Loading...
HomeMy WebLinkAboutPP - 640 STRANDER BLVD - UNKNOWN - PERMITS AND PLANS640-690 STRANDER BLVD ASSOCIATED PERMITS 85-185 85195 1s 1) SITE CSR1gLEY HWY WE ST Ni AL SITE PLAN 30'-0" - 1" ISP INSP a -Xt 19-1 14. t, o - d 0 r 'L ft to -o // , V# x- \ /k 0 \\ pit 4k; \ Y \ /X 1 \ 4 • / FLOOR PLAN BUILDING A 1/16": 1`-0" FLOOR PLAN BUILDING B 1/16":1`-0" / t, v 4 ov o II- I� � I 1 • r t ( 1 Jp N FLOOR PLAN BUILDING C 1/16":1`-0" - DOOR SCHEDULE, X 2 SIZE a 1- THICKNESS 1 CONSTRUCT101� M Z tr. GLASS RATING (HR) REMARK ,. FRAME ,_,,. _ DETAIL fa 4 i 03 2 (n I `lc 31-('‘ v -z xis ,1-•_' I ->e-? VV .,c '��% I n !-- 4 x."s 3 '/b f4� I / � .k`l /�+`i''1° - ?% 1 *4i 4n 24 N` - - :!-K'1" 1'6 v\2 J `� !1 i Fl Y F A AA 1 J -n� c cc , ' B BB D DD- 1 J REMARKS 1 Closer 2 Full Weather Str 3 Threshold 4 Push/Pull 5 Kick Plate 6 Chain Hoist 7 Mail Slot 8 Door Stop 9 Dead Bolt with Thjmb Turn 10 Passage Set 11 Chain with Spring Dampner 12 Cylinder Lock 13 Exiting Devices 14 Mens, Womens Signs 15 Flush Bolt Latch 16 Privacy Latch [ 17 Astragal pping \ \ 1 - _ ROOM FINISH CODE , . _ FLOOR/ BASE MI/WAINSCOT CEILING j)'—j.,!:-.v.,._,-. A� ;.._7' 2 '� / '"- B - '---.--- --- 2 �'x- '��% 3 C 3 WALL TYPES ' 9 25 15 vV ?`S "h(r x &W 3 2x %LJZ.Zir+6. 2x4- c c -�� ifs ,c Iry P • r rX { t`�7; ( )l : 9 25 08 9 25 07 /2. --)‘ca e le) e/v 1.7c1' i Icol o/c, treet nnwood Washington .17 SR 875 Fy RI iv fri `jry�. 4S ' ��,• B e\a �c ttS • ' n a \°O' a CO Qta�� e� 4L �oia�� \peop ep/ s � SOIC6 a0� ke\ g G\fie\\ �'�e`� Qe �°�04. ZS t � °fit �o S t�<�� �pc �O cc` \�N \e'` \c �S�e```a�o� titin `�5Q aGc�ei�s ` S �a�ala�a5 C o� ti tios�\NiCk‘N04 aQQ ° ��`e eye; �teL toe ,cous tea •\vs o WITHOUT COMMENTS. AS NOTED IN ED ER THE HE©LEER o have The drawings affixed herethe City Deer► Th accepted by deletions reviewed and t Additions,s after this Tukwila onsFire o t drawing will or revisions void to these acceptance anddrawtngs date will void th►sof revised require a resubmittal is sub lectto field - inspection Final acceptance reSentattve of this y a p BY CITY OF TUKWILA 575-4407 DATE: FIRE DEPARTMENT TO BE CONTACTS rN" TO ESS TRE FOLLOWING TESTS: t IlyduArcaNS Visual IllspactICI Under:r ai Ilytsstatie ,.- 11 orgrc:ai Flashing Overhead tlyrdrastatie 5. Cry Yalu Trip Tut TUKWILA FIRE DEP RT EFT 12cj LF £'x'121 PIPE GLS2 e3P-ef-&`'ELI,oW "'/COLIC THRu-r E LOGk It id GI 5---- w toy -Cee, FL -6 - id' x S" PIEDUGE(�S, FLS 2 - S" GtATE VALVES "-/CQ-1 THBLOCKS 2- to" 4° E1-I270wS APPP,OX VERT Pi ISE Off TAPPEN-1G TEE Cao? AND Gove...P-) GOIJG e7L_oG14-S REVISED WATEP GONNIeCTIO»I ...Ali ,6 110 µµ?f, CD 