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HomeMy WebLinkAboutPP - 6540 S GLACIER ST - GLACIER BUSINESS PARK BUILDING - PERMITS AND PLANS6540 S GLACIER ST ASSOCIATED PERMITS 05-F-212 00-F-300 00-F-196 99-F-064 99-F-063 D18-0075 D16-0115 06-5-135 05-S-203 00-5-279 00-5-184 99-5-010 CORRECTION NOTICE/REINSPECTION FEE Inspector: z4 Permit number: TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshalntukwilawa. ov Business Name Ptde- s pe of Inspection: 5P1 -r al 1 - Location Addycs * / /(l e7 S Date : 4(-z'/ y Contact Person :X ' j` t4,44./;c cc%n/1 i . l� Phone No. : C DOG --a.-' 1 --/ i tC d' ACTION REQUIRED : d ,trA (ides « (itlif l)&-,vlz I•J4 i./Y al 1 - /n) vcs h 6, i si-v n -tom e e,(9-Ftc-Ivil-=1--(70-f--is .-- r2- seL/ 6 0 L r 457448//508Z-6--- /0/(1 -11 -4t. -- S-41 w(')/nt_ - 41.11✓ 1470 6,-3-1 COW., '°Y 4-7,1 0 v.ilvt k..(6 -re_ 5ii/- r2 v (og. inessc--67_, fid/ r -( l `-'ezf1-e ? l (1 441— y me S ele- re%, f ge&i I Zip: CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A C Signature: Billing/MailinE Address : CITATION/TICKET. Ct/PtrAV Attn: Company Name: al 1 - Address: 54,,,City: State: I Zip: ❑ A $100.00 Reinspection Fee is required. You will recei - an invoice from thj9 bf Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reins') Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPNUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:,.,_,C�t ,p0..-1 , r l� Sprinklers: VE -5 Type of Inspection: v ((M4 Address: / < Suite #: (� > `7u �, ` / (7j (,DSC( S contact Person: Pre -Fire: Special Instructions: jhif ° Occupancy Type: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: VE -5 Date: ei-f�1i 2( ig///r ui / Mb Hood & Duct: pii-rai /-6/F /,J R917i 1A1/914. , 6/i JO iz, Monitor: Pre -Fire: !' /14 /57,J 7w7,1 F'1,t r s r- Op- 6' 10%7( 772 sv fL 47.\ -II t , / T ziD/.v %�z._ Occupancy Type: Gvace.-�ovv`— Needs Shift Inspection: It Sprinklers: VE -5 Date: ei-f�1i 2( Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Gvace.-�ovv`— Inspector: ��� Date: ei-f�1i 2( Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: C� -�( GGUi� TypRoZection: Address: �fy p Suite #: S �!A.-c_1 r� Contact Person: Special Instructions: Occupancy Type: Phone No.: Zekpproved per applicable codes. Corrections required prior to approval. COMMENTS: itAs(-_ k Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4 C,,.,& ---'e Date: 7�/7�,' Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit JAN 262007 06s- /is• - PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Ca1,_ma,c, f oo&Z�v�, Sprinklers: Type of Inspection: SPLsNkk4, Address: &S'O Ginc.;eAe.5i Suite #: A `t Contact Person: Tim WOO t)it. Special Instructions: Pre -Fire: Phone No.: ate- 3 70— Lf4s.3/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: /c/ Sprinklers: Hrs.: Fire Alarm: /✓l Hood & Duct: ki Monitor: Alotaw, C..e,A..t/L Pre -Fire: Permits: Occupancy Type: Inspector: a S-1 j Date: th. yhQX Hrs.: NI r $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 HANGER LEGEND OFFICE OPEN OFFICE ///////// //////////// OFFICE o /°f 64 OFFICE / / 1 / ROW FLIX 5905 DETAIL 'A' MANUFACTURER NEW RELIABLE EXISTING HALL N SPRINKLER PLAN CD 4 8 FLEX DROP SCALE 1/4'=1'-0' 110-5 IPA FLEX DROP DETAIL 'B' R3615 REC SSP RELOCATED UNCHANGED CHR CHR CHR CHR ABBREVIATIONS ASF ABOVE FINISHED FLOOR BOB BOTTOM OF BEA. BCE BDI BOP BOT CTS FO SOW OFOW NAS US) SYMBOL LEGEND ACCEPTED • Without Comments (� AsNotedlnRed [] Per The Attached Letter These plans have bawl renewed by The Tukwila Fire Prevention Bureau tc,r T : o :r :ice with current city standards. Accept ric u t to errors and omissions which cior. _ ;;at=,ons of adopted standards and <S t ;espcasibihty for the adequacy of desitin with fine designer. Additions, deletions or i,evisions to these drawings after this date will void thic^acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 7- 7 -C By' 1/ l TUKWILA FIRE DEPARTNI NI. Please call: 575-4407, and give this job No. 06, -S-1 and exact address for shut. down or restoration approvap BD11OM OF DEQ( BOTTOM OF JOIST BOTTOM OF PURR BOTTOM OF TRUSS CUT TO SUR FELD 6 E INSOE FACE OF WALL OLRSUE FACE OF WALL NO ANO. SPRINKLERS UNLESS NOTED OTHERWGE H POD O II TOTAL THIS SHEET CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAV EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE REVISIONS CONTRACT WITH 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WKN THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED YeEKIRT wATFAU'EY AP'�R' wGALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN ENO, POLISHED 2.053 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED, POLISHED, PLAIN ENO (FOR 901T WELDING) 1.817 0.097 1 1/2 EDDY FLOW 0.083 1.754 ROLL GROOVED, POLISHED, PLAIN END (FOR 9011 WELDING) 2.448 0.125 2 EDDY FLOW 0.083 ®' ROLL GROOVED. POLISHED, PLAIN END (FOR BURT WELDING) 3.456 0.202 EDOY FLOW 0.083 2.729 ROLL GROOVED, PLAIN END FOR BUTT WELDING) 4.734 0.303 EDDY FLOW 0.090 3.342 ROLL GROOVED, PLAIN END ( FOR BUTT WELDING) 6.526 0.458 EDDY FLOW 0.101 4.316 ROLL GROOVED, PLAIN END ( FOR SUIT WELDING) 9.927 0.773 ILII© IIIIIIIIIMIIIIII M 5,295 ROLL GROOVED, PLAIN END (508 SRT WELDING) 17.300 1.144 6 10 0.134 6.357 ROLL GROOVED, PLAIN END (FOR SRT WELTING) 23.030 1.649 6 10 0.188 8.249 ROLL GROOVED, PLAIN END ( FOR SRT WELDING) 40.080 2.78 WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE AUTOMATIC FIRE SPRINKLER SYSTEM TO PROTECT THE NEW OFFICE. SFS WILL START WORK AT THE EXISTING BRANCHLINES AND PROVIDE SPRINKLER PROTECTION THROUGHOUT THE OFFICE. CLARIFICATIONS - ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM 0F40° F IN ORDER TO PREVENT FREEZING. - IT IS ASSUMED THAT ALL OF THE EXISTING SPRINKLER PIPING WILL REMAIN IN ITS ORIGINAL LOCATIONS. EXCLUSIONS -- PAINTING OF SPRINKLER PIPING, EXCEPT AS REQUIRED BY NFPA 13. -- ELECTRICAL WIRING OF ANY KIND. NEW ELECTRICAL DEVICES ARE NOT NECESSARY. DESIGN CRITERIA - -PER NFPA # 13 (1999 EDITION) AND THE CITY OF TUKWILA. PIPING LEGEND EXISTING PIPING NEW PIPING PIPING LEGEND r////////1 EXISTING WALL NEW WALL FITTER / LISTER NOTES 1. REFER TO PLAN FOR FLEXDROP LENGTHS. THE LENGTHS ARE SHOWN ASL=X'. 