8Z.?74- �l.S FIT Pe ,16 = `4-,70 SSU- I Q 414.10 TOTAL 1. (0 Pt 154 SSU ,2 q +6. 10 2.O4o1 LGTH Pt 30.zS FIT Pe Q gR. So TOTAL 7,(0 .011 _...,Pt . 58 SSu - 3 ,1 q 46.5`1' LGTH Pt 52.70. S3 FIT Pe Q 135.3.- 2.0007 TOTAL L. Co . I (0 4 Pt 1.25 Su- 4 q 4-(o. 4 LGTH Pt 3 Z .09 FIT Pe O 101 . Bo Z.oc, 1 TOTAL 7,(/ , Zej3 Pt Z. IS' J7 0.--5 q 4/.99 LGTH z.,1 Pt 34, z,5 ze, -f FIT Ld Pe O ZZ q.79 Z.0Co1 TOTAL ZZ. I . 45-7 Pt q.44 7 -Intl:446.76 q 218.99 LGTH Pt GI ,.93 k= 33.04- ` FIT Pe %- %Pcli Q TOTAL Pt 1(--1-• 607,71 q LGTH Pt FIT Pe Q TOTAL Pt q LGTH Pt FIT Pe O TOTAL Pt q LGTH Pt FIT Pe 0 TOTALPt I p BASIC 44 FIRE . • PROTECTION, INC. C = ►ZO JOB NAME JOB NUMBER BY Pr -4• `ovnieRA EVA,Atsler.I K = B.Z t l0 DENSITY AREA2('DO .54 GPM MCAS DATE I0-29-90 SQ FT SYSTEM NO F' a- v SHEET 3 OF 8 NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES X- hv,A.„..1 a LGTH Pt ?j l . ZZ _ FIT Pe 1,14C5 1 T ii0 O 3S41 °04 S,ZgS TOTAL 8.1 .009 Pt ,Op (-WE"? Z i IS q 35d •72, LGTH Pt 341, 30 FIT Pe K,= S%.'$8 O 7Cl_' A(o 5,295 TOTAL s.7 ,n60 Pf .3! (cr SH -t \ of S ) Lis -les l:S 3 q W(40* I LGTH Pt '61. Cot FIT Pe K= S(560.5?, 0 10(05.21 / rJ.Z 41-J TOTAL g,1 . bl(O Pt '&61/ O I3 1...11/416sQ JS /. I Z LGTH Pt. ZS � FIT Pe . !<-.S%sj ,{ 2 O 1424,) / Q p•Z 15 TOTAL 81 , 131 Pt I , 14 I.1 wl6] s 1Z Q S. 52 LGTH 7i•' Pt 4-1.42 Y. % 5lo.58 X Ve, \/ -I- FIT j4.,,' l 136 Pe r 7,0725 p �/ O 140 •3(A S.Z6iS TOTAL 141,/. Pt 4.052 q LGTH Pt 4-5.4e '-,a '741.�Lzi 4 of e, FIT Pe FU2 /VIOSTr (2.{-7N 0M 1 DUUL I'`^PcliJ ( 0 1 4.A. O(O TOTAL Pf kfLGA Q LGTH Pt FIT Pe IC= Z ii .9 4- 0 TOTAL Pt Q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pt q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pt Q LGTH Pt FIT Pe 0 TOTAL Pt Q LGTH Pt FIT Pe O TOTAL Pf Q LGTH Pt FIT Pe Q TOTAL P1 Q LGTH Pt FIT Pe O TOTAL Pf a LGTH Pt FIT Pe O TOTAL `_�� Pt r_, BASICsi 4,4 FIRE PROTECTION, INC. G = I JOB NAME NUMBER BY A -G . Sou -ma /A SWPthl5ta�1 . K = 13.W13.WJOB ILO DENSITY. AREA2000 GPM MC Ir DATE !o-zi -go SQ FT SYSTEM NO FR.EFL t . SHEET 4 OF 8 NOZZLE 1 IDENTIFICATIONI AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES X- hvl Pct -i Q LGTH P1 43.13 SsG 56-w.,,r 2 of 8, FIT Pe LIr.IGS '3 4°1 1 T IO LIME. 8 i p 1 Q 448.18 (/.CJS"/ TOTAL 10.1 , ODC,o Pf ,0(0 0,I LS 7 410 Q 441.1-5 LGTH Pt 4-5.99 FIT Pe .. (01:7( ( JTOTAL O iIu1.9I (357 , 9.g? .07,t Pf SCC =tZ SH or.6 / I toEll Q 316., LGTH (P ,,{{iZZ Pt `f.ZZ 4LIQe? vT ,FIT 31,S Pe le..=S(p.58 St S r I 0c g Q In 4-.11 (0,S-1 TOTAL 37.5 , 043 Pt 1, lol LI, IES }� �j t 1Z A Q Z� I.41FIT LGTH Pt �"5', S(O Pe k.= 5(,.6 y S/p, O ISI.c, //S lam.S7 TOTALIS, .0(000 Pf 4.51 =35,3(0 Q LGTH Pt 5.43 (1•57 FIT Pe C IZOS5 01513. (es TOTAL -/.2.. , 0(00 Pi 4-s3 Q 8.20 LGTH 1tt,S .0I IO Pt Soi . FIT t4.4_ Pe 14.54- 33.' CLIA/-flo� x G ESS Q )S l''.. (os NE j TOTAL 8(,:j., Pf l .4-5 Q (p. 3S1 • LGTH 1 . 0(10 Pt 70.1Co, ? P' RA FIT C#40,5 Pe O 1513 . (0S i TOTAL (off . S P1 4.0(.0 Q 8.24' LGTH 4. ,O I(D Pt 74! 6,1/s ZY Z\% FIT 61.4 Pe Q ISl3.(407 I TOTAL ls.4. Pf I,Ss { 1,.1St�G NvS� q (5oD0 GI l 1.0.28 LGTH (o o , 005 P (e_j ( LTC T FIT 614,< Pe 15,0, 215-- 0 ((pt,3.('S f GJ TOTAL is 4.5 Pt , 8D 4 oVTI± , SIO1-65 9 q 35b LGTH Pt 17,21 FIT Pe 12,5 f$1 Pr/A1LA ILC- LG0.(.4 0.(.4(11,14 0i013,(a5 TOTAL Pf Q 017.✓.(eS GPM. Q LGTH Pt FIT Pe Q TOTAL Pf Q LGTH Pt FIT Pe Q I TOTAL Pf Q LGTH Pt FIT Pe Q TOTAL Pf Q LGTH Pt FIT Pe Q TOTAL Pf Q LGTH Pt FIT Pe Q TOTAL Pf Q LGTH Pt FIT Pe 0 TOTAL Pf �FI�RBC • pROTBCTION, INC. C= IZo K = 8.Z DENSITY•54' GPM AREAS°° SQ FT JOB NAME A •C.7. 50t-I;'XPAr4SIo,.J JOB NUMBER ►lo BY Mc -g DATE %o -z9-10 SYSTEM NO F-Z=ZSHEET S OF 8 NOZZLE 1 FLOW IDENTIFICATION IN AND LOCATION GPM ut,J II" 25 Q PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT 640-5 Q 4;1(.0 I,o41 Q 0 Q LGTH 1 FIT rj TOTAL CO ,553 PREASSURE SUMMARY Pt U,41 Pe NOTES 55U -Z Q 4$,1% Q 44.1 d- LGTH FIT TOTAL LGTH FIT Pf 3,32 Pt 3111 Pe Pf TOTAL 7.4 Pt 7-5, 4-7 Pe Pf Q o LGTH FIT TOTAL -7.4 .249 Pt M2,15 Pe Pf � 6# Q 4S.SZ Sso-4- Q 4(0.3`1 Ss0-5 a 1161, 82 Q 4c.,51 7Dc.1 ot,7 LGTH FIT TOTAL , A , I Co o Pt 3O , 81- Pe Z Pe Pt I, k8 LGTH FIT g TOTAL 14.4 Pt 32..01 Pe .275 , Pt 4.00 o 72(o.4t7 Q X- MitINS n Z.ov7 L ,T LGTH Z.Z FIT 15 TOTAL 11,2 . 4210 Pt 3(O.OZ Pe 7,1(2 -F-- PI 7, -w„ LGTH FIT TOTAL Pt 43.34 Pe V- 34'.35 Pf Lk L # 24 /St.)- Q 5jU Z Q ?j IL, Q 44°.14- LGTH FIT TOTAL 7,4 , 0(0 3 Pt Ze3.4-1 Pe Pt a X37,90 LGTH 2,oco1 FIT TOTAL 7, .074 .51 Pt 7,3.9, Pe PI Q X4,51 Ssu - 4 Q 132.4 1 Q 4.44- Ss� -5 a 1-)1.91 Z,oco1 LGTH FIT TOTAL 7,4 ,158 54 Pt 21, 53 Pe Pt I,{(p 2,o(01 LGTH FIT TOTAL 7,4 .211 - Pt 30./0 Pe Pf Z.01 Q 4(0,9 Ltp.te 1125 Q 224, 87. Q ZZ9. 4Q Z� ,T Q 454.81 Q Q Q 1 LGTH g,(.0 FIT 2J TOTAL 7,2), („o ,47,0 Pt 32.12 Pe LGTH FIT TOTAL LGTH FIT TOTAL Pf 11,07- y A p - Pt 44./5 .- �,4 7?V Pe Pf Pt Pe PI LGTH FIT TOTAL Pt Pe Pf pIBASIC�� ROTBCTION, INC. C = lW K= g.Z DENSITY • GPM AREAZO° SQ FT JOB NAME AG. Sooil'tf" t XcP $IO,J JOB NUMBER 110 BY Mc,6 DATE lo -2.9-10 SYSTEM NO rizzez - SHEET (o OF 8 NOZZLE IDENTIFICATION AND LOCATION Lkis 27 q FLOW IN GPM PIPE SIZE PIPE EQUIVALENT FITTINGS PIPE AND EQUIP. LENGTH LOSS PSI PER FT ssL)-I Q x}3,31 l,c„ S1/4) -Z q 41311 V..>o-3 Q 61,10 q 45,51 SSU -4 • 132, (,1 q iIfr.sta Q 111.18 q II CPI. 2,((01 1.00 LGTH FIT TOTAL q.3 LGTH FIT TOTAL q it, LGTH .7-45 PREASSURE SUMMARY NOTES Pt Zi. 61 80.2 X .s-+ Pe A5, 31 CG Pnn Pe Pi 2, Z8 FIT TOTAL 113 .15B Pf I,41 LGTH Z,1 FIT ,.O TOTAL 2Z•1 21(.0 Pt 32,21 Pe Pt U.I0 LGTH FIT TOTAL q O q LGTH FIT TOTAL Pt $,38 Pe 14 = 2€,41 Z — Pf Pt Pe Pf L.kk e i' 22 O q LGTH FIT TOTAL Pt Pe Pf SSo 550-Z Q X.31 q 4;19 LGTH FIT TOTAL .0(4.1 Pt Z1, S� Pe %u-3 Q $1,10 q 4.4.31 Ss�-4 O 131,Q Z.oul LGTH FIT TOTAL LGTH .0-12 Pf Pt Pe Pt t�1 FIT TOTAL 1112 ,155 Pt Zq, tO Pe Pt L44 - q A5.39 LIC t 21 O 11(1.61 LGTH q•s FIT ' O TOTAL 7,15 P1 770.(4`t Pe Pt 194 q at. (r3 X- tr.or .k 0355, 44 LGTH FIT TOTAL PI 38.56 Pe Pf 1CZ 57.225- 0 7,225 0 q LGTH FIT TOTAL Pt Pe Pf 0 q LGTH FIT TOTAL P1 Pe Pf O q LGTH FIT TOTAL Pt Pe Pf LGTH FIT TOTAL Pt Pe Pt 6 BASIC 41FIRE ,41� PROTECTION, INC. C = Ivo JOB NAME JOB NUMBER BY k -to • souiti+l l Qy-PPw.ts104. a: K = 8.2 LLD DENSITY' AREA GPM Mcg DATE to -z9-90 . 2.400 SQ FT SYSTEM NO F= = 'i- SHEET 1 OF 8 NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES t,i4E '4 I q LGTH Pt , , it.' • le .54 L 43.19 FIT .otoq MI �- t o �3 q• l s�✓t)'7, q 44,35 LGTH Pt 21.30 FIT Pe o 88.31 2.00 TOTAL -?,S . o14 Pf '610 SO -3 q 44. aO LGTH Pt V. sc, FITPe o 1W la Z•o611 TOTAL 7, s" .151 Pt Itlti LGTH Pt 31.05 SSu -4 q 46.0 ._ FIT Pe p Q p 0 I1 3. U 0 �j (. r l ip TOTAL C �i1 J/ PC7i. O t/ Pt 33,12 S50 -S q A1.11 W© FIT 7,0 Pe X- rr.l.0..1, o Z1,(..01 t.°+01 ®47.4�� P1 0.R6 34.1-8, q FIT Pe K, 0 TOTAL t P q LGTH Pt FIT Pe TOTAL Pt O LGTH Pt Z3.