13Y OTHERS 7 / ( S THIS PiEV(SED WATER GONN1 -CTtoN AOC, WATEP, MAIN PES kStJ (S e A4 D o1J M Y VISIT D t*J S/ 2J f P,S THE. WA-reP, SuEaC.orJTP,AGTOf,, e,oe, S(LVEP,tJAtL, UJ Q1GATEO THAT THE CoNN EGTtc,W , iv" HAW, 10" ELE)WS,TEES, P -AUGERS Af iED THPIOST 151AGKS LIP TO AND ItJ0LU0I1J& THE 0," GATE VAL-VES WE -121 E tIJETAL.LaD or.] 3/'L3/8S AMC? iN SPEGTED APPRoV>✓D PAY THt= CITY QF TUK-WILA. THE E IMPROVE- MENTS WE17-,E bACA -F(L-L-ED AT THAT TIME wtTt-( Qt JLY THE VALVE eox c / :P -)S 1?711,I& 1/lS(ISLE AT THE TIME OF MY SITE \/tStT f FIriE HYDRANT AS' MpJLY UNDEP, SEPAP-)GTE GONTP,AGT / / / /- / / / / / 1411,P 6" t'Ve.. S=0O2 / / / I'�"I'IV1&E UNE •• s 25 I,P «' D 1 t'tPE 55 1,F eat rite G1, /SAN MN / P7)0-1=1.1 o IE=2oc)8 (- 8yACal TIE 1- 5" 114' 1END `^Wf GONG TH I'LL. -g- 2 - I i/2" SEPV1GE LINES 115Lt= 8"DI PIPE Gl. 52 1- SN 45 8EN2 w/. ONG TH <'LK- \ \ \ \ \ \ \ TUKWILA MAD RTMEI`Lt, Please call: 575- 07 t and give this job No. 8191 and exact addres for shut- down or restore -1T a\proval. yY� LAG H7 ` STANt?At')t71 • INCLUDING WSRB RED MARKS 'ENGH MARK - N & S (14)2..f) Vt.I)TI GAL t7ATUM) E-4(00 P7P,ASZ GAP IN SE GORNI✓13z1 OP GONGP,ETE WATEP) VAUL.T LOCATED UJ FR,c'NT OF N G MACH(NEP:2,Y C► 025 W VA•1_LE .Y HWY) ELEVATION = i lou f'VG —� \ / / / 1 4.01X �'pt (,L \\ • LIG4-FT � -ra,Nvc.P,v 011 4•J'i • 5h _x141 Vu _t -IN '1 EXIST SAN MH G0NNE.GT To EXis-T STUD falEM = 2.60 IE =1882 NOTE • NOTE A € LJP+E FzI DUGINCa VALVE SHALL F2E. INSTALLED W tTH EACH IVV/gTEP, METER FOR 1" SERVICE LINE, PFf oV IDE M t=TEES e7oX AND SEF v(GE LINES Fog FUTL,IRE METER INSTALLATION ss r i3" gA� u�pt;P, pokvPo A 1'&oI,ITI,,p,LT c \61) PEt telI'T FPIOM WASHINUTON STATE 17EPARTMENT OF TnANSPOP,TATIoJ I� P-)F'.UIREG' FOPj THE EXCAVATION AND INSTALLATtotJ OF THE WATEfai MAttJ CONNECTION 2 SAW GUT EXI' t1t4 ASPHALT AND EXGA'-'1 4' WIDE TI�iENGH PAVEMENT PATCH A5 ' P APWA GjTt7 PLAN IJo IS j WEEK -END t-oNSTR(.IGTIQN ONLY ALL WOP1K INGLU211.16 SAW GUT, Go NEC•TlON A1•117 ASPHALT PATGI-i M U S'f P2E GOMP'LTE.47 ON THE 4AME DAY 4 INSTALL 811),-&11 TAPPtNU TE=E g" TAPP VALVE., VALE= ,DXAN12GOVEP-, USE WM25 VALVE CHAMBER WITH t -3(03(0 5L STEEL LID LAND FRAME AS MANUFACTURED I3Y PIPE,INC PROVIDE STEEL -HOLD { INSERTS — FILL ALL SPACE5 W/ WATERPROOF MASTIC - FLOW 8" DouBLE DETECTOR - CHECK VALVES • (USE CpNC, SUPFO FOR. GATE',/ALVES) .r t_ 8" • [D" GALVANIZED STEEL G" SW%NG CHECK VALVE DRILL 1i TAP BOSS ON SYSTEM SIDE OF VALVE AND INSTALL 3" BALL ORIF, -co SYSTEM S"GATE VALVE (FLG) (05 4Y) NOTE: 1 WATER VAULT SHALL CONFOI1 TO -THE CITY OF "TUKWILA� TYPICAL SPRINKLER PIT OETAILS Q SPECIFICATION Z PROVIDE I2." CLEARANCE Or'J ALL ES OF VALV 3 ALARM SYSTEM SHES INTER- CONSIDNECT THE SPR1tJALLKLEF SYSTEM WITH THE CITY FIREk STATION CONTACT THE CITY OF TUKWILIA FIRE MAR5WALL_ AT 515- 41g0-1 TYPICAL WATER VAULT (FOR SPRINKLER PIT) • 8. 