2. CENTER OF TILE IS NOT REQUIRED. FILE COPY 6540 S GLACIER ST 140 06-S-135 BY REASON FOR REVISION SUPERIOR BUILDERS P. O. BOX 1849 MILTON, 98354 PROJECT MANAGER : JOHN SCHWEITZER PHONE : 253-573-1698 FAX : 253-573-1797 SUPERINTENDENT: PHONE: FAX: KEY PLAN 5F5 !C PAID JUL - 6 2006 Tukwila Fire _Zr/f' 4/g SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 90424 CONTR. REG. NO. SMIIHFS1360T BUS: ( 253) 926-1880 FAX: ( 253) 926 - 2350 OFFICE TI 6540 GLACIER ST, SUITE 140 TUKWILA, WA DESIGNER POMMERT DATE SHEET JOBT16068 NO. 4-20-06 1 OF 1 A • fro / 7 444,v,•,„Al z b • • .s7 1,24! 40 ' 144,‘ JO' k V bjI REMOTE AREA SYSTEM HYDRAULICALLY CALC'D TO DEUVER A DENSITY OF .39/5600 DEMAND AT BOR(NODE #4) 2350 6 GPM 0 689 PSI 29'-O" —1 - 4 —1 4—S — —, 1-1 0-6 " • ito •-• 17. U') r_12 2) o- 0- 2) — 21 0- 0- • o- 21 .67-‘ 2; ikkkv 32- Blv 2 • ,• • ,1/2. x KWIK BOLT , Atalltab.AI, a • • .11. r +••• •• 1013111MilakOLE SIZE e.".." 1"4" FLAT BAR ' WELOED 23" x 23" x ANGLE IRON 9/16'0 HOLE SIZE .• • ,„ x51"ATR W/ • ' UT & WASHER 6" OR 8" RING HANGER Ifft HANGER DETAIL NTS 'B' V, TILT—UP CONCRETE PANEL 'A' I. .C* SPAN TYPICAL TRUSS , 'F' NUT & WASHER DRILL 'E' HOLE 'F' ALL THREAD ROD LENGTH PER PLAN HANGER RING 3 JL PIPE 'D' W/ "x9' ROD WELDED TO EACH END (DO NOT OPPOSE) HGR LABEL NO 'A' HOLE DIM '131 PIPE LENGTH 'C' SPAN B 'D' PIPE SIZE & SCHEDULE 'E'' HOLE SIZE 'F' ROD SIZE E Ti 1'-6" 11'-'Q" 10'--0" 23" 0 SCH 10 9/16" 1/2"x14" T2 1 '- 6" 11 '.0" 10' - 0" 2" 0 SCH 40 7/16" 3/8"x 14" T5 2* -11" 11' -b" 10'-0" 21" 0 SCH 10 7/16" 3/8"x 14" TRAPEZE HANGER NTS SEL BAR JOIST [.1 1/2"x 3" LAG BOLT PRE—DRILL 1/4" HOLE TOLCO FIG 58 EYELET ALL THREAD ROD RING HANGER BRAtiCHLINE HANGER DETAIL NTS 10* FOW 4 • / STEEL BAR JOIST rt:C ANGLE BRACKET (SEE DETAIL) ANGLE BRACKET Illiirti (SEE DETAIL) 1111* ED CPLG • • 1 FUTURE OFFICE TI ROOF SYSTEM -SOUTH SCALE 3/32" = SOUTH SYSTEM 51" TILT UP CONCRETE PANEL PIPING DETAIL r - ' tv-) non kv4,4,/,/v 4,,,tel*movv44,4444,4,411,44,44 4,40,44,414,4 CENERAL NOTES 1 C.ENTERUNE OF BRANCHLINE TO BE 10" BELOW DECK U N 0 2. 'TYPICAL BRANCHUNE HANGER TO BE A '6E' (SEE DETAIL) V, dr .04 Csi 777- Washington Surveying & Rating et PLAN REVIEWED AS NOTED SEATTLE WASH. M1 comments and acceptances relate exclusively to relative eff various condrtions upon fire insurance rates They are not to b strued as hearing in any way upon the iuestion of whether "due has been exercised with respect to poscible liability for perso jury or damage to property It is eco.ni d th t hazards whic result in loss still exist 4•0501.11r 2'-5 A • 2"-4" I • KEY ,PLAN 14 44 — 4 PIPING DETAIL' ,1/2"4.1"--:0"-* • f•Po VI, gYr. a , 4, 4I4 1,4 ‘k ,•••1*' %, 4.: HANGER LEGEND''' A "U" HOOK B COACH SCREW , ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL , G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD ' 8 N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T TRAPEZEHANGER U V W , , X Y Z FITTING LEGEND , , ,, , P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ^ ‘ , ----- 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE + , TO CENTER INCHES , ."0 LINE PIPE PE IN , SPRINKLER LEGEND' - v+ oc c, Q. i. r- SPRINKLER ORIFICE SIZES AND TYPE E .., 2:1,--5 lit':" 1.11, 4 -4 4-* SPRAY 8 el 4 n SPRAY 0 • 1371 ' -2- -8- T'-2- SIDEWALL .1 , .., 1 . r DRY TYPE <> + 1" _...t z Or 1 . I° , STATE CERTIFICATION TEMP RATING SPRINKLERS I UP AND DOWN ts Zp -i cs 2 tiou,rn: po teccertifi k 0 1851 0 s c5 0 -e- - 212. /2- a 1- 0 286° 1* t 4),S Level ° n , III 350° , l• 3 1- 500' /2" (lj 1/2" e Fish 6-1 1 V4 APPROVAL ' REQUIRED - CITY OF TUKWILA 4titurj, SPRINKLER HEADS USED SYM MANUf MODEL PE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH p•.,,te or; RASCO C SSP 3/4 17/32 BRZ N/A, 2136 454 _.) \ ' , ( , ..., ' , TOTAL 454 QUALITY CONTROL BY K. MARR DATE , 12/30/98 APPROVED FOR FABRICATION BY DATE I ALL 2 PIPING SHOWN 3 EARTHQUAKE 4 PIPE 5. PIPING 6. JOINING WITH 7 OWNER SYSTEM 8 ALL BY GENERAL NOTES. MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR EH APPROVED. DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS , THUSLY (1-6) WHICH ARE ENO TO END BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NEPA PAMPHLET NO 13, APPLICABLE EDITION , HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NEPA PAMPHLET NO 13, APPLICABLE EDITION SHAU. BE IN ACCORDANCE WITH NEPA PAMPHLET NO 11 APPLICABLE EDITION OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE NEPA PAMPHLET NO, 13, APPLICABLE EDITION ' TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER . TO PREVENT WATER IN PIPES FROM FREEZING WIRING OF ELECTRICAL DEVICES (IF REOUIRED) TO BE PROVIDED OTHERS 9 PAINTING BY OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED OTHERS 10 FURRING BY OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED , OTHERS , DESIGN CRITERIA 4 WAREHOUSE HYDRAULICALLY CALCULATED TO PROVIDE A MINIMUM DENSITY OF .39GPM OVER 5600 SQ FT AREA ' 0 HYDRAULIC CALCULATION NODE POINT PIPE NOTES WELDED PIPES 11 - 4" TO "SUPER-FLO" WELDED PIPES 6" -- 8" TO SCH. 10 THREADED PIPES TO 'XL' REVISIONS NO .. DATE BY DESCRIPTION , CONTRACT P 1) "I 'MI- WITH OPUS NORTHWEST LLC 200 — 112TH AVENUE NE. BELLEVUE, WA 98004 ' (253) 453-4100 , r'rf PROJECT II 81 - trey ........;, NAME' „ ' GLACIER BUILDING 6540 S. GLACIER ST. TUKWILA, WA ROOF SYSTEM—SOUTH 91 --- * , PATRIFP099CE 460ATr I 0 , FIRE PROTECTION , , 2707 70th AVENUE EAST. TEL 253) 926,-2290 , TACOMA,. WA — 98424 A .