`{ I (7 D l 81.0d Y.s4 =- s'40 LIr.IE q -■ FIT Pe 4S.1io 5Su- 1 O 43.7 CO LW (A 1 TOTAL 7,4 . o co 5 Pt SD S5o-2 q 44 . t 4 , 2.OL/1 LGTH Pt ZS ,611 FIT Pe ■ O 131.°10 TOTAL 7. 4- .014 Pt 54_ SSL - 2 / 4$0-3 q 44.5S LGTH Pt 29.5z- .5 jZ FIT Pe o 132.45 Z.00 TOTAL 7.4. . 1S6 Pf 1. 1 LO /1 Sk)-4• `t1 ,1 q 5,`[2i LGTH Pt 30.(0. FIT Pe 0 111.89 2.07 .2'12 Pf 7,0i 5v'-5 q 46.`10 LGTH Pt 32.1 t 7-C FIT 7,0 Pe 0 224.141 7.o(91 .420 Pf 11. 15 kk Li..1e, i' Kt q 2243.45 PC d3. s4 14.7 34.46 FIT Pe x-h�Pct� O d53.24 TOTAL Pf 1 �c 4z s,414 q LGTH Pt FIT Pe OTOTAL Pt q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe 0 TOTAL Pf 1 c = lio NAME 4 RASIC JOB NUMBER 110 cF • PROTECTION, INC. aveo SO FT SYSTEM NO Frzmuia- SHEET 11 OF 8 AREA NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE PIPE FITTINGS EQUIP.SIZE AND EQUIVALENT PIPE LOSS PREASSURE NOTES LGTH Pt 7,6,1'1 •o • + •• I Pe ,+ • I • / . Pf .6/$ LGTH Pt V1,01 +2 / FIT Pe • ; • • , 2.00 TOTAL 1, , 01. w , c06 LGTH Pt 7A./0 %k).- 3 + FIT Pe a 132.52) i.o0 ,is5 Pf 1,41 Pt 31.1? 550- 45,1 IMEIIIII FIT Zo Pe • 1.00 TOTAL la, .213 Pf (,I,(Oo LGTH Pt 3').71 is- IAA.Pcini FIT Pe I�, 29,01 d TOTAL Pt Pt Q FIT Pe TOTAL Pf LGTHo Pt G FIT Pe O TOTAL Pt Pt ZI,Sq 8o,z dD ><,s—d Z 43.31 Llklt?'"- 35 Q FIT Pe 1-)- I o 43,31 I,(1 TOTAL 1,5 . 061 Pf 102 LGTH Pt Z l-,/,i0'Z 4 4 3.1Ci FIT Pe ■ 0 81. I o 2,00 TOTAL ' ,o11 Pt ,U1 Savo' ?3 Q 4.4 , 31 FITPe a 131, 41 Z.oc.1 TOTAL 1,1 • IS: P1 I, 44 LGTH 7,6 Pt 3O, c„,4. (../30-¢ U �i5, v3 2U T FIT 7, Pe Q rlt0151 2.o1,1 TOTAL 21 2L9 Pt 7,41 Pt 3$,0(o KL V1.01 � LGTH 1,1.-lGl 11'4$ q 17B.18. FIT Pe X- Ml'CIM a �55.19 TOTAL Pf 1e-& 57.0 LGTH Pt 4 FIT Pe TOTAL Pf Pt FIT Pe OTOTAL Pf LGTH Pt Q FIT Pe O TOTAL Pf LGTH Pt Q FIT Pe O TOTAL Pf 1 ' •_ SENTRY FIRE SYSTEMS, INC. 2004-A 48th AVENUE CT. E. (206) 926-2290 PROJECT NAME ASSICIATED GROCERS ADDRESS OCCUPANCY R"CF-LVED JAN 4 1991 TACOMA, WA 98424 FAX (206) 922-6150 3301 South Norfolk Seattle, WA B4 Cold Storage BUILDING TYPE IIIN Sprinklered DATE 12-12-90 SYSTEM NO. 133 & 134 CONTRACT NO. 11-117 SYSTEM DESIGN HAZARD CLASS PER NFPA #13 NFPA N/A See NFPA 231C "Rack Storage Of Materials" SPECIFIC RULING In -Rack: 22 gpm minimum flow per head with 6 heads flowing RULING MADE BY Enrico Saturay OF FACTORY MUTUAL ENGINEERING DENSITY: Overhead: .23 GPM OVER THE HYDRAULICALLY MOST REMOTE 2600 SQ. FT. AVERAGE AREA OF COVERAGE PER SPRINKLER 90 SQ. FT. HOSE ALLOWANCE INCLUDED IN CALCULATIONS: INSIDE 150 GPM OUTSIDE 350 GPM IN -RACK SPRINKLER ALLOWANCE 139.4 GPM ADDED AT Point of connection SYSTEM TYPE DRY SPRINKLER MAKE Overhead: GEM MODEL F950 K -FACTOR 5.55 TEMP 286 ° ORIFICE SIZE 1't SPRINKLER MAKE In -Rack: Central MODEL A K FACTOR 5.60 TEMP 165 ° ORIFICE SIZE " SUMMARY : GPM REQUIRED 971 PSI REQUIRED 62.2 AT BASE OF RISER "C" FACTOR USED: OVERHEAD 100 UNDERGROUND 140 WATER SUPPLY: STATIC PSI 120 RESIDUAL PSI 70 GPM FLOWING 2780 ELEVATION -0- LOCATION OF TEST Site Loop TEST DATA PROVIDED BY Enrico Saturay of FACTORY MUTUAL ENGINEERING "Factory Mutual Engineering Division - Plans Accepted Subject To CIndicated and Comments in Transmittal Letter 'Q Liability Of FM Co's Is Limited To Til,l ram Policy Coverage Reviewed By %ri El • CONTRACT NO "1" g:71,.1.1:144itil:a:11•7.7_�IIAC�Iir• SII]��II'NM System No._-_-- ....... ---... Sheet_---_-______ -4-. .;Ir:, , -i t,..t;11: : H • • N -iii it ~i}. Y Ti 1 , 1 : 1NHIIHIIIIIIIH11-11// 11/1111//IIHNIN • 0 0 H H O N a 0 r-, rn a 0 p A H b0 o AiI V4O1:1 • } 1I1II II1n1M11r/ -+^ .,.:�... rp IINN SE �MM�■�■�t1M..l■M �in WM,iI■I=M■r I Ift/IIIIIII IIIIIIInIr1ll/NIIIHIIIHIIIII11l�• • �IINIIIIINBI1nr. i/IIIIII IIIIAII I•Iun1 II r u �Ilimlllf 1 1 11 11 11 r UM1 ingTourimompippoilli •-i .11 ,1 111111111111111111111111111111 III " "I 1 IIHIHIIIININIII 11l 11111111111111N111111111111 11 IN 11 NN/ 1_ u 11 1 11�1MIn11 r ��prlflM/II1ItI1IIlIH:I11IlII"ii Im11IAIM NINOU1 nn{I�1nH�Ip�IIf/IIWII� tNIISiuu111I1H1nnuiIISIwII nIIRIHIIIIIIHIH 1M3IIIIIIHIIUIIIIIIINIIM• EUUMILLImiluulunummulusaulau EU CIl9O�1�IMEMIII �'II UMIIIII.�EL II I rig NaIIHuUl�ulNUIII1IIIIIIIIIIIIIIuIIINII: Existinq Pallet Flow Racks C= 100 JOB NAME JOB NUMBER BY M A.G. DRY PRODUCE EXPAN.• K= 5.60 1 1 - 1 1 7 22 gpm min, flow per head DENSITY AREA GPM BRAUHN DATE 1 2-1 2-90 _ SO. FT SYSTEM NO SHEET 1 OF 2 with 6 heads flowing NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES LI►.IC 9 Q 1. o 49 I LGTH S ,211 'Pt 15,4-3 E -1- FIT 5.0 Pe SL) - Z- 0 ZZ. 00 TOTAL ,S.S Pf 1. Iq Q LGTH Pt I (o , (, 7- FIT Pe I•I.vJ K7- 5.39 p TOTAL Pf• LIT # 9 q (.049 LGTH (0,3 .211 Pt 15.4-3 EC G FIT 2, t Pe SSU -1 Q ZZ • O° TOTAL 17-4 Pf 2. (09 %u- Z q ZZ . ei zi- 1.0441 LGTH 'LS.'� , a 15 Pt I $ .12. 5 FIT 6,(0 Pe Q 44.6A 4 12-r TOTAL 13.9 Pf 21.I0 Q I i36 LGTH ,--1,14 Pt 45.T1 FIT Pe Q 44-.6\4 TOTAL 8.3 Pf 118 Q 1.001 LGTH . I0 1 Pt 41.S5 FIT Pe Q Q 44.9 4 TOTAL 11 Pf I. I Z Q I, COI LGTH , 101 Pt 41.8(0-1 FIT Pe Q 44.94 TOTAL S.3 Pf .84 Q Z.0L/1 LGTH 12.(0, ,OZ' Pt 41, 51 Z -T' E FIT 11,5 Pe Q 44-. t 4 TOTAL 30, 4 Pf ,Ot I L14 S4(0 Q 94-,44-LGTH 3 7-G, 183,8 , OZ(O Pt SD. 42. LItJ 5i(v )1-= 13 ,3p Z, I iv l' FIT ZZ. 1 Pe Q 139.38 TOTAL 105,9 Pt 5.44 Q 4,7i(0 LGTH -141 ,D01 Pt S5, 8(0 3 PN 7 VL FIT 54,1 Pe 5, )9 17_,' EI.G\/h- D4 Q IBJ f,$(6 f TOTAL IZB.5 Pf 11 Q C- t-11.-0 ^ 4.v, LGTH 1 , OOS Pt (401.95 Fjw T FIT 30:3 Pe 2 D 013Qp 1, lp TOTAL -7JI,3 Pt .1,10 0,1 t4EA� Q G$�.2✓�o Q S 1 .2,44i� LGTH .Otis Pt 6'Z, 14 Ove A• 14.„.E40,43(,,, FIT Pe 5,0. [LASER. p ,{ Q 820. Z 4 TOTAL I Pf , O i I t-1' DE. kbse. q 1S0 • 0 O Gt 1 41-p q •27 8 LGTH 813 , DOS Pt (pZ , i S FIT (9 Pe I,pZ9 3' Cl..CVATI.Of� ((]] Q -1'7o. -I 4 TOTALI5 I Pf Sc. Ot,tSID6 X61✓ q 35D, OD LGTH I, Pt (494.-2A MDPT Dats.A t•IOIn1Ca FIT Pe 01.57.0.14 TOTAL Pf Q LGTH Pt - FIT Pe Q TOTAL Pf Q - LGTH Pt FIT pe r - 0 . TOTAL Pt Newt Pallet Flow Racks c= 100 JOB NAME JOB NUMBER BY M A.G. DRY PRODUCE EXPAN. , K= 5.60 1 1 - 1 1 7 22 gpm min, flow per head DENSITY AREA GPM BRAUHN DATF 12-12-90 _ SOFT SYSTEM NO SHEET 2 OF 2 ' with 6 heads flowing NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY 'Pt NOTES In1CCp q LGTH , Z 1S.43 1.04°1 L✓ T FIT S. 0. Pe /,1J0 -Z O Z1.00 ' TOTAL ..Z ,%r1 P1 1,13 q LGTH Pt 110.5(0 FIT Pe %I V -I IC,t 5.40 <- 0 TOTAL Pf LIh1Ci0 q I , 04°1 LGTH I(7 P1 15.4-3 E C� FIT Z.\ ,Z,1-7 Pe SSS -1 o ZZ. Do TOTAL IZ. I P1 '2,, (3,3 -5 (.) - Z q 2.1...9 4. 1.041 1 LGTH ss ,SIS Pt 1 S, O(o K..-- S. 4-0 2� FIT Z, 8 Pe O ,}} 44.94 TOTAL 21,5 P1 22.x-7 CI 1,44z, LGTH 7i .I13 Pt 40.-1 ZYg� T FIT q, ` Pe O 44-.94 TOTAL II,I P1 I , 9 Z. q LGTH _ Pt 41.L,S FIT Pe LI r4 . 14= CO. g 13 0 TOTAL Pf 1 L1,1LS q 1, 04p I LGTH 1.0 .2-I1 PI 1.41-- i✓ FIT L, I Pe `vSU " I 0 22.00 TOTAL 1Z.1 P1 Z-(03 SSU'Z q -7,-/--94-LGTH I ,04 Ip Z , a1S Pt 16.0(p K�S.40 ZG FIT Z, 6 Pe O 44.94 TOTAL Zti 6 P1 2,Z.