8K CO FLANGE TEE 8 C7A-TE VALVE (FLG) PROVIDE PZ V WITH SUPPORT INTOP SLAB COYER 2Yz FIRE DEPT COUPLINGS APPROX. 3-4 FT AF3a /E GRADE FLANGE "TEE CONNECTION Cv"-9©° ELE3OW (GALv) ,N/ Lou RISER SECTION AA (c/v6-J V L V95 A -iv D e17Tt 4 io 6 r L15-1-0 1 I-- 4' (.-eI3 B'( CONSTRUCTION NOTES: C Ali- I°" ,O,/ 1 -2 -5 -mo 4,IJD v6 kz-a P 1. STANDARQ SPECIFICATION - STANDARD SPECIFICATIONS FOR THIS PROJECT SHALL BE *STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), 1981 EDITION. 2. CONSTRUCTION -=ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS, CITY OF TUKWILA, THESE PLANS AND THE DESIGN CONSIDERATIONS AND SPECIFICATIONS CONTAINED IN THE SOILS REPORT FOR TUKWILA RETAIL, PREPARED BY CASCADE TESTING LABORATORIES. WHERE CONFLICTS OCCUR, THE MORE STRINGENT REQUIRE- MENTS SHALL APPLY. THE ARCHITECT/ENGINEER SHALL BE NOTIFIED WHERE CONFLICTS OCCUR. 3. EXISTING UTILfTIES - EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FOM THE BEST INFORMATION AVAILABLE TO THE ENGINEER. ACCURACY AND COMPLETENESS ARE NOT GUARANTEED. IT SHALL BE THE CONTRACTOR'S RtSPONSIBILITY TO LOCATE OR HAVE LOCATED ALL UNDER- GROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THE ONE CALL UNDERGROUND UTILITY LOCATION NUMBER IS 1-800-424-5555. 4. EXCESS WATER SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE TWE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER SECTION 61-3.02 OF THE *APWA STANDARD. SPECIFICATIONS, BEFORE 5. SANITARY SEWERS - SIX (6) INCH AND EIGHT (8) INCH SANITARY SEWERS - SHALL BE PVC .ONFORMINGTO ASTM 0-3034, SDR 35. 6. WATER MAINS -ASIX (6) INCH AND EIGHT (8) INCH WATER MAINS SHALL BE DUCTILE IRON PIPE, CLASS 52 WITH TYTON OR MECHANICAL JOINTS CONFORMING TO ANSI/AWWA C151/A21.51. THE FIRE HYDRANT SHALL BE A MUELLER CENTURIAN OR HINDS WATEROUS PACER. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO DIVISION IV OF THE STANDARD SPECI- FICATIONS.' FIE' 14t17reAN-r, SHALJ - t rtr=u-t,�.r11toL .sowT t 7. BEDDING - ALL -PIPE SHALL BE PLACED ON CLASS C BEDDING AS SHOWN ON STANDARD PLAN62 AND DETAILED IN SECTION 61-5 OF THE STANDARD SPECIFICATIONS; - 8. TRENCH EXCAVATION AND BACKFILL - TRENCH EXCAVATION AND BACKFILL SHALL CONFORM -TO SECTION 61 OF THE STANDARD SPECIFICATION. WHERE MATERIAL EXCAVATED FROM THE TRENCH IS UNSUITABLE FOR BACKFILL, BACKFILL WITHLCLASS B BANK RUN GRAVEL. 