• FAX 253) 922-6150 DESIGNER KEN F1SH ' , SHEET F in • •, DATE .— ' , ,' , , 1/3/99 o'F• 3 JOB N044, •'' 11—O793"', ', 4I4 1,4 ‘k ,•••1*' %, 4.: -<f eS 4� a .5*r ,.99`i ,," �W� i..�+s� bw J rr JAL y� (""` ,"I'�►'tl r+ Ci . p k H x ` 9r 44; �4 .r Y 5,, M a4,1 7 , a ° ,,ca s A.� t n{ tia k k "k ..5 .1 , 1 5 r„t, '} J9'If144 K'• to n t 4, v .(' rd./ t' , n n ' +r f Y . 1 CL ty. IV -- M 4 1 2 N (1 6 12 R 2 —6 T 0 16� T l r kr ) n k. #r w V 9' 1,r NdtA� u P4 k 141 Y t : 4 N T rI a' 3 ti A a 21 JY Y „2 i 4• I. A T • * l rJ 2 4-11 2 Til 2 d' - 0 611 T 1150 Itt BM 21 T II 0 0-6 21 0-6 0-6 ,7E f12 2 0-6 2 0-6 \2 0-6 110 2 \0-6 i 2 0-6 3-6 T1 246,3k COCO N MAIN 6if32 X32 2 176 Co , 4,6 6 3-6 0,T1 113— I 23 6kA 0-6 21 0-6' 33 10 21 21 3-6ft3- 3 2 3 T1 co 21432-k 3k 3 Ti 4 i 6- 410 H , 2� 0 12k 2 0-6 1-1 21t 110 1 —0 2} 0-6 ,t3 ) 1P0 413N 02-6 4 2� 10-0 []110-6 0-6 21 0-6 REMOTE AREA SYSTEM HYDRAULICALLY CALC'D TO DELIVER A DENSITY OF 39/5600 DEMAND AT BOR(NODE #4) 2296 2 GPM 0 76 25 PSI 6C GROOVED ELBOW WITH FLEX VICS 2 111-0• 1 —O" SEE DETAIL 111 I\4 - MAIN 6 • b `2-0 1 - T1 14 -6 2� 9- 2 24b -0 1 -0 2� I 3-6 l� 6RANCHLINE TYPICAL _ T1 co 2 T1 21*32 3— T1 co t 60316 3 . MAIN 0 T1 } fir. _62 Tr 11 -0 0 2 -6 1 23 'NO -6 * i?ko -0 8 6-0 4,4 • ra 8 2 -0 0 qo 0-6 23 0-6 2} 0-6 23 0-6N 0-6 N 21 0-6 0 1 _0 * 2,1 }43 .Q_ 4O 1 h co , -0 4-0 c. MAIN 2 T1co I + �--- so o CO rt 2 8 21- ROOF SYSTEM -NORTH gENERAL NOTES A 6E (SEE DETAIL) 8 21- 12- i 8 0—F 0- -0 } 2IA D f 3. ,l {I I I � � 2 LA - 2 9 -9 2 1-0 2 2 10-9 1-3 a. 11-0 2 11-0 2 11-0 21-0 SPRINKLER p. 0 2 11-0 2 11-0 2 11-0 MAI 2 5-6 40 2 111 5-6 5-6 CO I 40 I T3 et, 5-6 5-6 (0 2 Roo 1,4 11-0 2 11-0 2 11-0 2 11-0 2 40 CO I • T4 5-6 2 11-0 2 11-0 2 2 11-0 2 11-0 2 1-0' 2 11-0 2 11-0' 2 2 11-0 21 11-0 11-0 5-6 5-6 INSTALED 11-0 11-01 11-0 11-11 GRV'D COUPLING TYPICAL RISER AT TREE SYSTEM NTS FL 1"4" FLAT BAR WELDED ANGLE IRON 9/16-0 HOLE SIZE & WASHER 8" RING HANGER 14" 1A/21 HANGER DETAIL NTS TILT -UP CONCRETE PANEL c. SPAN TYPICAL TRUSS OP bRILL E' HOLE ALL THREAD ROD L NGTIril( PER PLAN HANG4R RING PIPE 'D W/ r x9" ROD WELDED TO EACH END (DO NOT OPPOSE) HGR LABEL NO A' HOLE DIM 'B' PIPE LENGTH SPAN C' D PIPE SIZE & SCHEDULE E HOLE SIZE F' ROD SIZE D BM CLAMP WI "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP, M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT T4 4'-0" 11' -0 10 L-0" 23" 0 SCH 40 7/16" 3/8"x 14" TRATE HANGER NTS PRE -DRILL 1/4" HOLE TOLCO FIG 58 EYELET ALL THREAD ROD RING HANGER BRANCHLINE HANGER DETAIL 962 NTS EY PLAN itthno) PLAN REVEL:1.1AV AS KTO SEATTLE 14't1Sti various condttions iipol I re in Jrante Was Thcy are riot to be *rued as bearing in any way t pen the queltion ofi welether due has been exermed with respect to possible liability for„person fury or damage to property It r ni7 d that hazards whn,h result m loss still eio raj 99 HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM CLAMP WI "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP, M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V FITTING LEGEND 4 F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE )3 STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPKR THRDS SPRINKLER /.4'. La 11 1 STATE CERTIFICATION TEMP RATING 2 ez, 2 z 0 212, CITY OF TUKWILA 41/00814 SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE , SIZE HEAD FINISH ESctacH FINISH ,tt up ary RASCO G SSP 3/4 17/32 BRZ N/A 286 291 TOTAL 291 OUALITY CONTROL BY K MARR DATE 12/30/98 APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND Ul. LISTED OR FM APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (14-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPLICABLE EDITION 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPLICABLE EDITION 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPL/CABLE EDITION 6 JOINING OF PIPE AND FITTINGS THREADED & WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 APPLICABLE EDITION 7 OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING 8 ALL WIRING OF ELECTRICAL DEVICES OF REQUIRED) TO BE PROVIDED BY OTHERS 9 PAINTING or PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10 FURRING OF PIPE Ik EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA WAREHOUSE HYDRAULICALLY CALCULATED TO PROVIDE A MINIMUM DENSITY OF 39GPM OVER 5600 SO FT AREA a HYDRAULIC CALCULATION NODE POINT PIPE NOTES WELDED PIPES 11 - 4" TO "SUPER—FLO" WELDED PIPES 6 - 8" TO SCH 10 THREADED PIPES TO 'XL' REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH OPUS NORTHWEST LLC BELLEVUE. WA 98004 (253) 453-4100 PROJECT NAME GLACIER BUILDING .nn TUKWILA, WA et 4 HI rtry T OT FIRE PROTECTION 2707 70th AVENUE EAST TEL (253) 926-2290 TACOMA, WA 98424 FAX (253) 922-6150 - F P - 3 99 • -- 4E1— — ,'-- — -Hot--- fi * -- - :31 - — - -- - - . - — ,2 - - 21-1 — - — 12 - 4- - - - -- = -- .4- t — ' -- %- -- -- t--- - 2' 21/3 -- — t -- - t ; --�� -- - 5'-O. -- '-- - -- - r: 4! L 2t•'2 ..-� 21 1 .i. -- j -'Cr-- a 0 • 1a 0 &-v i 10-0 ,/y 6 0 -- -.-- Z�j — — r 2f� 'tom -iF - - / -- - I 1 11-6 4• 114 ❑--•--r 110 f 11/4 1b4 10-0---91/2 ' 1-3,'4, r 1412 /r z •411.• -41 ,..I• '4 - -rI P 8-0 ' 10-0 "'`� -1 66 I' tI'2 U ' 105 • r r f : - pp 1V} . ``� 1 r i -ty v-0 ▪ -- - 2 •/1- - _--• a b -±tjt i — -- — -1C1141 ` , 106 • 107 114, • 9-6 _1 - 1 • - 4 g L1-4 t 7 - - OFFICE .t a !+ -,309 • 11/, i 11/4 -31 I - 11/I 11/2 Ift -- j_ --` f— �- _/ ❑ ❑ " 1 111", 441. 1 1/4 143'1/2 r + 21:2 0 21.7 -1'-;/27 it . 104 t • 4 / - 1 1h 1h,.1. I - r 114 {1/4 •• - ��- 5..� -- u_ _�. -• 1 V2 - /- o • - n , 1 __!. - 1-12r— : :'- ,— ' OFFICE . ,• -`--' . ,--t (21.-- .. _ - 'r COW' _ ) __ -‘-403----.- -r-__ _ 1.1-02.