(l/ q 1.442 LGTH 7 ,113 Pt 40,-75 via -r FIT I Pe O 44-.94 ' TOTAL 11,1 Pf 1 A q 7 .15 1 LGTH , 02.4 Pt 4 2 .4,5 FIT Pe 0 44.94 TOTAL g PI 119 LI #%p q ,173 Z • ‘51 LGTH 10.5 Pt �Z,$S -1- FIT 8.1 Pe O 6°0E) TOTAL ({4 •Z , PSS Pt 1,6)5 q 2?,2(A° LGTH t355 Pt 4.4 .54. "r FIT 14., .., Pe O 2A:9_8 TOTAL 99.6 ,oil Pf 1,1-1 q LGTH Pt 4S.-11 FIT Pe LICE Kt 13.30 O TOTAL P1 q LGTH Pt 1-1^1S 1±9 IS mog.a FIT Pe "CasnPi.lOI^JCi O TOTAL Pf q LGTH Pt 1 FIT Pe O TOTAL -4 Pf q LGTH Pt FIT Pe 0 TOTAL Pf New 2 -Deep Drive-in Racks c= 100 JOBNAME JOB NUMBER BY M A.G. DRY PRODUCE EXPAN. , K= 5.60 1 1 - 1 1 7 22 qpm min. flow per head DENSITY AREA _ GPM BRAUHN DATE 12-12-90 SD. FT SYSTEM NO SHEET 1 OF 2A with 6 heads flowing NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES l r,l� q LGTH (p .217 Pt 15.43 Ee EE T FIT S.7 Pe SSU - I Q 22.00 1.049 TOTAL II,' PI z.s4 q LGTH Pt 17.97 FIT Pe n KIE\'‘j K•7''' S.I5 TOTAL Pt r LIr1C� q I .049 LGTH 11,3 . 21 i Pt IS.43 ZE,EE fT FIT 7I 11 Pe SSV - Z Q 22,00 TOTAL 18.4 Pf 4,00 SSU - q 7 Z. if) Lo49 LGTH 21,S v11 Pt 19.43 1. = S. l v F <✓ FIT 1,4 Pe a 44.5 TOTAL 22.9 Pf 18,56 q ,I 1.442 LGTH 23 . 112_ Pt 35.01 Ve✓ 17 FIT I 1 Pe _ Q 44-,3 TOTAL 34 Pt S.8(.0 q 3.Z(o LGTH ,003 Pt 4 . 87 FIT Pe O 44. b3 TOTAL ("S.(0 PI ,211 QQ I �, lE# V q IO7i. 85 3.Z -(o LGTH I S3.6 , 07A PI 44.05 (L11,1.,' & IL= IS •. 4Q + ZVE � v FIT 22.1 Pe Q 147.(0B TOTAL ZADE,1 PI 60,0(.0 /DE,1 q 4.2-c LGTH -14,1 , 006 P1 SO . /S 7VE pPv FIT 54.1 Pe s,1 p I I2.e ELGVAtTIOLj O 141, (08 TOTAL I Z8, S Pt 1.03 q GT- 17.0 1 d-. Z(o LGTH 1 , OQS Pt Sia. -7 gFd T FIT ?j0, 3 Pe 1 O 1 ` -7 . Co 8 TOTAL I, Pt . 11 OVCR-Hfta q U4-9.98 a 2_46i LGTH 1 OOS Pt sj% . S4 i FIT Pe :u. O. 1Z-leR 0713. ( TOTAL 1 PI , 0 I 1ti1StDG Hoss q 150.00 LGTH Pt 5(o , SS FI,LLG.T pl...,OL,J (Zq-c,KS FIT Pe P,17 --e Mom De -PA Q vl 47 , (0(6, TOTAL Pf (SEC 5 H6a r 1 o r f) q LGTH Pt FIT Pe O TOTAL Pt q LGTH PI FIT Pe O TOTAL Pf q LGTH Pt FIT Pe Q TOTAL Pf q LGTH Pt f FIT Pe Q TOTAL Pf q LGTH Pt FIT pe _o _ TOTAL Pf r Exitinq 2 -Deep Drive-in Rack c= 100 JOB NAME JOB NUMBER BY M A.G. DRY PRODUCE EXPAN. K= 5.60 1 1 - 1 1 7 22 qpm min, flow per head DENSITY AREA GPM SQ FT BRAUHN DATF 12-12-90 _ SYSTEM NO SHEET 2 OF 2A with 6 heads flowing NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES LING e q I I ,O-°, LGTH -2.,--2_ ,-7_,1-7 Pt IS•4-3 E L�E 1 T FIT S.1 Pe 5`a U-2- O ZZ, DO TOTAL 7,1 1 PI 1.71 q LGTH Pt I-1.14 FIT Pe tiE.VJ 14-L S•3I p TOTAL Pf L1NIG 8 q I.0'r°1 LGTH 60.S" .V1 Pt 15.43 EI Es, FIT S,1 Pe fvU- 3 O 22 .00 TOTAL IZ,Z Pf Z,(,,6- q LGTH Pt I8.03 IJ 1 L 5. IJ FIT Pe Q TOTAL Pf I.)fJG S q I,O4-° LGTH 1S,3 ,211 I Pt IS ZG FIT 3,5 Pe SSU,. 1 O 22,00 I TOTAL (g,$ Pf 4., o5 6Su- 2. q 2-3.45 I .049 LGTH , S 7- Pt I q .51 K= 5. 3 1 FIT Pe ,�/ "i O ce , 45 TOTAL c1,S Pf VI I S`JJ - Zj q 17. 01 1,35 LGTH , S 19 I Pt 2 , 4'3 V --x. 5.17 FIT Pe O 72.53 TOTAL 9 .S Pt 4,c - "JU - 4 q 30. 21 1. 6,1 LGTH . 4(,-1 Pt 32,31 ICS S.3 I FIT Pe O I O Z . -j ¢ TOTAL 9.5 Pf 4,44 q 2.0L01 LGTH 30,5 ,1313 _ Pt 36, al T FIT 1,0 ,1 Pe O I t9L,4 TOTAL 4.1,/.. Pt S,'10 q • Z. Oce I LGTH .OSS, Pt 42.51 FIT Pe O IliZ, 1 4 TOTAL 2,5 Pf , )4. q c Z,ii3JJ LGTH 9 . 0 4 2 Pt 47-.(,5" " r FIT I. 5 P O 1 0Z• 4- TOTAL�jO.1j Pt I .'2jo q LGTH 1 Pt 4 3 , R (i FIT Pe LI, IE ,I 4A K -L IS4, I O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pf q ` LGTH Pt FIT Pe - O TOTAL Pf New 5-Deep Drive-in Racks c= 100 JOBNAME JOB NUMBER BY M A.G. DRY PRODUCE EXPAN. / K= 5.60 1 1 - 1 1 7 22 gpm min, flow per head DENSITY_ AREA GPM SO. FT BRAUHN DATF 12-12-90 SYSTEM NO SHEET 1 OF 2B with 6 heads flowing NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES Li fl[ Z q LGTH ,7„ Pt 15-.4$ G -j- FIT S.O Pe VSU '" 2 O ZZ , OO I, 04-9 TOTAL S. Z , ZI 1 P1 I . 13 a LGTH Pt I(..5(0 FIT Pe Na,-1 1Lt. 5,40 1 0 TOTAL P1 L I J L� Z q LGTH 10.3 Pt 15.43 E 1 llL FIT Z, 1 Pe �r7`JU - I O ZZ . 1104-9 TOTAL 12.4 •1J Pf �, �q %u 2 qO q Z2.9 I LGTH SZ Pt 16. 12 I4.L S, 4.O `r FIT L,3 Pe /gyp O 4.4-.9 I 1.35 TOTAL 9.s- , 2I ¢ Pf 1,.041- q LGTH Pt ZQ, Ka r FIT Pe L.tt.IE li-t 10.0 k 0 TOTAL Pf Lt,l 1 q 1.049 LGTH 10, 3 ,7-11 Pt 15.43 G L.:,-;-..c.... FIT 2, I Pe rJ✓./-I 0 7-. 00 TOTAL IZ.4 1� Pf Z.(6) 5t0-Z Q 22-.99LGTH 1,35 15 -7 .01 4. Pt IS.IZ ILS S. 4O G FIT Z, j Pe O 4-4,99 -4,99 TOTAL 11,1 Pf 3, 44,1 U.kc 2 q 4(40,/3 1.'l LGTH ,3"13 Pt 2I.7 I LIklEliZ KZ Io.oI FIT Pe O 1I.72- TOTAL 9,5 Pf 3,11 U 3 q �j O .ss Z,GG 1 LGTH 2,(47.5 FIT 3,(o , 2,5"z-Pt Pt 2,5,50 Lt �1 e et 3 K- z 10.0 1 SA-n„-S AS Luta, # 2 G Pe Q 141.27 TOTAL4O. ( ID. 13 _ q ,_ Z,157 LGTH 1,5 FIT 11 Z r2,05 Pt 35.4,3 27\i1✓ 12-'/ Pe O 1 4Z .'Z-1 TOTAL rt:--1 P1 'Z.to, 1 q 2.c05 LGTH 7.02, O , 711 Pt 3$.7...4 V G R.„\,/ FIT 7,5 Pe 1 / O 14 1. ,2-1 TOTAL 31,5 P1 3,„,t., q / 5,2 a LGTH t38.1 Pt 4-1.30 VT FIT 1,5 Z Pe O 1 4-2-,-1.3 TOTAL IDD,(/ L0Z1 Pt 7.7 0 LGTH I53.5 Pt 44,0c, vie f vl FIT 21-.1 Q I r--7-7 Pe . Z(P TOTAL2.O5• 8I , 021 Pf 0 LGTH 14,1 Q5.(Gc, Pt �-1,1Z -NgL7P\,/ FIT 54,1 Pe S. Ici 12t EU ' ArD,,-1 Q I4-Z,Z-7 `-.v, TOTALIZ6.P) ,(3,:j-I Pf AL, 0 LGTH I Pt 5S, 0 gj L,-1-1,0 -5/-4I FIT 3D, 3 Fe Q 121-/-11 ,1 4.uo TOTAL 31,3 , 005 Pf , I(o VL12ttp4D q (i�1.09 LGTH Pt 5(o.o4 D�G�Fii b .- 66,.43(„ FIT pe O 169.3(., Q 8.249 TOTAL 1 ` , 005Pf • . 0 1 New 5 -Deep Drive-in Racks C= 100 JOB NAME JOB NUMBER BY M A.G. DRY PRODUCE EXPAN. K= 5.60 1 1 - 1 1 7 22 qpm min, flow per head DENSITY AREA GPM BRAUHN DATE 12-12-90 _ SU FT SYSTEM NO SHEET 2 OF 2B with 6 heads flowing NOZZLE IDENTIFICATION AND LOCATION FLOW IN GPM PIPE SIZE PIPE FITTINGS AND EQUIP. EQUIVALENT PIPE LENGTH LOSS PSI PER FT PREASSURE SUMMARY NOTES Q LGTH Pt FIT Pe Q p O -189.3(0 TOTAL Pt INV -IDC' NSG Q I SO.OD LGTH Pt 510. 05- PNu..cT FLOG) fLRU<S FIT Pe .