9. COMPACTION -ALL TRENCH BACKFILL, STRUCTURAL FILL AND EARTHWORK SHALL BE CO?'ACTED IN ACCORDANCE WITH THE STANDARD SPECIFICA- TIONS, AND TE RECOMMENDATIONS AND SPECIFICATIONS'CONTAINED IN THE SOILS REPORT FOR TUKWILA RETAIL, -PREPARED BY CASCADE TESTING LABORATORIES.' 10. EROSION PROTECTION - AFTER TRENCH BACKFILL' HAS BEEN COMPLETED, MEASURES SHALL BE TAKEN TO PREVENT SURFACEEROSION. IN AREAS WITH GENTLE SLOPES -THESE MEASURES MAY BE LIMITED TO MATCHING THE TRENCH BACKFILL TO EXISTING GRADES. IN AREAS WITH STEEPER SLOPES THESE MEASURES MAY REQUIRE THE PLACEMENT OF PLANKS OR LOGS DIAGONALLY ACROSS -THE TRENCH BACKFILL IN A HERRING BONE PATTERN IN ORDER TO PREVENT STORM RUNOFF CHANNELS FROM FORMING ALONG THE PIPE ROUTE, OR AS DIRECTED BY THE ENGINEER. - .* CALL GIT( OF TU,(433- IB.o), FOR LOCATION OF UNOEPIGR,OLJND LVATER,SEWER,4,T F -,M AND 6TI2iE -E .1 LIIIC,HT UTtL.(TIES 5EE ,c€v'5Eo oNNEera) N1 T%l" S 5 6.))41tK C-3 DESIGN: A i S4"1' c.,7%'Abm _dr csf a, tr• t18s : Av. 44 L PAC » TECH ENGINEERING INC. ENGINEERS — PLANNERS — SURVEYORS - 615 SO 9th STREET TACOMA, WA_ 98405 - TACOMA - SEATTLE GIG HARBOR 383-4491 623-5736 ` 851-3033 DRAWN: - Fr>w CHECKED - JAW JOB NO. 83&(0 1 1 1 SR 769 4 G 1'. 30{ 0" Pon— iNIjiWTOt —z--+� CNf,CK VA W E. TAPER may/ TSaI C. CHE 15 fi--vr ¶o sgsi-E/A TYPICAL Tt I'WILA FIRE 114oT GcrioN4 v l4 T Erz, V4 LTA d t.t, �,lQf�1< MATEi31A LS CTI- ERS cALE LEGE ALL UNRcgGRoJHD SIT=., WORK F J prolific /S P 1 1/ APPROVED BY VIASHINGTON SURVEYING & RATING BUREAU SEATTLE WASH i iAP 0 , 1985 As meeting requirements of this Bureau tor classiticenun as spun howev %stem changes or additions as recommended on the a sheet(S) will result in improved rates Acceptance applies to pla41€4 submitted and for construction and occupancy shown thereon Unshed Installatton subject to inspection for final acceptance NI comments approvals and acceptances relate exclusively to reiativs Wed of various condit ons upon bre in !Jame rtt "s They are not to be cons+rued as bearing in a-iy v t.p3n the qim iln n ier due Care has bece exe•c'ad with r„ sp"ct to pos, b' 1 t ' ty for persond Injury or dam ge to property It is recogn zed that h, ard, which ma result in loss still most FIDE CEPS TLTT T3 UU EITI,CTEI T} r vT1 FC1t6ki TE 1 tidaigraJcj ilstal Input T U ydsrgremni �y rssl�trir 3 C:22crugi C, riru# the TUTU FIE DEPT(Ey INCLUDING WSRB RED MARKS Win -4 inj $' o OF Ria eq Cri4-2,; A..L W oe,I5 lo 6E Wit WSR3 f '.QuiRK c 473 4.tJo`t , iur,usr pLOc i.kg !NI ALcJi1tANCc V./IThi HFRIgrebv 515TC.M bEs164 — 32-¢ ISNAtiyjv Sol t1PR,1, ,iTS) I i -{rt, LA, oc--41 AN WITHOUT