__t • ;;. r = ,fit-- ,--.J__ _�. } _, _k--_ —r FIRE -SPRINKLER PLAN - SCALE: 1/8'=1'-0" --i _I -,, - - - '-o , .22 2 4 i --------- -SCOPE OF WORK: - --- - t-- TIE -INTO EXISTING - 21/2" SPRINKLER BRANCHLINES TO RUN NEW LOW. LINES FOR - NEW - OFFICES. ADD HEADS AT ROOF AS REQUIRED DUE TO FULL -HEIGHT OFFICE PERIMETER WALLS. GENERAL DOTES: NEW BRANCHLINES TO BE RUN 18" ABOVE CEILING, (10'-6" -- A.F.F.). - TYPICAL DROP TO BE 1(0-9) TO ADJ. DROP NIPPLE AND HEAD. - TYPICAL HANGERS TO BE 'D' - -TYPE (BEAM CLAMPS WITH RETAINER STRAPS). 4 HANGER LEGEND A -"U" HOOK - B COACH SCREW ROD BM. CLAMP W/ 8"STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP ALL THREAD ROD N TOGGLE NUT POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE. T U V W X Y - STATE CERTIFICATION SPRINKLER LEGEND ,x N I r SPRINKLER ORIFICE SIZES AND TYPE F. W z ia W F- VI -' T1 'I SPRAY 0 1/2" 0 1' 4 SPRAY D 3/4` 1' T SIDEWALL 4 1/2' a 1- I". - DRY TYPE 1` 1' 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE TEMP RATING - STRUCTURE PIPE TO CENTER LINE OF IN CHES FITTING LEGEND P PIPE -O -LET - 165' 212' 286' 380' 500' • z z a. 4n 04 V z� z� 0 zz z fit og 1/2" 1- 1/2" 1' ® 1' 1/2" 1/2" F SN TSN PLAIN END FIT FITTING GROOVED SHAPED NIPPLE - THREADED SHAPED NIPPLE = APPROVAL REQUIRED CITY OF TUKWILA SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORM SIZE HEAD ESCUTLDI FINISH rINISH TEMP OTY • El 0 RELIABLE F1fR/F2 F.R. REC. SSP 1/1 1 CANE I CNRCNE ISS 37 RELIABLE RELIABLE - G jSSP) C (ssu) LO_ SSP 3/4' 17/32' BRONZE I - 286' L.0. SSU 3/4" 17/32' BRONZE I - 286' 5 TOTAL 46 QUAUTY CONTROL BY = DATE APPROVED FOR FABRICATION BY DATE ACCEPTED Without Comments - ❑ As Noted In Red - - O Per The Attached Letter These plans have been reviewed by The Tukwila Fir Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and . omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings air this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. • GENERAL NOTES - - I. AU. MATERIAL AND EQUIPMENT TO BE MEW AND UL LISTED OR FM APPROVED, 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (I-6) WHICH ARE EN0 TO END. - 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH - - - NFPA PAMPHLET NO. 13. APPUCABt.E EDITION -- - - - 4. PIPE HANGERS AND METHOD OF RANGING TO BE IN ACCORDANCE WITH . NFPA PAMPHLET NO. 13, APPLICABLE EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, APPLICABLE EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE - WITH NFPA PAMPHLET NO. 13. APPLICABLE EDITION. - •WNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER STEM TO PREVENT WATER IN PIPES FROM FREEZING. 8- A - WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED - - - - B OTHERS -- 9. P 1NTING OF PIPE i EQUIPMENT (IF REQUIRED) TO BE PROVIDED E OTHERS 10. F RRING OF PIPE A EQUIPMENT (IF REQUIRED) TO BE PROVIDED B OTHERS - DESIGN CRITERIA NFPA -13 ORDINARY HAZARD PIPE SCHEDULE. Final acceptance is subject to field test and inspectiok The Tukwila Fire Prevention Bureau. - Date: _/ D D By: PIPE NOTES REVISIONS NO DATE DESCRIPTION TUKWILA FIRE DEPART-10LN' - - Please call: 575-4407 ;and give this job MICROSERV _ and exact addrss for shut- down or restoration approval. CONTRACT WITH: _ OPUS NORTHWEST, LLC 915 118th Avenue S.E., Suite 300 Bellevue, WA "98005 - (425) 453-4100 PROJECT NAME: _ VenTree GLACIER CASCADE BUSINESS CENTER 6540 South Glacier -Street Tukwila, WA ' PLE SITE PLAN AT I FIRE PROTECTION 2707 70TH A.VENPE EAST' rAx 206) 922-6150 DESIGNER DAVE- LISIECK1 6540 S GLACIER ST #140 DATE - - SHUT OF z3` 2 £ -- r j cn - _ L C- - - ci • • NORTH SYSTEM HYDRAULICALLY REMOTE AREA. CALCULATED TO DELIVER .13 CPM/SQ FT OVER THE MOST REMOTE 2500 SO FT SYSTEM DEMAND 672 3 CPM REQUIRED AT 43 6 PSI AT BASE QF RISER 922 3 GPM REQUIRED AT 50 5 PSt AT CITY CONNECTION !"4 _ y i£-- st'r ait i w i S rs t1 — 4117 -/ — - — 17 17 tI4 _ ., _.-ilk- - - 10-01 6-84 II I .4(1, t i I t 1 4 1' t 1 NORTH RISER-- SOUTH ISE SOUTH RISER - — t t 1 t i l 4 111 t • t Cr — -/ — — -- — --/1— --—Lt-7 — ;F — --ice— - - - -{>- - -�_ - ,,� - - —24 — ,- --,� — • --f----7II- 4,4 4•- - - 9 10-0 / �• 10}-0 • et 0 { 1 r t r t 1` 1 1 r r 4 r 4. c 1 / 1 a0 1 1 + t 1 r f i 1 4 ' 1 r t I # L `1 ��6• t -1-1 #, t t , -i-r- —I C ♦ -4 • 10-4 : 10-0 t i 1 10-0 it , F 4,® r 1 0 1-� \�' I , 1 !i♦t t -- 3 tI 1 I 1 1 1 1 4 1 1 _ 1 1 , 1 1 1 , t ' 1 t 11 1 +; it , 11 ` 1I r ' 11 114 , 13 ' r 1 1' 1 1 1 i , -6 ° _ 10-0 i 1 ®t 6-8 �� 4•Auk + 10 �4 ° 10-0 1 ° + 10-0 , O 1 tit t t'�I � t�� t tll, � + I�� I t�1 1 t i+ i - #; e ; 1 t 4 f r + �,---r am- i i o I� t F e /� 8 -r- --� - -- 44-. + + , t ` 811'4, _ j , , ,, 6 t -t 420 -� - • --. -A # ` --1- 1 j �l t k! 1 14J4 1 i rou Y t S tk r { f t t - F, ��;- ,C r t • 1Y. 14L - t 1 111 1+ 4 1 1 It 1 1 i t 1 j t . F 1 , N it.,' 4114___FiT,1/ ' 1, LAB t 1 1 4.may\ 1 i ; ft 1 itorqf-,, , -- =''! t t - 1 ..t b r COMP STORAGE Q, d''1: 102 _�o I 10 L \ 1 12-04 02-6 o- mins 1 --- --trtn 4 .1 . 11:_- 8th 5-11 1 `'r — — 0,!----1 -x — r 1 (EXISTING) 10-a , 1 ti 6 t o1 41, ` I 2-31h T' I _ i 1 -T Ci 2°-3W2 - t 49-6 - 2_-e; r + 11 o -o }I =1.4 t t :r. of -�--17 oi-/ I I b f 04! 1 t d' �- -i+t 0-0 +1 low 1--1 I I 1 t 4 . ,, 1 } t I ' 4- , u - i , 1 -4 --r- I I 4 1 1 i s O ---fes 1--- 1 -71 t —�r ---- — --{tet_----� 1 _ t { � 1 NORTH SYSTEM SOUTH SYSTEM —�OPE1`t-OFF 1107 ' 1-6 it �-1 - 109 1_ WOMITI Oflj ,— -.I-- 7S rl ' 1 ' I1 r l i f IT j - a 1 : 1 2--7,2 '' 1 11M f ------c-T ! . CD re - 9-0 • 10-0 OPEN OFFIC - 415 9-81/2 10t- 4 10-0 10-0 1 FIRE SPRINKLER PLAN '&3 SOUTH SYSTEM HYDRAULICALLY REMOTE AREA. CALCULATED TO -DELIVER 13 GPM/SO FT OVER THE MOST_ REMOTE 2500 SC) FT SYSTEM DEMAND, 542,9 GPM REQUIRED AT 40 8 PS1 AT BASE OF RISER 793 9 GPM REQUIRED AT 47 6 PSI AT CITY' CONNECTION 4-15 4 5.4 144.4 CO 14-1 ap (by others) 8" 'water tines (by others) CA RISER DETAIL FP -y - _ SCALE -7" =1.