►Olnl pc(AS hnpRG DtmwG 5.0, ZI t9 ��jj O 'IIjal.3(i TOTAL Pt ( SSG: SIMS sT 10 FZ� Q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pf Q LGTH Pt FIT Pe O TOTAL Pf Q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pf Q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pf Q LGTH Pt FIT Pe O TOTAL Pf Q LGTH Pt FIT Pe O TOTAL Pf Q LGTH Pt FIT Pe O TOTAL Pf q LGTH Pt FIT Pe O TOTAL Pf Q LGTH Pt FIT Pe Q TOTAL Pf Q LGTH Pt FIT pe O TOTAL Pf r SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 1 FLOW TEST RESULTS STATIC 120.00 PSI RESIDUAL AT 2780.0 GPM 70.00 PSI PRESSURE AVAILABLE AT 1142.8 GPM 110.34 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 137 23.10 20.70 5.55 138 22.89 20.70 5.55 139 22.83 20.70 5.55 140 22.82 20.70 5.55 141 22.87 20.70 5.55 142 23.04 20.70 5.55 150 21.53 20.70 5.55 151 21.12 20.70 5.55 152 20.91 20.70 5.55 153 20.85 20.70 5.55 154 20.85 20.70 5.55 155 20.89 20.70 5.55 156 21.05 20.70 5.55 157 21.40 20.70 5.55 165 21.46 20.70 5.55 166 21.04 20.70 5.55 167 20.84 20.70 5.55 168 20.77 20.70 5.55 169 20.72 20.70 5.55 170 20.81 20.70 5.55 171 20.97 20.70 5.55 172 21.32 20.70 5.55 180 21.44 20.70 5.55 181 21.02 20.70 5.55 182 20.82 20.70 5.55 183 20.75 20.70 5.55 184 20.70 20.70 5.55 185 20.79 20.70 5.55 186 20.94 20.70 5.55 187 21.29 20.70 5.55 17.33 17.01 16.91 16.91 16.98 17.24 15.05 14.48 14.20 14.11 14.11 14.16 14.38 14.87 14.95 14.38 14.10 14.01 13.94 14.06 14.27 14.75 14.92 14.35 14.07 13.98 13.91 14.03 14.24 14.72 Associated Grocers Dry Produce Expansion .23gpm/2600sf TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 1 (INSIDE HOSE) OUTFLOWS AT 2 (IN -RACK JUNCTION) OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 641.84 GPM 150.00 GPM 1.00 GPM 350.00 GPM 1,142.84 GPM 55.79 PSI 0.100 PSI 13.17 FPS 12-08-1990 PAGE 2 SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 3 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 185 184 2.067 Q 17.58 186 185DQ 20.79 2.067 Q 38.36 187 186DQ 20.94 2.067 Q 59.31 188 187DQ 21.29 2.067 Q 80.60 189 188 190 189 51 190 50 51 Q 80.60 Q 80.60 Q 80.60 Q 80.60 183 184 Q 3.12 L 10.00 0.0053 PT 13.91 (184) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.05 L 10.00 0.0224 PT 13.96 (185) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.22 L 10.00 0.0501 PT 14.18 (186) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.50 L 10.00 0.0883 PT 14.68 (187) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.88 2.067 L 10.00 0.0883 PT 15.56 (188) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.88 2.067 L 10.00 0.0883 PT 16.44 (189) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.88 2.067 L 36.00 0.0883 PT 17.32 (190) F=0/E F 3.00 PE 0.00 BL C100 T 39.00 PF 3.44 3.546 L 9.00 0.0064 PT 20.76 ( 51) F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.06 PT 20.82 ( 50) 2.067 L 10.00 0.0002 PT 13.91 (184) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.00 182 183DQ 20.75 2.067 Q 23.87 181 182DQ 20.82 2.067 Q 44.69 180 181DQ 21.02 2.067 Q 65.71 L 10.00 0.0093 PT 13.91 (183) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.09 L 10.00 0.0297 PT 14.00 (182) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.30 L 10.00 0.0605 PT 14.30 (181) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.60 SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 4 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 179 180DQ 21.44 2.067 Q 87.15 178 179 2.067 Q 87.15 177 178 176 177 31 176 30 31 Q 87.15 Q 87.15 Q 87.15 Q 87.15 170 169 Q 17.66 2.067 2.067 2.067 4.124 L 10.00 0.1021 PT 14.90 (180) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 10.00 0.1021 PT 15.92 (179) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 10.00 0.1021 PT 16.94 (178) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 10.00 0.1021 PT 17.96 (177) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 64.00 0.1021 PT 18.98 (176) F=E F 4.00 PE 0.00 BL C100 T 68.00 PF 6.94 L 9.00 0.0035 PT 25.92 ( 31) F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.03 PT 25.95 ( 30) 2.067 L 10.00 0.0053 PT 13.94 (169) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.05 171 170DQ 20.81 2.067 Q 38.47 172 171DQ 20.97 2.067 Q 59.44 173 172DQ 21.32 2.067 Q 80.76 174 173 175 174 Q 80.76 Q 80.76 L 10.00 0.0225 PT 13.99 (170) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.22 L 10.00 0.0503 PT 14.21 (171) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.50 L 10.00 0.0887 PT 14.71 (172) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.89 2.067 L 10.00 0.0887 PT 15.60 (173) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.89 2.067 L 10.00 0.0887 PT 16.49 (174) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.89 SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 5 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 50 175 2.067 Q 80.76 49 50DQ 80.60 3.546 Q 161.35 168 1.69 Q 3.06 L 36.00 0.0887 PT 17.38 (175) F=0/E F 3.00 PE 0.00 BL C100 T 39.00 PF 3.46 L 9.00 0.0230 PT 20.84 ( 50) F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.21 PT 21.05 ( 49) 2.067 L 10.00 0.0002 PT 13.94 (169) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.00 167 168DQ 20.77 2.067 Q 23.83 166 167DQ 20.84 2.067 Q 44.67 165 166DQ 21.04 2.067 Q 65.72 164 165DQ 21.46 2.067 Q 87.18 163 164 2.067 Q 87.18 162 163 2.067 Q 87.18 161 162 2.067 Q 87.18 30 161 2.067 Q 87.18 L 10.00 0.0093 PT 13.94 (168) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.09 L 10.00 0.0296 PT 14.03 (167) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.30 L 10.00 0.0606 PT 14.33 (166) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.61 L 10.00 0.1021 PT 14.94 (165) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 10.00 0.1021 PT 15.96 (164) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 10.00 0.1021 PT 16.98 (163) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 10.00 0.1021 PT 18.00 (162) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 64.00 0.1021 PT 19.02 (161) F=E F 4.00 PE 0.00 BL C100 T 68.00 PF 6.94 29 30DQ 87.15 4.124 L 9.00 0.0127 PT 25.96 ( 30) Q 174.33 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.11 PT 26.07 ( 29) SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 6 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 155 154 2.067 Q 18.11 156 155DQ 20.89 2.067 Q 38.99 157 156DQ 21.05 2.067 Q 60.04 158 157DQ 21.40 2.067 Q 81.45 159 158 2.067 Q 81.45 160 159 2.067 Q 81.45 49 160 2.067 Q 81.45 48 49DQ 161.35 3.546 Q 242.80 153 154 Q 2.74 L 10.00 0.0056 PT 14.11 (154) F=0 F 0.00 PE 0.00 BL C1O0 T 10.00 PF 0.06 L 10.00 0.0231 PT 14.17 (155) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.23 L 10.00 0.0512 PT 14.40 (156) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.51 L 10.00 0.0901 PT 14.91 (157) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.90 L 10.00 0.0901 PT 15.81 (158) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.90 L 10.00 0.0901 PT 16.71 (159) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.90 L 36.00 0.0901 PT 17.61 (160) F=0/E F 3.00 PE 0.00 BL C100 T 39.00 PF 3.51 L 9.00 0.0490 PT 21.12 ( 49) F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.44 PT 21.56 ( 48) 2.067 L 10.00 0.0002 PT 14.11 (154) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.00 152 153DQ 20.85 2.067 Q 23.59 151 152DQ 20.91 2.067 Q 44.51 150 151DQ 21.12 2.067 Q 65.62 L 10.00 0.0091 PT 14.11 (153) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.09 L 10.00 0 0294 PT 14.20 (152) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.29 L 10.00 0 0604 PT 14.49 (151) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.60 SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 7 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 149 150DQ 21.53 2.067 