COMMENTS AS NOTED IN RED Lt a t 14i 5 1985 r7 BY TUKWILA F RE P;EVENTION BUREAU ACCEPTED S ft -Al‘ ORtt i IAZARD Ti PI ar N PER THE ATTAChED LETTER ar dc 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 accepance and will require a resubmittal of revised drawings Final acceptance is subject to field inspection by representative of this departm Y L DAO,'%` BY CITY OF TUKWILA 575 4407 4 4441- eL Gl1CG / O , 3 0 / (c ©Pk vies -r- 5 Cd- / L�c> 1 co z 0 w cc tie s(Au4Y HwY 3 W V oc � FIL O z Z 0 F- z 0 0 a z a W z 03 J Ct. (40 --(,90 N CC W • z_ Z COD W Z Q N cc O cc Q t— Z O U a 0 Z a U W • • KWILA FIRE DEPART :EN ase call 575.4407 i give this Job exact address for sh to In or restoration apprr,/al: reau/v*�oll m O taQ -a- w co >- U JOB NUMBER 640 STRANDER BLVD ASSOCIATED PERMITS 11-S-238 850243 877-110 850213 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: U.S. Coast Guard 640 Strander BI Permit No.: 11-S-238 Date: October 21, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a Toss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. 0 REFLECTED CEILING PLAN REVISIONS DESCRIPTION BY A e HANGERS BEAM CLAMP W/ RETAINING STRAP SIDE BEAM BRACKET HYDRAULIC DESIGN INFORMATION ABBREVIATIONS WATERFLOW INFORMATION SPRINKLER SYMBOLS G EYE SOCKET NUT & PLATE WASHER E KWIK-BOLT AREA NUMBER REMOTE AREA SQ. FT. CODE HAZARD SYS'T'EM TYPI! DENSITY OPM/8Q. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AR'!A PER SPRINKLER HDI -P SAMMY SIDEWINDER W SAMMY SUPERSCREW TOTAL SYSTEM REQUIREMENTS: J COACH SCREW ROD CEILING FLANGE HYDRAULIC DESIGN INFORMATION L U -HOOK RM N p 0 R SHORT STRAP WALL BRACKET TRAPEZE AREA NUMBER REMOTE AR80EET CODE DENSITY OPM/8Q. FT. HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE SYSTEM TYPI! AREA PER SPRINKLER AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO TOTAL SYSTEM REQUIREMENTS: ABOVE FINIS ED 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 RIGID COUPLING FLEXIBLE COUPLING STATIC RESIDUAL GPM FLOWING XX PSI XX PSI XXXX GPM DATE & TIME PER: LOCATION: MAKE RELIABLE MODEL G R2115 TYPE PENDENT ORIFICE z CANOPY CP NOTES: 1;r Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by.The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to -errors and omissions which; do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design. rests to ally with the designer. Additions,. deletions or revisions to these Drawings after this date will void this ccC ptance and will require a resubmittal of revised drawA Ings itor subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0 ' �- I -LL By: TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give his Fire Permit No. L and exact address for shut- down or restoration approval. EXIST BRANCHLINE —� DROP LENGTH (VARIES) mai IF \-FLEX DROP 1/2" SSP (E) 1" ARM -OVER .LENGTH (VARIES) (E) ACT CEILING TYPICAL DROP WITH 90 SPRINKLER HEADS: R = RELOCATE EXISTING 1/2" PENDENT, 155° F.IL PAID OCT 13 2011 TUKWILA FIRE 75/z/ ARCHE CONSTRUCTION, INC CONTRACTOR: EDI PHONE: FAX: U S COAST GUARD 640 Strander Blvd Tukwila, WA. 98188 E FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S11-090 AUTHORITY: CITY OF TUKWILA TOTAL PROJECT SPRINKLERS = 9 TOTAL SPRINKLERS THIS SHEET FIRE SPRINKLER DIVISION 7855 5 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 DESIGNER: RICK SCALE: 1/4"=1'-0 DATE: 10/18/11 REVISED / / PLOTTED / / FP 1 OF 1 Y Zo' o" zot-o• Zo' .OI -v" 2.01 o" 10'0" co \t I -r •t�'1_ +rlA1 J MOT Jrz, L '1' ce° 121' (0 /4 -�' GRI5 1u 4c(o- _rte-' RLQ 4'2 • `1 I' • 72115 \� 4 Z 14. 1- 2 k2 ‘ - Iv Z b- fol, _a pO L0-101-, 11 I12., Lo 4- -1= • / IIz14 II Z It O II , 10//48 / ?•toil 4-loz; , 4,10 I qi`F� \\� 4AN �rlAIN \ • r • /_' -9 2 3L 1 2 'M 2 I L -a 4-t01 /` 23 2-'o'. (o -10Z 2 •1042. /1 114 • r, 1 • 0 5 j,��l7AiZD GNAM f3L,9, 8" AtA(,NI • 4-\_ 6,2dv-1 vK 70uv f;JTr Rr1.( 1 s ' 4Te YAu/ S�P�1'tiJIs�D (. ' rte D O1Cc�t 4 ___ 8" ,2 r, 1 n ,.,, 'rJ ?-' • 3Y M _ • ", - x ,' NISEI% IEIAk.. tr la 10 - I �'2 l .; rO Z -10 , \ \/J( / \ ¢ \ / / O yr 1 0 (0-10`z. 6 -rYP JA -Ries ur IK • �-2'1 4- IL ! 1i I 4•IvL I 1/ J -lo 1 'S 0 444 co Pr`a ,cT,R / oTOP 2L �I_� \'/ .—o \ • {r N 1 • (a , ' or:xrc ti / 4444r socr o v,3 10-I. Gar. Z-10 _4 fie- I 7-I0t I! -I0z 5I0' 10'110" 1?51JOErU _ r R I J' S-1 o" a 4 1 10 4, \2• 44,14 $1 3-b J (40 1f U4i o 6j ,•s 1 `r/ � 1Gj /1 6 .u- y , Z_< 3-4 `j9 FeLp (AA /111_, l! q-•Iv� O z-! . z-loO s3 t4►nom %-IDL—• IO'Z 7 , • TO1 i 3-mo1 hr Roo 1e5o�w OPRl60115 1 o[ f[Ro r E[19 (4 -TYPE tx 1-1-o i r 6r�A.I i- u N C 7YP - - I' -I' Ro ls +-siARIAFF 0Q 14. i— O •, ' r^, 0/0 IOL 10 -t4• -s -roz 1 - - 1-4 4•x 2 • •S, 0, X Zc 3 -ti 9i re_r ' ." \ \\ \ • ,czo 13 O • X13 Yr[ 3-6kr( , 2°1(5u TRAP I'4i1 r-A3A•t 41 (51.(0) \\ Zac 4 I'y '0 t3�C3- i -102, 0 Co 104 •10'1 -1 L, -10 /, = 1/1101 i `7 11.1.1 44-4 -- 411' = s_ 13-1 V•- _= t 1.01-801 1 • 14 14 I �Z I (,-I0 �Z co', £}--IOi0Z-4 / 1/1- 10 t 4/ • � �� , �Ia�O �ti+ %I - 4 \t/ -+R- SPac:. Gr4,Ari Sr9R peat,ArkwITr.G.TurV1.. PSN 4 2/7 +03 ATTIC TYP \ Z,e3-7 /,c SYAGC^E Z L W c \ \/014 _ Ya — 4 1 e , �Lr I 2x11 JsfS Z=0' 0(/ ZKco Tf7,usS GA1-16, NAIL ¶IJ (Z.