-0" SCOPE OF WORK: TIE -INTO EXISTING -SPRINKLER MAINS TO RUN NEW LOW SPRINKLER LINES 12" ABOVE NEW 9' CEILINGS GENERAL NOTES: NEW BRANCHLINES TO BE RUN 12" ABOVE CEILING, OR 10'4' AiFF. TYPICAL DROP TO BE 1(0-3) TO ADJ DROP NIPPLE AND HEAD. TYPICAL HANGERS TO BE 240D, CTS SITE PLAN - ACCEPTED VVithout Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance IS subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings tor subsequent approval Final acceptance is subject to field test and mspection by The Tukwila Fire Prevention ureau STAIL TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job V6q- and exact address for shut- down or restoration apdrovat FILE HANGER LEGEND A COACH SCREW ROD EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CUP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT PIPE SPIKE ERTIFICATION SPRINKLER LEGEND 4 - WAY EARTHQUAKE BRACE- 4 1" SPRINKLER - ORIFICE SIZES AND TYPE , 17 SPRAY - - DRY TYPE _ TEMP RATING -- „(:) STRUCTURE TO CENTER UNE OF PIPE IN INCHES - FITTING LEGEND • PIPE -0 -LET age 3SCI* *2X- 5006 • PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE - TSN THREADED SHAPED NIPPLE • SYM • MANUF RELIABLE RELIABLE 2 ire a. Lat 2 41 1.4 44 In 3/4" 1/2" 1" o 1" -APPROVAL REQUIRED - WSRB CITY OF TUKWILA - SPRINKLER .HEADS USED MODEL r1FR/F2 TYPE LO SSP MASAO SZE ORIFICE SIZE S. tit 17/31 HEAD FINISH UNE BRICE ESCUTCH FINISH TEMP 155 OTY 66 18 - TOTAL 84 CUALITY CONTROL -BY DATE APPROVED FOR FABRICATION BY DATE - GENERAL NOTES 1, ALL MATERIAL AND EQUIPMENT 70 BE NEW AND UL LISTED OR FM APPROVED 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-5) WHICH ARE END TO END _ 3 EART140UAKE BRACING SHALL BE PROVIDED 04 ACCORDAt4CE WITH - NFPA PAMPHLET NO 13, APPLICABLE EDITION - _ 4 PtPE HANGERS AND METHOD OF HANGING TO -BE IN ACCORDANCE WITH 5. PIPING SHALL BE 114 ACCORDANCE WITH NFPA PAMPHLET NO 13, APPUCABLE EDITION e JOINING 'OF PIPE AHD FITTINGS. THREADED & WE-LDED; SHAU: BE IN ACCORDANCE ' WITH NFPA PAMPHLET NO 13 APPUCABLE EDITION - 7 OWNER TO PROVIDE ADEQUATE HEAT 114 AREAS PROTECTED BY A WEI PIPE SPRINKLER SYSTEM TO PREVENT WATER It4 PIPES FROM FREEZING _ 5 AU. WIRBIG OF ELECTRICAL DEVICES OF REQUIRED) TO BE PROVIDED gy OTHERS 9 PAINTING Of PIPE & EOUIPMENT (IF REQUIRED) TO BE PROVIDED By OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO St PROVIDED BY OTHERS - DESIGN CRITERIA : CALCUIATED TO DELIVER- 13 GPM/SO FT.- OVER 2'500 SO :TT. PER WSRB RECOMMENDATIONS -_. PIPE •NOTES REVISIONS - NO DATE CONTRACT WITH - OPUS:- NORTHWEST, ',LLC --Bellevue, WA 98005 (425)* 453-4100 PROJECT NAME - MICROSERV • DESCRIPTION GLACIER CASCADE BUSINESS CENTER , 6540 -South Glacier Street Tukwila, WA -54 6540 S GLACIER ST #160 T 10 FIRE PROTECTION - 2707; 70TH AVENUE- EAST DATE ' DAVE LISIECKt • • -FAXPOO 922.-6150' TEL (206) 926-2290 B.5 NORTH 9" STRUCTURAL STEEL COLUMN NEW COLUMN SPRINKLER FLOOR PLAN SCALE 1/4"=1'-0" TOLSTRUT C -14 -HS CHANNEL X (LEN. PER PLAN) 1" DOWN DOWN FROM ABOVE TOLS I HUT 1" PIPE CLAMP TOLSTRUT F-14 FLAT WASHER (TYP.) TYP. COLUMN SUPPORT N.T 9" STRUCTURAL STEEL COLUMN TOLSTRUT C -14 -HS CHANNEL X 1'-1 1/2" EXIST. CONDUIT ON COLUMN TOLSTRUT A -14 -HS CHANNEL X O'-8" 1" DOWN DOWN FROM ABOVE TOLSTRUT 1" PIPE CLAMP TOLSTRUT L-15 2 HOLE ANGLE FM IING (REQ. 2EA. 3/8x1 HEX BOLTS & 2 EA. STRUT NUTS) TOLSIRUT F-14 FLAT WASHER OB COLUMN SUPPORT FOR CONDUIT N.T.S. (USE AS REQUIRED) COLUMN SUPPORT SIMILAR TO DETAIL "A" 0' 734" D CD CD CD c TOLSTRUT F-14 FLAT WASHER TOLSTRUT 1" PIPE CLAMP TOLSTRUT C-14 HS CHANNEL x 1 x 0-2 STD. NIPPLE (LATERAL) A.F.F. 1X12 90' ELL TYCO MODEL "TY -B" 1/2" 286' STD. RESPONSE HORIZ. SIDEWALL SPRINKLER W/HEADGUARD CCOLUMN SPRINKLER DETAIL_ N.T.S. AREA OF WORK ti 1 0 SCOPE TIE INTO EXISTING OVERHEAD SPRINKLER SYSTEM TO SUPPLY NEW HORIZONTAL SIDEWALL SPRINKLER HEADS FOR PROTECTION OF EXIST. STEEL STRUCTURAL COLUMNS NOW CONTAINED IN NEW WAREHOUSE STORAGE RACKS. GENERAL NOTES 1) NEW COLUMN SPRINKLERS ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A.13-2002 7-9.8.1 AND THE REQUIREMENTS OF THE CITY OF TUKWILA FIRE AUTHORITIES. 2) F.S.I. POINT OF CONNECTION IS AT EXIST. OVERHEAD BUILDING GRID SYSTEM WITHIN THIS SPACE AS SHOWN ON THESE PLANS. 3) ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ.) TO BE DONE BY OTHERS. 4) WATER SUPPLY INFORMATION IS NOT PROVIDED AND HYDRAULIC CALCULATIONS ARE NOT REQUIRED ON THIS PROJECT. 5) ALL MATERIAL IS NEW U.L LISTED AND MEETS THE REQUIREMENTS OF THE CITY OF TUKWILA FIRE DEPT. 6) OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY F.S.I. TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. THIS PROJECT IS NON-COMBUSTABLE CONSTRUCTION. NO FIRE SPRINKLERS ARE PROVIDED ABOVE CEILINGS, IN INTERSTITIAL SPACES OR NON-ACCESSABLE BLIND SPACES UNLESS SPECIFICALLY SHOWN ON THESE PLANS. 8) OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND. 9) FIRE ALARM SYSTEM MODIFICATIONS OR MONITORING IS NOT INCLUDED IN THIS CONTRACT AND IF REQUIRED WILL BE DONE BY OTHERS. 10) F.S.I. ASSUMES NO RESPONSIBILITY , EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY F.S.I. UNDER THE SPECIFIC SCOPE OF THIS CONTRACT. 11) OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.PA. 25-1995 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. 7) FIELD I LISTING NOTES 1) THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 STD. WALL PIPE (IMPORT). 2) GROOVED END PIPE FROM 1-112" THRU 8" TO BE SCH.10 (IMPORT) • NOT REQ. ON THIS PROJECT 3) ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) 4) ALL THREADED FITTINGS ARE TO BE 300# CLASS D.I. (IMPORT) 5) ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. 