Q 87.16 148 149 2.067 Q 87.16 147 148 2.067 Q 87.16 146 147 Q 87.16 29 146 Q 87.16 28 29DQ 174.33 Q 261.49 L 10.00 0.1021 PT 15.09 (150) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 10.00 0.1021 PT 16.11 (149) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 L 10.00 0.1021 PT 17.13 (148) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 2.067 L 10.00 0.1021 PT 18.15 (147) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 1.02 2.067 L 64.00 0.1021 PT 19.17 (146) F=E F 4.00 PE 0.00 BL C100 T 68.00 PF 6.94 4.124 L 9.00 0.0270 PT 26.11 ( 29) F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.24 PT 26.35 ( 28) 141 140 2.067 Q 20.40 142 141DQ 22.87 2.067 Q 43.27 143 142DQ 23.04 2.067 Q 66.31 144 143 Q 66.31 L 10.00 0.0070 PT 16.91 (140) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.07 L 10.00 0.0280 PT 16.98 (141) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.28 L 10.00 0.0616 PT 17.26 (142) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.62 2.067 L 10.00 0.0616 PT 17.88 (143) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.62 145 144 2.067 Q 66.31 48 145 2.067 Q 66.31 L 10.00 0.0616 PT 18.50 (144) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.62 L 36.00 0.0616 PT 19.12 (145) F=0/E F 3.00 PE 0.00 BL C100 T 39.00 PF 2.40 SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 8 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 47 48DQ 242.80 3.546 Q 309.11 139 140 Q 2.42 L 9.00 0.0767 PT 21.52 ( 48) F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.69 PT 22.21 ( 47) 2.067 L 10.00 0.0001 PT 16.91 (140) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.00 138 139DQ 22.83 2.067 Q 25.25 137 138DQ 22.89 2.067 Q 48.14 136 137DQ 23.10 2.067 Q 71.24 135 136 134 135 133 134 132 133 131 132 28 131 Q 71.24 Q 71.24 Q 71.24 Q 71.24 Q 71.24 Q 71.24 L 10.00 0.0103 PT 16.91 (139) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.10 L 10.00 0.0340 PT 17.01 (138) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.34 L 10.00 0.0703 PT 17.35 (137) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.70 2.067 L 10.00 0.0703 PT 18.05 (136) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.70 2.067 L 10.00 0.0703 PT 18.75 (135) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.70 2.067 L 10.00 0.0703 PT 19.45 (134) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.70 2.067 L 10.00 0.0703 PT 20.15 (133) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.70 2.067 L 10.00 0.0703 PT 20.85 (132) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.70 2.067 L 64.00 0.0703 PT 21.55 (131) F=E F 4.00 PE 0.00 BL C100 T 68.00 PF 4.78 27 28DQ 261.49 4.124 L 9.00 0.0421 PT 26.33 ( 28) Q 332.73 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.38 PT 26.71 ( 27) SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 9 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 130 47 129 130 128 129 127 128 126 127 125 126 124 125 123 124 122 123 121 122 120 121 119 120 Q 34.38 Q 34.38 Q 34.38 Q 34.38 Q 34.38 Q 34.38 Q 34.38 Q 34.38 Q 34.38 Q 34.38 Q 34.38 Q 34.38 2.067 L 36.00 0.0183 PT 22.26 ( 47) F=0/E F 3.00 PE 0.00 BL C100 T 39.00 PF 0.71 2.067 L 10.00 0.0183 PT 22.97 (130) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 23.15 (129) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 23.33 (128) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 23.51 (127) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 23.69 (126) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 23.87 (125) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 24.05 (124) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 24.23 (123) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 24.41 (122) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 24.59 (121) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 24.77 (120) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 10 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 118 119 2.067 Q 34.38 117 118 Q 34.38 L 10.00 0.0183 PT 24.95 (119) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 10.00 0.0183 PT 25.13 (118) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 116 117 2.067 Q 34.38 27 116 2.067 Q 34.38 26 27DQ 332.73 4.124 Q 367.10 46 47 3.546 Q 274.74 115 46DQ -240.92 2.067 Q 33.82 Q 33.82 Q 33.82 Q 33.82 Q 33.82 110 111 2.067 Q 33.82 114 115 113 114 112 113 111 112 2.067 2.067 2.067 2.067 L 10.00 0.0183 PT 25.31 (117) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 64.00 0.0183 PT 25.49 (116) F=E F 4.00 PE 0.00 BL C100 T 68.00 PF 1.24 L 9.00 0.0505 PT 26.73 ( 27) F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.45 PT 27.18 ( 26) L 9.00 0.0616 PT 22.26 ( 47) F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.55 L 36.00 0.0177 PT 22.81 ( 46) F=0/E F 3.00 PE 0.00 BL C100 T 39.00 PF 0.69 L 10.00 0.0177 PT 23.50 (115) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 23.68 (114) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 23.86 (113) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 24.04 (112) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 24.22 (111) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf FROM TO 109 110 108 109 107 108 12-08-1990 PAGE 11 FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI Q 33.82 Q 33.82 Q 33.82 106 107 2.067 Q 33.82 Q 33.82 Q 33.82 Q 33.82 Q 33.82 Q 33.82 105 106 104 105 103 104 102 103 2.067 2.067 2.067 2.067 2.067 101 102 26 101 Q 33.82 2.067 2.067 2.067 L 10.00 0.0177 PT 24.40 (110) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 24.58 (109) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 24.76 (108) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 24.94 (107) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 25.12 (106) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 25.30 (105) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 25.48 (104) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 25.66 (103) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 L 10.00 0.0177 PT 25.84 (102) F=0 F 0.00 PE 0.00 BL C100 T 10.00 PF 0.18 2.067 L 64.00 0.0177 PT 26.02 (101) F=E F 4.00 PE 0.00 BL C100 T 68.00 PF 1.20 25 26DQ 367.10 4.124 L 9.00 0.0595 PT 27.22 ( 26) Q 400.93 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.54 PT 27.76 ( 25) 45 46 3.546 L 9.00 0.0483 PT 22.82 ( 46) Q 240.92 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.43 • r SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 12 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 25 45DQ -206.57 2.067 Q 34.35 24 25DQ 400.93 4.124 Q 435.28 44 45 3.546 Q 206.57 24 44DQ -171.04 2.067 Q 35.53 L 240.00 0.0182 PT 23.25 ( 45) F=E/E F 7.00 PE 0.00 BL C100 T 247.00 PF 4.50 L 9.00 0.0692 PT 27.75 ( 25) F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.62 