(2 c4'xiss ) Y 41 11 TJIVANT ImPROu t mAJ T FIBRA PEri4eNT .4/ 211_4 ,1•01 i-lorziaJkiTAL Si t. OPE. bN Fizom HO're,b Sirg LIC ---f f2 -Z. Pi PE. 1440-46E12. EARTH gLiAica-e, r3rAk) NG, /1/44/1.1-1 HAt•k0aRs Sc V/IN6 e- CENTER -0oF PLA APPROVED BY WASHINGTON SURVEYING & RATING BUREAU SEATTLE. WASH. JUL a 1955 As meeting requirements of this BuFeau for classification as spnnklered, however, system changes or additions as recommended on the attached sheet(s)Nvill result in improved rates Acceptance applies to piens as submitted and for construction and occupanCY shown thereon. Fneshed installattbn subject to inspection for final acceptence. All comments, approvals and acceptances relate exClustelY to relative effeCt of various condtt.ons tmon fwe insurance rates. They are not ta - a III any way upon the questron of wbether"dui care" nl \\ 4 5¢ Is C 12. r. 1 • • — WITHOU S NOTE El PER THE The drawings affi reviewed and acce Tukwila Fire Dept or revisions to thes date will void this a Final acceptance is inspection by repr department cz,\'3 IN RED ATTACHED LETTER ed hereto have been ted by the City of dditions, deletions drawings after t ceptance and will t69f revised drawings. Isntative of this tuo cc 1- 4 cc 45 3 co cc emp cc ea 0 4 • It (.PE.r-I6E.i 17 CS - I if 4 TUKWILA FIR Please call: and give this (down or trauttorldISM 441%4 P 1 S- ti .14 Sr 1 0-4 le") 2.9 14 JOB NUMBER: t 1- 1,3 II 44 RE i'j t t 0 1 0 F 117 tt SR 769 11 - tt ti 1- r SR 769 4' • As meeting require? nts of this Bureau for classification as spnnklered, however system c ,tnges or additions as recommended on the attached sheet(s) will result in improved rates Acceptance applies to plans as submitted and for construction and occupancy shown thereon Etnished instaliatron subject to inspection for final acceptance �litl COmments approvals and accantancee relate exclusive y to rel effect of t,� 't ,..,..,, fion, I,non we insurance rembe a, Ili Gil, wa„ upon the questionhabdity of whfoareretthern`oattlwdo care has Ler) exeru,rspd with respect to poss L1e persona► injury o{ darrrta to property It is recognized that hazards which my result in loss still exist • 100 •�5 -14 _ t + L 0 Ncu! (o" riga At. Mt.,� rs 0'14 ti-cs f ♦. i • • \ i 351 L p 7 Me-Kt►{S,, 1 CNN Ea Ta 1.403tP-C,RHs SL0d OL{, Fria 31.dt: Ntnt 8" bI CL 52 ufdDSac/ouND Amp -..444kohli..._ r bow-fsftc 15eZViGm5 ? 4 f 311E FLA I4 &4.L. t . 1". lat- o 1 A. • t, -r �E.TAIv sAt tri /AA — — UP r✓J Por INIhIcATr7rZ - 8" FLAco e NQS Gore vALVI 1 i Je 10 �Ptitie JN ix w, = a" bt rec-TA _ \IAwt„s 4 a" FLN� 4 Os 46firr YQt`1: suPERvisE 0 d' �a "P° n 1;7111A Oike) � nd V use � 0 cr+ecK VAL,/E- TAPED w/ _- MALL. LH GK 4 —v-fia-5g5TENt _ TYF cAL Tvm-1 FIR r' -Ji--,Griot V./411,f; VAS: L'1 4 u, \#.14r.1‹ t -MATE r i d r_S scALE lA M.