6) ALL NEW ARMOVERS WILL BE FABRICATED 1 FT, LONGER THAN SHOWN. FLAG NOTES INSTALL NEW 2-112 x 1 MECH. TEE HERE. PIPE AS SHOWN USE SIDE OF BAR JOIST TO ATTACH PIPE SUPPORT. USE COLUMN SUPORT IN DETAIL "B" AT HIS LOCATION. SYMBOL LEGEND MT - MECHANICAL (CLAMP) TEE. 0 E - EXISTING UPRIGHT FIRE SPRINKLER f> N - NEW COLUMN FIRE SPRINKLER TO BE ADDED. NEW FIRE SPRINKLER PIPE (SOLID LINE). — — — - EXISTING FIRE SPRINKLER PIPE (DASHED UNE). FILE Without Comme As Noted In Red Per The Attached Letter These plans have been revie Prevention Bureau for confori standards. Acceptance is subj errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. T BUILDING KEY PLAN Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0 O By: /dam i tUKWILA FIRE DEPA Please call: 575.4402.001" - and give this jolt No. OS -(Ssit ' X03 4,iy ef`o and exact address for shut. i down or restoration apm3ae rov `ocotporaet. .ti LZ `e certifice,e •` 5�A �C S 44'co 111 r,3 . ktertille Signa ureLevel atm �F or ^, n Spri�OKae<y¢("� thtOugh Dece Oo co 13 STRUCTURAL ENGINEER: CONTRACTOR: PATTISON CONSTRUCTION DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND •i ALARM VALVE RISER ►••'_ DRY PIPE RISER FLOW SWTICH RISER DELUGE/P.A. RISER O PIPE "RISE" • PIPE "DROP" ' PIPE HANGER (SEE CHART) SEISMIC BRACING IIF FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WAILI' MOTOR GONG ELECTRIC BELL 1A 6x21-0 WELDED PIPE TAG 9-0 PIPE LENGTH BRANCHLINE NUMBER HYDRAULIC NODE CEN ILRLINE OF PIPE TO DECK os' -o" CEILING ELEVATION 'A.F.F. ELEVATION DATUM ❑THIS SYSTEM IS TA THIS SYSTEM IS NOT HYDRAWCALLY DESIGNED Lt HYDRAULICALLY DESIGNED X13 CONC. ANCHOR, ROD CPLG., ROD & RING L "L" ROD SYM. SPRINKLER TYPE MFG. MODEL ORIFICE FINISH CANOPY TEMP. K -FAC. QTY. FLOW TES I STATIC RESIDUAL GPM FLOWING DATE & TIME B SAMMY SUPER SCREW MODEL "GST -20" M MACHINE THREADED ROD NEW STD. RESPONSE HORIZ. SIDEWALL TYCO TY -B 112" BRS. N/A 286° 5.6 4 C "C" CLAMP N TOGGLE NUT #2 TOP BEAM CLAMP W/ STRAP P POWDER DRIVEN STUD O EXIST. BRS. UPRIGHTS XXX X BRS. E EYE ROD R WEDGE ANCHOR SYSTEM DESIGN REMOTE AREA X DENSITY X MAX. AREA/HEAD X F FLUSH SHELL S SAMMY SUPER SCREW (SWG20) G CEILING FLANGE S30 SAMMY SUPER SCREW (GST3O) H SIDE BEAM BRACKET TRAPEZE K -FACTOR X SOURCE OF DATA: ELEV: XX' ZONE: XX J "J" BOLT U UNISTRUT K SHORT CLIP W TOTAL THIS SHEET inivionm Fire S • rinklers WA CL# FIRESI*988RJ 1014 North St. Sumner, WA 98390 (253) 826-0099 PROJECT: ZONES, INC. 6540 SOUTH GLACIER ST. TUKWILA, WA CONTRACT WITH: DACO MATERIAL HANDLINQAID 15805 SE 264TH ST. OCT 2 0 2005 KENT, WA 98032 (800) 345-3226 6540 S GLACIER ST 160 05-S-203 Tukwila Fire -ZV�.'r 7 775' DESIGNER: JEFF IACCHEI DATE: OCT -18, 2005 SCALE: 1/4"=1'-0" HAZARD: RACK STORAGE AHJ CITY OF TUKWILA JOB # 1431 SHEET # FS -1 of 1 __ 1" DROP TO SUPPLY# 1"1DROP TO SUPPLY NSW COLUMN SPRINKLER BELOW NOW COLUMN SPRINKLER BELOW !_II E •-y�ram� I)N I Ia , ,C [ ?� EXIST. 212" GRID Lla� XI 2; NE L # : �� E .IST. �. 2 GRID LI:±�_ �- ' 1 �' I „IST ? }9 Gi ij I E E:=:�.. 2= 2 � ;:.� :_I; <� IIS LINE I i , I � r I I I . I I i # I 1 I I E I I I I f EXIST. � � ,:.�ID LINE EXIST.� � I �� XIS 2 n" Gens 2' ' GID Lis° 1 r � f__ EXIST. 2 2" GRID LINE ID LINE I I I I � , I i I I I i I EXIST. 212 GRID LINE 12,f r_ D .. E EX;SI". 2 � �� =u LJN1= I �t ST 21 2" G ;. IN,1- Di � � .�RII� Ll:vl< # IL; LIE s i L � I I 3 , s 111 --TYP. NEW RACKS (ALL RACKS NOT SHOWN FOR CLARITY) EXIST. 212 GRID LINE EXIST. # 2 GRID L t= � I —=—TYP. NEW RACKS (ALL RACKS NOT SHOWN FOR CLARIT EXIS?. ' 2 GRID LINE Ii I I DRAFT CURTAINnI _- — — _ — ID LINE LINE 1" DROP TO SUPPLY DRAFT CURTAIN DRAFT CURTAIN DRAFT CURTAIN N ______ `i 1" DROP`' c... ' N O ICO NEW COLUMN SPRINKLER BELOW — � � _ ___z - — _ `b C , = I CO NEW COLUMN SPRINKLER BELO J _ - _ ( I 3 # I { EXIST. T 212" �I LINE �• ll (- EXIS i. GRID LINE EXIST. 2 GRID LINE i i I r f� �=1 I a ;y I EXIST. 2' 2" GRID L# E 1 i NORTH 9" STRUCTURAL STEEL COLUMN NEW COLUMN SPRINKLER FLOOR PLAN SCALE 1/4"=1'-0" TOLSTRUT C -14 -HS CHANNEL X (LEN. PER PLAN) 1" DOWN DOWN FROM ABOVE TOLS I HUT 1" PIPE CLAMP TOLSTRUT F-14 FLAT WASHER (TYP.) TYP. COLUMN SUPPORT N.T 9" STRUCTURAL STEEL COLUMN TOLSTRUT C -14 -HS CHANNEL X 1'-1 1/2" EXIST. CONDUIT ON COLUMN TOLSTRUT A -14 -HS CHANNEL X O'-8" 1" DOWN DOWN FROM ABOVE TOLSTRUT 1" PIPE CLAMP TOLSTRUT L-15 2 HOLE ANGLE FM IING (REQ. 2EA. 3/8x1 HEX BOLTS & 2 EA. STRUT NUTS) TOLSIRUT F-14 FLAT WASHER OB COLUMN SUPPORT FOR CONDUIT N.T.S. (USE AS REQUIRED) COLUMN SUPPORT SIMILAR TO DETAIL "A" 0' 734" D CD CD CD c TOLSTRUT F-14 FLAT WASHER TOLSTRUT 1" PIPE CLAMP TOLSTRUT C-14 HS CHANNEL x 1 x 0-2 STD. NIPPLE (LATERAL) A.F.F. 1X12 90' ELL TYCO MODEL "TY -B" 1/2" 286' STD. RESPONSE HORIZ. SIDEWALL SPRINKLER W/HEADGUARD CCOLUMN SPRINKLER DETAIL_ N.T.S. AREA OF WORK ti 1 0 SCOPE TIE INTO EXISTING OVERHEAD SPRINKLER SYSTEM TO SUPPLY NEW HORIZONTAL SIDEWALL SPRINKLER HEADS FOR PROTECTION OF EXIST. STEEL STRUCTURAL COLUMNS NOW CONTAINED IN NEW WAREHOUSE STORAGE RACKS. GENERAL NOTES 1) NEW COLUMN SPRINKLERS ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A.13-2002 7-9.8.1 AND THE REQUIREMENTS OF THE CITY OF TUKWILA FIRE AUTHORITIES. 2) F.S.I. POINT OF CONNECTION IS AT EXIST. OVERHEAD BUILDING GRID SYSTEM WITHIN THIS SPACE AS SHOWN ON THESE PLANS. 3) ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ.) TO BE DONE BY OTHERS. 4) WATER SUPPLY INFORMATION IS NOT PROVIDED AND HYDRAULIC CALCULATIONS ARE NOT REQUIRED ON THIS PROJECT. 5) ALL MATERIAL IS NEW U.L LISTED AND MEETS THE REQUIREMENTS OF THE CITY OF TUKWILA FIRE DEPT. 6) OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY F.S.I. TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. THIS PROJECT IS NON-COMBUSTABLE CONSTRUCTION. NO FIRE SPRINKLERS ARE PROVIDED ABOVE CEILINGS, IN INTERSTITIAL SPACES OR NON-ACCESSABLE BLIND SPACES UNLESS SPECIFICALLY SHOWN ON THESE PLANS. 8) OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND. 9) FIRE ALARM SYSTEM MODIFICATIONS OR MONITORING IS NOT INCLUDED IN THIS CONTRACT AND IF REQUIRED WILL BE DONE BY OTHERS. 10) F.S.I. ASSUMES NO RESPONSIBILITY , EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY F.S.I. UNDER THE SPECIFIC SCOPE OF THIS CONTRACT. 11) OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.PA. 25-1995 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. 7) FIELD I LISTING NOTES 1) THREADED PIPE FROM 1" THRU 2" SIZE TO BE SCH. 40 STD. WALL PIPE (IMPORT). 2) GROOVED END PIPE FROM 1-112" THRU 8" TO BE SCH.10 (IMPORT) • NOT REQ. ON THIS PROJECT 3) ALL GROOVED COUPLING ARE TO BE "RIGID" TYPE U.N.O. (IMPORT) 4) ALL THREADED FITTINGS ARE TO BE 300# CLASS D.I. (IMPORT) 5) ALL 1" NIPPLES NOT IDENTIFIED ARE 0-2 U.N.O. 6) ALL NEW ARMOVERS WILL BE FABRICATED 1 FT, LONGER THAN SHOWN. FLAG NOTES INSTALL NEW 2-112 x 1 MECH. TEE HERE. PIPE AS SHOWN USE SIDE OF BAR JOIST TO ATTACH PIPE SUPPORT. USE COLUMN SUPORT IN DETAIL "B" AT HIS LOCATION. SYMBOL LEGEND MT - MECHANICAL (CLAMP) TEE. 0 E - EXISTING UPRIGHT FIRE SPRINKLER f> N - NEW COLUMN FIRE SPRINKLER TO BE ADDED. NEW FIRE SPRINKLER PIPE (SOLID LINE). — — — - EXISTING FIRE SPRINKLER PIPE (DASHED UNE). FILE Without Comme As Noted In Red Per The Attached Letter These plans have been revie Prevention Bureau for confori standards. Acceptance is subj errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. T BUILDING KEY PLAN Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /0 O By: /dam i tUKWILA FIRE DEPA Please call: 575.4402.001" - and give this jolt No. OS -(Ssit ' X03 4,iy ef`o and exact address for shut. i down or restoration apm3ae rov `ocotporaet. .ti LZ `e certifice,e •` 5�A �C S 44'co 111 r,3 . ktertille Signa ureLevel atm �F or ^, n Spri�OKae<y¢("� thtOugh Dece Oo co 13 STRUCTURAL ENGINEER: CONTRACTOR: PATTISON CONSTRUCTION DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND •i ALARM VALVE RISER ►••'_ DRY PIPE RISER FLOW SWTICH RISER DELUGE/P.A. RISER O PIPE "RISE" • PIPE "DROP" ' PIPE HANGER (SEE CHART) SEISMIC BRACING IIF FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WAILI' MOTOR GONG ELECTRIC BELL 1A 6x21-0 WELDED PIPE TAG 9-0 PIPE LENGTH BRANCHLINE NUMBER HYDRAULIC NODE CEN ILRLINE OF PIPE TO DECK os' -o" CEILING ELEVATION 'A.F.F. ELEVATION DATUM ❑THIS SYSTEM IS TA THIS SYSTEM IS NOT HYDRAWCALLY DESIGNED Lt HYDRAULICALLY DESIGNED X13 CONC. ANCHOR, ROD CPLG., ROD & RING L "L" ROD SYM. SPRINKLER TYPE MFG. MODEL ORIFICE FINISH CANOPY TEMP. K -FAC. QTY. FLOW TES I STATIC RESIDUAL GPM FLOWING DATE & TIME B SAMMY SUPER SCREW MODEL "GST -20" M MACHINE THREADED ROD NEW STD. RESPONSE HORIZ. SIDEWALL TYCO TY -B 112" BRS. N/A 286° 5.6 4 C "C" CLAMP N TOGGLE NUT #2 TOP BEAM CLAMP W/ STRAP P POWDER DRIVEN STUD O EXIST. BRS. UPRIGHTS XXX X BRS. E EYE ROD R WEDGE ANCHOR SYSTEM DESIGN REMOTE AREA X DENSITY X MAX. AREA/HEAD X F FLUSH SHELL S SAMMY SUPER SCREW (SWG20) G CEILING FLANGE S30 SAMMY SUPER SCREW (GST3O) H SIDE BEAM BRACKET TRAPEZE K -FACTOR X SOURCE OF DATA: ELEV: XX' ZONE: XX J "J" BOLT U UNISTRUT K SHORT CLIP W TOTAL THIS SHEET inivionm Fire S • rinklers WA CL# FIRESI*988RJ 1014 North St. Sumner, WA 98390 (253) 826-0099 PROJECT: ZONES, INC. 6540 SOUTH GLACIER ST. TUKWILA, WA CONTRACT WITH: DACO MATERIAL HANDLINQAID 15805 SE 264TH ST. OCT 2 0 2005 KENT, WA 98032 (800) 345-3226 6540 S GLACIER ST 160 05-S-203 Tukwila Fire -ZV�.'r 7 775' DESIGNER: JEFF IACCHEI DATE: OCT -18, 2005 SCALE: 1/4"=1'-0" HAZARD: RACK STORAGE AHJ CITY OF TUKWILA JOB # 1431 SHEET # FS -1 of 1 '.._ F, FLOOD CONTROL. NORKS .....x.. f,;;, ,.. • .,,F,�, \ '�•. \\4 _.gam ^•` M \'••••:\' EXISTING DEMISING WALL S4, + 4t•r *Ato,WS Al . 2.4*,1 4,4k . N. 1'r • ,'w:04,...4* '► ,, 404 tr• '\ f \\, \\. \\ •\• 2353 130ti'i Ave=nue NE, Suite 202 Bellevue, WA 98005 425 869 1946 (fax) 425 885 6208 • \. \. • ti } r ,\\\\\\,` \• .. \ \\• \ \• '4s if VISION _.. . „..._. SEE 1/A2.1 FOR tNfARGED "LAN._ _.,,>.... 4 Li a° • ..-.., ...,... ...m•...r,......, r^�/d"4` 9 vi &.✓im• �'\r�'�4 : M,,.L ta ,A<.✓125 ...........4mi "Yri _ �� .......,_,.,..,., ..,.,,..,,..w. _..,.. .. s. • •J 1..6" \Y^Y.3�:✓' r. / q S3.1 ftt‘ r .( : / 02' Z w 'ti..2° °� f ,... i sJ 1E3 NORTH • E3 N ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions whicndo not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. FORMATL Ve nTree TENANT IMPROVEMENT GLACIER CASCADE BUSINESS CENTEI Washington Date: SITE PLAN Please call: 575-4407 and give this job 0 15 30 60 6540 S GLACIER ST 140 00—F-300 FILE 1,4P13" SITE PLAN DESIGNED BY. DRAWN BY. REVIEWED BY. APPROVED BY. DATE. 04 05 00 SHEET NO. PROJECT NO. 97016.12.075 A .t 1999 SYNTHESIS, LLC LIGHT FIXTURE LEGEND NOTE: LIGHTING LOCATIONS SHOWN FOR ENERGY CALCULATIONS AND APPROXIMATE LOCATIONS ONLY - FINAL FIXTURE COUNT AND LOCATIONS TO BE PREPAIRED BY ELECTRICAL DESIGN/BUILD CONTRACTOR V- 3 LAMP, RECESSED 2x4 FLUORESCENT, INPUT 116 WATTS 2 LAMP, 1'x4' SURFACE-MNT FLUORESCENT WI WRAP-AROUND ACRYLIC LENS, IMPUT 64 WATTS OHI -BAY METAL HALIDE PENDANT, 400 WATT LAMP IMPUT 450 WATTS EXIT NORTH WALL OR CLG MOUNT ILLUMINATED EXIT SIGN, W/ DIRECTION ARROW AS INDICATED, EMERGENCY POWER PACK, WHITE HOUSING W/ RED LETTERS, TWO 5 WATT COMPACT FLUORESCENT LAMPS. REFLECTED CEILING PLAN KEYNOTES REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" SUSPENDED ACOUSTICAL CEILING - SEE DETAIL 5/A9.1 AND 10/A9.1 GWB CEILING - SEE DETAIL 5/A9.1 EXHAUST FAN 6'-0" CURTAIN BOARD - SEE DETAIL 7/A9.1 PER 1997 UNIFORM FIRE CODE - TABLE 81-B 4'-0" X 8'-0" SMOKE VENT - EXISTING 4'-0" X 8'-0" SMOKE VENT - NEW 13'-6" 25'-9" BLOOD TIROL Ec > 27'-3" "4: RELOCATE EXISTING SMOKE VENT TO SOUTH TENANT SPACE, TYP 7'-11 1/2" 5'-7" OPEN OFFICE 110 N- WOMEN 7H -H1b6 2'-11i OPEN OFFICE 107 16'-0" OPEN OFFICE 104 102b ti F- V) NORTH Iiii OFFICE 103 1L WAREHOUSE 100 2353 130th Avenue IVES Suite 202 Bellevue, WA 98005 425 869 1946 (fax) 425 885 6208 4,t4 OP S v'ISIO 1 07 13 00 REVISION 09 21 99 PERMIT SET ISSUE NO. DATE ITEM OFESSIO SEE ENLARGED-- LAN NLARGED--LAN THIS SHEET Qena�r ev � I s v\- I eNc..,s p, \ scG 0ri r VenTree TENANT IMPROVEMENT GLACIER CASCADE BUSINESS CENTEI Tukwilla, Washington IEET INFORMATI RELEASE FOR. PERMIT SUBMITTAL TITLE. FIRST FLOOR PLAN 6,50 5S/ - DESIGNED BY. DRAWN BY. („X...)