PT 28.37 ( 24) L 9.00 0.0364 PT 23.25 ( 45) F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.33 L 240.00 0.0194 PT 23.58 ( 44) F=E/E F 7.00 PE 0.00 BL C100 T 247.00 PF 4.79 23 24DQ 435.28 4.124 L 9.00 0.0800 PT 28.37 ( 24) Q 470.80 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.72 PT 29.09 ( 23) 43 44 3.546 Q 171.04 23 43DQ -133.43 2.067 Q 37.61 L 9.00 0.0257 PT 23.58 ( 44) F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.23 L 240.00 0.0216 PT 23.81 ( 43) F=E/E F 7.00 PE 0.00 BL C100 T 247.00 PF 5.34 22 23DQ 470.80 4.124 L 9.00 0.0923 PT 29.15 ( 23) Q 508.42 F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.83 PT 29.98 ( 22) 42 43 3.546 L 9.00 0.0162 PT 23.76 ( 43) Q 133.43 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.15 22 42DQ -93.56 2.067 Q 39.87 L 240.00 0.0240 PT 23.91 ( 42) F=E/E F 7.00 PE 0.00 BL C100 T 247.00 PF 5.93 5 22DQ 508.42 4.124 L 4.50 0.1061 PT 29.84 ( 22) Q 548.28 F=T F 16.00 PE 0.00 CM1 C100 T 20.50 PF 2.18 PT 32.02 ( 5) 41 42 3.546 L 9.00 0.0084 PT 23.97 ( 42) Q 93.56 F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.08 r SUBMITTAL Associated Grocers Dry Produce Expansion .23gpm/2600sf 12-08-1990 PAGE 13 FROM TO FLOW DIAM EQUIV P -LOSS PRESSURE GPM IN PIPE PSI/FT SUMMARY LEN/FT PSI 21 41DQ -46.75 2.067 Q 46.80 40 41 3.546 Q 46.75 20 40 2.067 Q 46.75 21 20 4.124 Q 46.75 5 21DQ 46.80 4.124 Q 93.56 4 5DQ 548.28 5.187 Q 64.1.84 3 4 6.249 Q 641.84 L 240.00 0.0323 PT 24.05 ( 41) F=E/E F 7.00 PE 0.00 BL C100 T 247.00 PF 7.98 PT 32.03 ( 21) L 9.00 0.0023 PT 23.97 ( 41) F=0/0 F 0.00 PE 0.00 CM2 C100 T 9.00 PF 0.02 L 240.00 0.0323 PT 23.99 ( 40) F=E/E F 7.00 PE 0.00 BL C100 T 247.00 PF 7.98 L 9.00 0.0011 PT 31.97 ( 20) F=0/0 F 0.00 PE 0.00 CM1 C100 T 9.00 PF 0.01 L 4.50 0.0040 PT 31.98 ( 21) F=T F 16.00 PE 0.00 CM1 C100 T 20.50 PF 0.08 L 98.00 0.0465 PT 32.06 ( 5) F=18/0 F 18.00 PE 16.67 FR C100 T 116.00 PF 5.39 L 3.00 0.0188 PT 54.12 ( 4) F=15/29 F 44.00 PE 0.00 FR C100 T 47.00 PF 0.88 2 3 8.249 L 2.00 0.0035 PT 55.00 ( 3) Q 641.84 F=39/0 F 39.00 PE 0.00 FR C120 T 41.00 PF 0.14 1 2DQ 1.00 8.249 L 1.00 0.0035 PT 55.14 ( 2) Q 642.84 F=0/0 F 0.00 PE 0.00 In -Rack FR C120 T 1.00 PF 0.00 Junction 0 1DQ 150.00 8.270 Q 792.84 L 88.00 0.0038 PT 55.14 ( 1) F=69/0 F 69.00 PE 0.00 150 gpm added UN C140 T 157.00 PF 0.60 for Inside Hose PRESSURE AVAILABLE AT NODE 0 AT 1142.8 GPM MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.100 PSI MAXIMUM VELOCITY IN PIPES 13.17 FPS PT 55.74 ( 0) 110.3 PSI AUXILIARY SUBMITTAL 12-08-1990 PAGE 1 Associated Grocers FLOW TEST RESULTS STATIC 120.00 PSI RESIDUAL AT 2780.0 GPM 70.00 PSI PRESSURE AVAILABLE AT 1143.2 GPM 110.34 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 136 23.11 20.70 5.55 137 22.89 20.70 5.55 138 22.81 20.70 5.55 139 22.81 20.70 5.55 140 22.85 20.70 5.55 141 23.00 20.70 5.55 149 21.61 20.70 5.55 150 21.18 20.70 5.55 151 20.95 20.70 5.55 152 20.87 20.70 5.55 153 20.87 20.70 5.55 154 20.90 20.70 5.55 155 21.03 20.70 5.55 156 21.35 20.70 5.55 164 21.54 20.70 5.55 165 21.10 20.70 5.55 166 20.88 20.70 5.55 167 20.80 20.70 5.55 168 20.72 20.70 5.55 169 20.82 20.70 5.55 170 20.95 20.70 5.55 171 21.27 20.70 5.55 179 21.52 20.70 5.55 180 21.08 20.70 5.55 181 20.85 20.70 5.55 182 20.77 20.70 5.55 183 20.70 20.70 5.55 184 20.80 20.70 5.55 185 20.93 20.70 5.55 186 21.24 20.70 5.55 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 1 (INSIDE HOSE) OUTFLOWS AT 2 (IN -RACK JUNCTION) OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY IN PIPES 17.34 17.00 16.90 16.89 16.94 17.17 15.17 14.56 14.25 14.14 14.14 14.18 14.36 14.80 15.06 14.46 14.15 14.04 13.94 14.07 14.25 14.68 15.03 14.43 14.12 14.01 13.91 14.04 14.22 14.65 642.20 GPM 150.00 GPM 1.00 GPM 350.00 GPM 1,143.20 GPM 55.62 PSI 0.110 PSI 13.22 FPS AU'$ILIARY SUBMITTAL 12-08-1990 PAGE 2 Associated Grocers FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/FT S -LOSS PRESSURES 184 183 14.81 10.00 0.0 2.067 BL 0.004 0.00 13.95 13.91 185 184 35.60 10.00 0.0 2.067 BL 0.019 0.00 14.14 13.95 186 185 56.53 10.00 0.0 2.067 BL 0.046 0.00 14.60 14.14 187 186 77.77 10.00 0.0 2.067 BL 0.083 0.00 15.43 14.60 188 187 77.77 10.00 0.0 2.067 BL 0.083 0.00 16.26 15.43 189 188 77.77 10.00 0.0 2.067 BL 0.083 0.00 17.09 16.26 190 189 77.77 10.00 0.0 2.067 BL 0.083 0.00 17.92 17.09 51 190 77.77 36.00 3.0 2.067 BL 0.083 0.00 21.15 17.92 50 51 77.77 9.00 0.0 3.546 CM2 0.006 0.00 21.20 21.15 182 183 5.89 10.00 0.0 2.067 BL 0.001 0.00 13.92 13.91 181 182 26.67 10.00 0.0 2.067 BL 0.011 0.00 14.03 13.92 180 181 47.52 10.00 0.0 2.067 BL 0.033 0.00 14.36 14.03 179 180 68.60 10.00 0.0 2.067 BL 0.066 0.00 15.02 14.36 178 179 90.12 10.00 0.0 2.067 BL 0.109 0.00 16.11 15.02 177 178 90.12 10.00 0.0 2.067 BL 0.109 0.00 17.20 16.11 176 177 90.12 10.00 0.0 2.067 BL 0.109 0.00 18.29 17.20 31 176 90.12 64.00 4.0 2.067 BL 0.109 0.00 25.67 18.29 30 31 90.12 9.00 0.0 4.124 CM1 0.004 0.00 25.70 25.67 169 168 14.93 10.00 0.0 2.067 BL 0.004 0.00 13.98 13.94 170 169 35.75 10.00 0.0 2.067 BL 0.020 0.00 14.18 13.98 171 170 56.71 10.00 0.0 2.067 BL 0.046 0.00 14.64 14.18 172 171 77.97 10.00 0.0 2.067 BL 0.083 0.00 15.47 14.64 173 172 77.97 10.00 0.0 2.067 BL 0.083 0.00 16.30 15.47 174 173 77.97 10.00 0.0 2.067 BL 0.083 0.00 17.13 16.30 175 174 77.97 10.00 0.0 2.067 BL 0.083 0.00 17.96 17.13 50 175 77.97 36.00 3.0 2.067 BL 0.083 0.00 21.20 17.96 49 50 155.75 9.00 0.0 3.546 CM2 0.022 0.00 21.39 21.20 167 168 5.79 10.00 0.0 2.067 BL 0.001 0.00 13.95 13.94 166 167 26.59 10.00 0.0 2.067 BL 0.011 0.00 14.06 13.95 165 166 47.46 10.00 0.0 2.067 BL 0.033 0.00 14.39 14.06 164 165 68.56 10.00 0.0 2.067 BL 0.065 0.00 15.04 14.39 163 164 90.10 10.00 0.0 2.067 BL 0.109 0.00 16.13 15.04 162 163 90.10 10.00 0.0 2.067 BL 0.109 0.00 17.22 16.13 161 162 90.10 10.00 0.0 2.067 BL 0.109 0.00 18.31 17.22 30 161 90.10 64.00 4.0 2.067 BL 0.109 0.00 25.69 18.31 29 30 180.22 9.00 0.0 4.124 CM1 0.013 0.00 25.81 25.69 154 153 15.23 10.00 0.0 2.067 BL 0.004 0.00 14.18 14.14 155 154 36.13 10.00 0.0 2.067 BL 0.020 0.00 14.38 14.18 156 155 57.16 10.00 0.0 2.067 BL 0.047 0.00 14.85 14.38 157 156 78.51 10.00 0.0 2.067 BL 0.084 0.00 15.69 14.85 158 157 78.51 10.00 0.0 2.067 BL 0.084 0.00 16.53 15.69 159 158 78.51 10.00 0.0 2.067 BL 0.084 0.00 17.37 16.53 160 159 78.51 10.00 0.0 2.067 BL 0.084 0.00 18.21 17.37 49 160 78.51 36.00 3.0 2.067 BL 0.084 0.00 21.49 18.21 48 49 234.26 9.00 0.0 3.546 CM2 0.046 0.00 21.90 21.49 152 153 5.64 10.00 0.0 2.067 BL 0.001 0.00 14.15 14.14 151 152 26.51 10.00 0.0 2.067 BL 0.011 0.00 14.26 14.15 150 151 47.46 10.00 0.0 2.067 BL 0.033 0.00 14.59 14.26 149 150 68.64 10.00 0.0 2.067 BL 0.066 0.00 15.25 14.59 AUXILIARY SUBMITTAL Associated Grocers FROM TO 148 149 147 148 146 147 29 146 28 29 FLOW LENGTH FITTING