�t�Flg hl it A 11 Y i(8 r W Cerre4141 19 „A,A ?r;'dI0 P 4714 0 A) �� AILL, uN�Ggc-tgDt.l'kfb SIT°= -wo2c r: —_ eq UTICT,r24 ALL worn, -ro 4 ws1,3 r JI+ JAvN3 — TInt �!e ACCEPTED WITHOUT COMMENTS. Hi AS NOTED IN RED • R 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 thls 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,, *� �i a DATEb__ BY. CITY OF TUKWILA 575-4407 fi 4 U) z 0 CO w ;>r [NC } W 0 W 0) 1- v 4 z d 2 0 ce ` "VPA;;TIENT DE DeITAETEp 'OE MUCH TIRO --4- --4 Yisial WWII _ _0 Hydrostatic ° 3 iudigreeed Fleshing z 4 Overhead Hyrdrostatle ° . Dry Valve Trip Test TUKV3IIA FIRE DEPARTMENT ITUKWJLA FIRE DEPARTMENT Please call, 575.4.407 „�-- and give this job No; 8502 and exact address for shut. down or restoration approval, INCLUDING WSRB RED ,HARKS A"ef eiti 4a ;4 So f a #-e4$ OSe , 1ovN5 ivl anQwl- \ rc9-e-f "P`al 4-°oO ude.K // - �rQ(jlul✓ I@WE 140 nck 1•14/Wet / \ I-1 Irl S' '7404 *zd I�t7i�r�Fj TII(�,LLSr 1S1.e7(.145 - 5157c" bESICA — 324 rEl4D�i.4-sA 3o1 LIPP,1bNTS _ n 474_ ' tOroN t 1 Nc'( y; -Wrr// { , tre"a resu •mittat os I.. Final tionacceptanceb prsentative of this ect to field - inspection by departmen BY•3333333•3 CITY OF TUKWI 575-4407 1.c-1-4-170/4 D Z i^4GF� FIDE TO FARTEEDT TO If unionT" SS THE FOUND TESTS: i 21errrcnoi line! laspectitlt ader:ra ni Hyirestatic,.- i11111frceei Fleshing vatheai Iiyr1rostatit Dry Valve In; Test TUKiyiiA FIRE DEPARTIJERT ▪ t �K "; a 0) cc m o z z c a MECHANICAL CONTRACTORS DATE. ,v 4/44/84"; J r. ca z rt- tal tte tot 0 7 >- m v A5 N0Tx`D -- - w U -06 I• t t 60. 11KWILA FIRE DEPARTMENT [Please call 575 4407 ,and give this lob and exact address forshut shut down or restoration approval . ❑ AS NOTED IN RED ❑. PER THS. ATTACHED LETTER The drawings of ixed hereto have been reviewed and accepted by t -te City of Tukwila Fire Dept. Additions dal tons or revisions to these dr armgs arter this date mil void this ac ef.lt n e nd will require a resubmittal of revised drawings Final ac eptance Is t to field Inspection by a repres tat ve of this dep rtment CATE /, 7BY J % CITY OF TIIKWILA 575 4407 i 1 1 SPRINKLERS 6-6 K'1 6x7 ,ic M7,4 A/C., O O A00 UPRIGHT I PENDENT SIDEWAL L 2 TOTAL FIRE PROTECTION PLAN FOR ave Vit r' I ()xwi LA , Ast-,r; TIrjvirkto s ..._. JOB NO. Q 1414 (z4 REV DRAWN BY i vrc..AT ti OWNER TO PROVIDE ADEQUATE HEAT TO PROTECT ALL PIPING SUBJECT TO FREEZING CONTRACTOR'S REGISTRATION 223 02 FO XA US S309PR AUTOMATIC SPRINKLER SYSTEMS INC PO Box 594 Port Orchaid Wn 98366 DATE -//i51/&7 - SCALE f _ L- DWG NO. / r