DIAM TYPE 90.25 10.00 0.0 2.067 BL 90.25 10.00 0.0 2.067 BL 90.25 10.00 0.0 2.067 BL 90.25 64.00 4.0 2.067 BL 270.48 9.00 0.0 4.124 CM1 140 139 18.41 10.00 0.0 141 140 41.26 10.00 0.0 142 141 64.26 10.00 0.0 143 142 64.26 10.00 0.0 144 143 64.26 10.00 0.0 145 144 64.26 10.00 0.0 48 145 64.26 36.00 3.0 47 48 298.51 9.00 0.0 138 139 4.40 10.00 0.0 137 138 27.21 10.00 0.0 136 137 50.10 10.00 0.0 135 136 73.21 10.00 0.0 134 135 73.21 10.00 0.0 133 134 73.21 10.00 0.0 132 133 73.21 10.00 0.0 131 132 73.21 10.00 0.0 28 131 73.21 64.00 4.0 27 28 343.68 9.00 0.0 130 47 32.37 36.00 3.0 129 130 32.37 10.00 0.0 128 129 32.37 10.00 0.0 127 128 32.37 10.00 0.0 126 127 32.37 10.00 0.0 125 126 32.37 10.00 0.0 124 125 32.37 10.00 0.0 123 124 32.37 10.00 0.0 122 123 32.37 10.00 0.0 121 122 32.37 10.00 0.0 120 121 32.37 10.00 0.0 119 120 32.37 10.00 0.0 118 119 32.37 10.00 0.0 117 118 32.37 10.00 0.0 116 117 32.37 10.00 0.0 27 116 32.37 64.00 4.0 26 27 376.06 9.00 0.0 46 47 266.14 9.00 0.0 115 46 32.16 36.00 3.0 114 115 32.16 10.00 0.0 113 114 32.16 10.00 0.0 112 113 32.16 10.00 0.0 111 112 32.16 10.00 0.0 110 111 32.16 10.00 0.0 109 110 32.16 10.00 0.0 108 109 32.16 10.00 0.0 107 108 32.16 10.00 0.0 106 107 32.16 10.00 0.0 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 3.546 CM2 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 4.124 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 4.124 3.546 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 BL BL BL BL BL BL BL BL BL CM1 BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL CM1 CM2 BL BL BL BL BL BL BL BL BL BL PSI/FT O .109 0.109 0.109 0.109 0.029 12-08-1990 PAGE 3 S -LOSS PRESSURES 0.00 16.34 15.25 O .00 17.43 16.34 O .00 18.52 17.43 O .00 25.93 18.52 0.00 26.19 25.93 0.006 0.00 16.95 16.89 0.026 0.00 17.21 16.95 0.058 0.00 17.79 17.21 0.058 0.00 18.37 17.79 0.058 0.00 18.95 18.37 0.058 0.00 19.53 18.95 0.058 0.00 21.80 19.53 0.072 0.00 22.45 21.80 0.000 0.00 16.89 16.89 0.012 0.00 17.01 16.89 0.037 0.00 17.38 17.01 0.074 0.00 18.12 17.38 0.074 0.00 18.86 18.12 0.074 0.00 19.60 18.86 0.074 0.00 20.34 19.60 0.074 0.00 21.08 20.34 0.074 0.00 26.11 21.08 0.045 0.00 26.51 26.11 0.016 0.00 23.06 22.42 0.016 0.00 23.22 23.06 0.016 0.00 23.38 23.22 0.016 0.00 23.54 23.38 0.016 0.00 23.70 23.54 0.016 0.00 23.86 23.70 0.016 0.00 24.02 23.86 0.016 0.00 24.18 24.02 0.016 0.00 24.34 24.18 0.016 0.00 24.50 24.34 0.016 0.00 24.66 24.50 0.016 0.00 24.82 24.66 0.016 0.00 24.98 24.82 O .016 0.00 25.14 24.98 0.016 0.00 25.30 25.14 0.016 0.00 26.41 25.30 0.053 0.00 26.89 26.41 O .058 0.00 22.94 22.42 0.016 0.00 23.57 22.94 0.016 0.00 23.73 23.57 O .016 0.00 23.89 23.73 O .016 0.00 24.05 23.89 0.016 0.00 24.21 24.05 0.016 0.00 24.37 24.21 O .016 0.00 24.53 24.37 0.016 0.00 24.69 24.53 0.016 0.00 24.85 24.69 0.016 0.00 25.01 24.85 AUXILIARY SUBMITTAL 12-08-1990 PAGE 1 Associated Grocers FLOW TEST RESULTS STATIC RESIDUAL AT 2780.0 GPM PRESSURE AVAILABLE AT 1142.6 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 138 23.06 20.70 5.55 139 22.86 20.70 5.55 140 22.81 20.70 5.55 141 22.81 20.70 5.55 142 22.86 20.70 5.55 143 23.04 20.70 5.55 151 21.46 20.70 5.55 152 21.08 20.70 5.55 153 20.90 20.70 5.55 154 20.85 20.70 5.55 155 20.85 20.70 5.55 156 20.90 20.70 5.55 157 21.08 20.70 5.55 158 21.47 20.70 5.55 166 21.40 20.70 5.55 167 21.01 20.70 5.55 168 20.83 20.70 5.55 169 20.73 20.70 5.55 170 20.72 20.70 5.55 171 20.83 20.70 5.55 172 21.00 20.70 5.55 173 21.38 20.70 5.55 181 21.37 20.70 5.55 182 20.99 20.70 5.55 183 20.80 20.70 5.55 184 20.70 20.70 5.55 185 20.70 20.70 5.55 186 20.80 20.70 5.55 187 20.98 20.70 5.55 188 21.35 20.70 5.55 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 1 (INSIDE HOSE) OUTFLOWS AT 2 (IN -RACK JUNCTION) OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 17.26 16.97 16.89 16.89 16.96 17.24 14.95 14.43 14.18 14.11 14.11 14.18 14.43 14.97 14.86 14.33 14.08 13.95 13.94 14.08 14.32 14.85 14.83 14.30 14.05 13.91 13.91 14.04 14.28 14.80 120.00 PSI 70.00 PSI 110.35 PSI 641.61 GPM 150.00 GPM 1.00 GPM 350.00 GPM 1,142.61 GPM 55.72 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.066 PSI MAXIMUM VELOCITY IN PIPES 13.13 FPS AUXILIARY SUBMITTAL 12-08-1990 PAGE 2 Associated Grocers FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/FT S -LOSS PRESSURES 186 185 20.31 10.00 0.0 2.067 BL 0.007 0.00 13.98 13.91 187 186 41.11 10.00 0.0 2.067 BL 0.025 0.00 14.23 13.98 188 187 62.08 10.00 0.0 2.067 BL 0.054 0.00 14.77 14.23 189 188 83.44 10.00 0.0 2.067 BL 0.094 0.00 15.71 14.77 190 189 83.44 10.00 0.0 2.067 BL 0.094 0.00 16.65 15.71 51 190 83.44 36.00 3.0 2.067 BL 0.094 0.00 20.32 16.65 50 51 83.44 9.00 0.0 3.546 CM2 0.007 0.00 20.38 20.32 184 185 0.39 10.00 0.0 2.067 BL 0.000 0.00 13.91 13.91 183 184 21.09 10.00 0.0 2.067 BL 0.007 0.00 13.98 13.91 182 183 41.89 10.00 0.0 2.067 BL 0.026 0.00 14.24 13.98 181 182 62.88 10.00 0.0 2.067 BL 0.056 0.00 14.80 14.24 180 181 84.25 10.00 0.0 2.067 BL 0.096 0.00 15.76 14.80 179 180 84.25 10.00 0.0 2.067 BL 0.096 0.00 16.72 15.76 178 179 84.25 10.00 0.0 2.067 BL 0.096 0.00 17.68 16.72 177 178 84.25 10.00 0.0 2.067 BL 0.096 0.00 18.64 17.68 176 177 84.25 10.00 0.0 2.067 BL 0.096 0.00 19.60 18.64 31 176 84.25 64.00 4.0 2.067 BL 0.096 0.00 26.12 19.60 30 31 84.25 9.00 0.0 4.124 CM1 0.003 0.00 26.15 26.12 171 170 20.37 10.00 0.0 2.067 BL 0.007 0.00 14.01 13.94 172 171 41.19 10.00 0.0 2.067 BL 0.025 0.00 14.26 14.01 173 172 62.20 10.00 0.0 2.067 BL 0.055 0.00 14.81 14.26 174 173 83.58 10.00 0.0 2.067 BL 0.094 0.00 15.75 14.81 175 174 83.58 10.00 0.0 2.067 BL 0.094 0.00 16.69 15.75 50 175 83.58 36.00 3.0 2.067 BL 0.094 0.00 20.38 16.69 49 50 167.02 9.00 0.0 3.546 CM2 0.024 0.00 20.60 20.38 169 170 0.35 10.00 0.0 2.067 BL 0.000 0.00 13.94 13.94 168 169 21.08 10.00 0.0 2.067 BL 0.007 0.00 14.01 13.94 167 168 41.91 10.00 0.0 2.067 BL 0.026 0.00 14.27 14.01 166 167 62.92 10.00 0.0 2.067 BL 0.056 0.00 14.83 14.27 165 166 84.31 10.00 0.0 2.067 BL 0.096 0.00 15.79 14.83 164 165 84.31 10.00 0.0 2.067 BL 0.096 0.00 16.75 15.79 163 164 84.31 10.00 0.0 2.067 BL 0.096 0.00 17.71 16.75 162 163 84.31 10.00 0.0 2.067 BL 0.096 0.00 18.67 17.71 161 162 84.31 10.00 0.0 2.067 BL 0.096 0.00 19.63 18.67 30 161 84.31 64.00 4.0 2.067 BL 0.096 0.00 26.16 19.63 29 30 168.57 9.00 0.0 4.124 CM1 0.012 0.00 26.27 26.16 155 154 0.09 10.00 0.0 2.067 BL 0.000 0.00 14.11 14.11 156 155 20.94 10.00 0.0 2.067 BL 0.007 0.00 14.18 14.11 157 156 41.84 10.00 0.0 2.067 BL 0.026 0.00 14.44 14.18 158 157 62.92 10.00 0.0 2.067 BL 0.056 0.00 15.00 14.44 159 158 84.39 10.00 0.0 2.067 BL 0.096 0.00 15.96 15.00 160 159 84.39 10.00 0.0 2.067 BL 0.096 0.00 16.92 15.96 49 160 84.39 36.00 3.0 2.067 BL 0.096 0.00 20.67 16.92 48 49 251.41 9.00 0.0 3.546 CM2 0.052 0.00 21.14 20.67 153 154 20.76 10.00 0.0 2.067 BL 0.007 0.00 14.18 14.11 152 153 41.66 10.00 0.0 2.067 BL 0.026 0.00 14.44 14.18 151 152 62.74 10.00 0.0 2.067 BL 0.056 0.00 15.00 14.44 150 151 84.20 10.00 0.0 2.067 BL 0.096 0.00 15.96 15.00 149 150 84.20 10.00 0.0 2.067 BL 0.096 0.00 16.92 15.96 AUXILIARY SUBMITTAL Associated Grocers FROM TO 148 149 147 148 146 147 29 146 28 29 FLOW LENGTH FITTING DIAM TYPE 84.20 10.00 0.0 2.067 BL 84.20 10.00 0.0 2.067 BL 84.20 10.00 0.0 2.067 BL 84.20 64.00 4.0 2.067 BL 252.77 9.00 0.0 4.124 CM1 142 141 22.42 10.00 0.0 143 142 45.28 10.00 0.0 144 143 68.32 10.00 0.0 145 144 68.32 10.00 0.0 48 145 68.32 36.00 3.0 47 48 319.73 9.00 0.0 140 141 0.38 10.00 0.0 139 140 23.19 10.00 0.0 138 139 46.05 10.00 0.0 137 138 69.11 10.00 0.0 136 137 69.11 10.00 0.0 135 136 69.11 10.00 0.0 134 135 69.11 10.00 0.0 133 134 69.11 10.00 0.0 132 133 69.11 10.00 0.0 131 132 69.11 10.00 0.0 28 131 69.11 64.00 4.0 27 28 321.88 9.00 0.0 130 47 36.30 36.00 3.0 129 130 36.30 10.00 0.0 128 129 36.30 10.00 0.0 127 128 36.30 10.00 0.0 126 127 36.30 10.00 0.0 125 126 36.30 10.00 0.0 124 125 36.30 10.00 0.0 123 124 36.30 10.00 0.0 122 123 36.30 10.00 0.0 121 122 36.30 10.00 0.0 120 121 36.30 10.00 0.0 119 120 36.30 10.00 0.0 118 119 36.30 10.00 0.0 117 118 36.30 10.00 0.0 116 117 36.30 10.00 0.0 27 116 36.30 64.00 4.0 26 27 358.18 9.00 0.0 46 47 283.44 9.00 0.0 115 46 35.54 36.00 3.0 114 115 35.54 10.00 0.0 113 114 35.54 10.00 0.0 112 113 35.54 10.00 0.0 111 112 35.54 10.00 0.0 110 111 35.54 10.00 0.0 109 110 35.54 10.00 0.0 108 109 35.54 10.00 0.0 107 108 35.54 10.00 0.0 106 107 35.54 10.00 0.0 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 3.546 CM2 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 4.124 CM1 2.067' 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 4.124 3.546 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 2.067 BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL CM1 CM2 BL BL BL BL BL BL BL BL BL BL PSI/FT O .096 O .096 0.096 0.096 0.025 12-08-1990 PAGE 3 S -LOSS PRESSURES 0.00 17.88 16.92 0.00 18.84 17.88 0.00 19.80 18.84 0.00 26.31 19.80 0.00 26.54 26.31 0.008 0.00 16.97 16.89 0.030 0.00 17.27 16.97 O .065 0.00 17.92 17.27 0.065 0.00 18.57 17.92 0.065 0.00 21.11 18.57 0.082 0.00 21.84 21.11 0.000 0.00 16.89 16.89 0.009 0.00 16.98 16.89 O .031 0.00 17.29 16.98 0.066 0.00 17.95 17.29 O .066 0.00 18.61 17.95 0.066 0.00 19.27 18.61 0.066 0.00 19.93 19.27 O .066 0.00 20.59 19.93 0.066 0.00 21.25 20.59 O .066 0.00 21.91 21.25 0.066 0.00 26.43 21.91 0.040 0.00 26.79 26.43 0.020 0.00 22.61 21.82 O .020 0.00 22.81 22.61 0.020 0.00 23.01 22.81 0.020 0.00 23.21 23.01 0.020 0.00 23.41 23.21 O .020 0.00 23.61 23.41 O .020 0.00 23.81 23.61 O .020 0.00 24.01 23.81 0.020 0.00 24.21 24.01 0.020 0.00 24.41 24.21 O .020 0.00 24.61 24.41 0.020 0.00 24.81 24.61 0.020 0.00 25.01 24.81 0.020 0.00 25.21 25.01 0.020 0.00 25.41 25.21 0.020 0.00 26.78 25.41 0.048 0.00 27.21 26.78 O .065 0.00 22.41 21.82 0.019 0.00 23.17 22.41 0.019 0.00 23.36 23.17 0.019 0.00 23.55 23.36 0.019 0.00 23.74 23.55 0.019 0.00 23.93 23.74 O .019 0.00 24.12 23.93 0.019 0.00 24.31 24.12 O .019 0.00 24.50 24.31 0.019 0.00 24.69 24.50 O .019 0.00 24.88 24.69 AUXILIARY SUBMITTAL Associated Grocers FROM TO 105 106 104 105 103 104 35.54 10.00 0.0 102 103 35.54 10.00 0.0 101 102 35.54 10.00 0.0 26 101 35.54 64.00 4.0 25 26 393.71 9.00 0.0 FLOW LENGTH FITTING DIAM TYPE 35.54 10.00 0.0 2.067 BL 35.54 10.00 0.0 2.067 BL 2.067 BL 2.067 BL 2.067 BL 2.067 BL 4.124 CM1 45 46 247.90 9.00 0.0 25 45 35.94 240.00 7.0 24 25 429.66 9.00 0.0 44 45 211.95 9.00 0.0 24 44 37.05 240.00 7.0 23 24 466.70 9.00 0.0 43 44 174.91 9.00 0.0 23 43 38.68 240.00 7.0 22 23 505.39 9.00 0.0 42 43 136.23 9.00 0.0 22 42 41.06 240.00 7.0 5 22 546.44 4.50 16.0 41 42 95.17 9.00 0.0 21 41 47.66 240.00 7.0 40 41 47.51 9.00 0.0 20 40 47.51 240.00 7.0 21 20 47.51 9.00 0.0 5 21 95.17 4.50 16.0 4 5 641.61 98.00 18.0 3 4 641.61 3.00 44.0 2 3 641.61 2.00 39.0 1 2 642.61 1.00 0.0 0 1 792.61 88.00 69.0 3.546 CM2 2.067 BL 4.124 CM1 3.546 CM2 2.067 BL 4.124 CM1 3.546 CM2 2.067 BL 4.124 CM1 3.546 CM2 2.067 BL 4.124 CM1 3.546 CM2 2.067 BL 3.546 CM2 2.067 BL 4.124 CM1 4.124 CM1 5.187 FR 6.249 FR 8.249 FR 8.249 FR 8.270 UN 12-08-1990 PAGE 4 PSI/FT S -LOSS PRESSURES 0.019 0.00 25.07 24.88 0.019 0.00 25.26 25.07 0.019 0.00 25.45 25.26 0.019 0.00 25.64 25.45 0.019 0.00 25.83 25.64 0.019 0.00 27.15 25.83 0.057 0.00 27.67 27.15 0.051 0.00 22.85 22.39 0.020 0.00 27.74 22.85 0.068 0.00 28.35 27.74 0.038 0.00 23.23 22.89 0.021 0.00 28.42 23.23 0.079 0.00 29.13 28.42 0.027 0.00 23.43 23.19 0.023 0.00 29.04 23.43 0.091 0.00 29.86 29.04 0.017 0.00 23.56 23.41 0.025 0.00 29.83 23.56 0.105 0.00 31.99 29.83 0.009 0.00 23.68 23.60 0.033 0.00 31.93 23.68 0.002 0.00 23.70 23.68 0.033 0.00 31.90 23.70 0.001 0.00 31.91 31.90 0.004 0.00 32.00 31.91 0.046 16.67 54.05 32.00 0.019 0.00 54.93 54.05 0.003 0.00 55.07 54.93 0.003 0.00 55.07 55.07 0.004 0.00 55.67 55.07 AUXILIARY SUBMITTAL Associated Grocers FROM TO FLOW LENGTH FITTING DIAM TYPE 105 106 32.16 10.00 0.0 2.067 BL 104 105 32.16 10.00 0.0 2.067 BL 103 104 32.16 10.00 0.0 2.067 BL 102 103 32.16 10.00 0.0 2.067 BL 101 102 32.16 10.00 0.0 2.067 BL 26 101 32.16 64.00 4.0 2.067 BL 25 26 408.22 9.00 0.0 4.124 CM1 45 46 233.98 9.00 0.0 25 45 32.94 240.00 7.0 24 25 441.15 9.00 0.0 44 45 201.04 9.00 0.0 24 44 34.16 240.00 7.0 23 24 475.31 9.00 0.0 43 44 166.89 9.00 0.0 23 43 36.10 240.00 7.0 22 23 511.41 9.00 0.0 42 43 130.78 9.00 0.0 22 42 38.98 240.00 7.0 5 22 550.40 4.50 16.0 3.546 CM2 2.067 BL 4.124 CM1 3.546 CM2 2.067 BL 4.124 CM1 3.546 CM2 2.067 BL 4.124 CM1 3.546 CM2 2.067 BL 4.124 CM1 41 42 91.80 9.00 0.0 3.546 CM2 21 41 45.97 240.00 7.0 2.067 BL 40 41 45.83 9.00 0.0 20 40 45.83 240.00 7.0 21 20 45.83 9.00 0.0 5 21 91.80 4.50 16.0 4 5 642.20 98.00 18.0 3 4 642.20 3.00 44.0 2 3 642.20 2.00 39.0 1 2 643.20 1.00 0.0 0 1 793.20 88.00 69.0 3.546 2.067 4.124 4.124 5.187 6.249 8.249 8.249 8.270 CM2 BL CM1 CM1 FR FR FR FR UN 12-08-1990 PAGE 4 PSI/FT S -LOSS PRESSURES 0.016 0.00 25.17 25.01 0.016 0.00 25.33 25.17 0.016 0.00 25.49 25.33 0.016 0.00 25.65 25.49 0.016 0.00 25.81 25.65 0.016 0.00 26.90 25.81 0.061 0.00 27.45 26.90 0.046 0.00 23.36 22.95 0.017 0.00 27.53 23.36 0.071 0.00 28.17 27.53 0.035 0.00 23.67 23.36 0.018 0.00 28.12 23.67 0.081 0.00 28.85 28.12 0.024 0.00 23.94 23.72 0.020 0.00 28.88 23.94 0.093 0.00 29.72 28.88 0.016 0.00 24.11 23.97 0.023 0.00 29.79 24.11 0.107 0.00 31.98 29.79 0.008 0.00 24.07 24.00 0.031 0.00 31.80 24.07 0.002 0.031 0.001 0.004 0.046 0.019 0.003 0.003 0.004 0.00 24.12 24.10 0.00 31.80 24.12 0.00 31.81 31.80 0.00 31.89 31.81 16.67 53.95 31.89 0.00 54.83 53.95 0.00 54.97 54.83 0.00 54.97 54.97 0.00 55.57 54.97