- APPROVED „U- REVIEWED BY. RB APPROVED BY. RB DAIS 04 05 00 SHEET NO. PROJECT NO. 97016.12.076 A2:1 m 1999 SYNTHESIS. LLC i i I r 11111■IN ■ I I I 110 Pj11111111 18 ;-,-1. Are oirdh -j ..*,,,,,,!,0 pi t('-': ...-‘40._ iiIiIi L . _- I o, � OP ....IM lip NOW 1 __. ION' .__OF' ,© - 4o. 41 — \ REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" SUSPENDED ACOUSTICAL CEILING - SEE DETAIL 5/A9.1 AND 10/A9.1 GWB CEILING - SEE DETAIL 5/A9.1 EXHAUST FAN 6'-0" CURTAIN BOARD - SEE DETAIL 7/A9.1 PER 1997 UNIFORM FIRE CODE - TABLE 81-B 4'-0" X 8'-0" SMOKE VENT - EXISTING 4'-0" X 8'-0" SMOKE VENT - NEW 13'-6" 25'-9" BLOOD TIROL Ec > 27'-3" "4: RELOCATE EXISTING SMOKE VENT TO SOUTH TENANT SPACE, TYP 7'-11 1/2" 5'-7" OPEN OFFICE 110 N- WOMEN 7H -H1b6 2'-11i OPEN OFFICE 107 16'-0" OPEN OFFICE 104 102b ti F- V) NORTH Iiii OFFICE 103 1L WAREHOUSE 100 2353 130th Avenue IVES Suite 202 Bellevue, WA 98005 425 869 1946 (fax) 425 885 6208 4,t4 OP S v'ISIO 1 07 13 00 REVISION 09 21 99 PERMIT SET ISSUE NO. DATE ITEM OFESSIO SEE ENLARGED-- LAN NLARGED--LAN THIS SHEET Qena�r ev � I s v\- I eNc..,s p, \ scG 0ri r VenTree TENANT IMPROVEMENT GLACIER CASCADE BUSINESS CENTEI Tukwilla, Washington IEET INFORMATI RELEASE FOR. PERMIT SUBMITTAL TITLE. FIRST FLOOR PLAN 6,50 5S/ - DESIGNED BY. DRAWN BY. („X...)- APPROVED „U- REVIEWED BY. RB APPROVED BY. RB DAIS 04 05 00 SHEET NO. PROJECT NO. 97016.12.076 A2:1 m 1999 SYNTHESIS. LLC 6 tt X 2) P (41 E% 0 V E _s C J C t U • F PARTIAL FIRST FLOOR PLAN SCALE: 1/16"=1'0" ZONES, INC. - FIRE ALARM MODIFICATION 1 THIS PAGE SHOULD BE 24" X 36" IF THIS SHEET IS ANY OTHER SIZE, ADJUST THE SCALE ACCORDINGLY FLAG \OTFS: RFLOCATD -ORS/ST ACCOVODATF ACK!\ SCOFF OF WO L_LOCAL- O\ \-W LOCATIO K: E (1) -OBF TO G CI IANG 6 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptancg Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee anti termination of the testinr94 XISTI\C \ FOR C-ANCES O\/ST I\ QAC ?.ALL OWILL RIAIN I\ CRRL\T LOCATIO\SS 3ALL J EVICIS ARE =XISTI\ LE FUKWILA FIRE DEPARTMENT, Please call: 575.4402 and give this job J - and exact address for shut. down or restoration approval. O3L To Ki\G. I ACCEPTED Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire - Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and o:iir a, ces. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /°-`)`3 --DC By: (l 6540 S GLACIER ST 160 05-F-212 PAID OCT 2 8 2005 Tukwila Fire -;721(0 7s LEGAL NOTICE THE PLANS AND SPECIFICATIONS ARE COPYRIGHT MATERIALS AND ARE THE SOLE PROPERTY OF EVERGREEN FIRE AND SECURITY. ANY INFRINGEMENT ON THE COPYRIGHT OR UNAUTHORIZED USE OF THESE PLANS OR SPECIFICATIONS RENDERS THE USER LIABLE TO THE LAWS OF THE UNITED STATES. GENERAL NOTES REVISIONS/NOTES CHANGE DATE APPRVD BY FOR SUBMITTAL 10/27/05 FOG JOB DETAILS DESIGNED BY: FOG DRAWN BY: LFL CHECKED BY: FOG CREATION DATE: 10/27/05 DRAWING SCALE: VARIES j JOB NAME ZONES, INC. 6540 S. GLACIER ST. SUITE 160 TUKWILA, WA 98188 SUBMITTED BY EVERGREEN FIRE AND SECURITY 3215 SOUTH 12TH STREET TACOMA, WA. 98405 253-627-3794 SHEET SHEET NUMBER FAO1 OF' 1 \ 7FVICF LFF ADDRESSABLE PULL STATIN P Hf1RN/STROBE, WALL MOUNTED -° n LE FUKWILA FIRE DEPARTMENT, Please call: 575.4402 and give this job J - and exact address for shut. down or restoration approval. O3L To Ki\G. I ACCEPTED Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire - Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and o:iir a, ces. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /°-`)`3 --DC By: (l 6540 S GLACIER ST 160 05-F-212 PAID OCT 2 8 2005 Tukwila Fire -;721(0 7s LEGAL NOTICE THE PLANS AND SPECIFICATIONS ARE COPYRIGHT MATERIALS AND ARE THE SOLE PROPERTY OF EVERGREEN FIRE AND SECURITY. ANY INFRINGEMENT ON THE COPYRIGHT OR UNAUTHORIZED USE OF THESE PLANS OR SPECIFICATIONS RENDERS THE USER LIABLE TO THE LAWS OF THE UNITED STATES. GENERAL NOTES REVISIONS/NOTES CHANGE DATE APPRVD BY FOR SUBMITTAL 10/27/05 FOG JOB DETAILS DESIGNED BY: FOG DRAWN BY: LFL CHECKED BY: FOG CREATION DATE: 10/27/05 DRAWING SCALE: VARIES j JOB NAME ZONES, INC. 6540 S. GLACIER ST. SUITE 160 TUKWILA, WA 98188 SUBMITTED BY EVERGREEN FIRE AND SECURITY 3215 SOUTH 12TH STREET TACOMA, WA. 98405 253-627-3794 SHEET SHEET NUMBER FAO1 OF' 1 REVISIONS NO. PAT! E 5 -22 -se IS'Y ATI!. Are. -C; • e• .c a•—• . .2q; c'''c' C_ ., ...- -25 CO 2 i ac............ . IIMP . •••• cc 5 i..7..., ,-... v - E7Il4gs.c.a_Is4I_ei8.e..7i °o l=l""l§c7•..•, . I.2...12a.CC0... lEE:--:g;;7O1,1: "I-::iE::.• . ..fE&...,. E 0 —43 "E• mia,„ 0 ''''..... at o N:, • cs 0 CIL ?LID ° 0 .4) 4;t: 11 ' . .0'1; (XS6— j i i blie ......, 8-e- . .. (.054o C.3-10‘(,75cc '"""11411r (N. 4' '3' 4' 43' 4' '3' 4' '3' 4' 9' 4' of 4' 41"11 1111•MONIM1.1..11 0 in 0 rficp Efl Flom. Alr-rm 4.06Arell ?Pkt`it AO y. gwer Putt = ouk Sot rizA\ 0 = SoNoNke De.kte.).tir A5PI-IALT RAMP t21•01" ( 0 0 12' 641-0" 125'-0" 9V-0* 149'-0" 500 -0" NOTEE5 SEMI 41EATE SCALE 1" • 1W-0" 7'.'"'7,777.777771777,7777.71.77"."777'"'",""' • '"7"7.77"'"7".'"77. ••• ori L SMOKE VETOING AN DRAFT CLIRTANS SALL BE PROVIDED Al' SUBMITTAL OF TENANT IrtPROVEMENTS F REQUIRED BASED 04 TENANT USE OF SPACE. IRE QU 1 REM ENT5: 1. TI -E SPACE MUST MEET THE HEATING OUTPUT REOJIREMENTS BELOW FOR THE APPROPRIATE CLIMATE ZONE. CLIMATE ZONE h 3-8 BIU/(14R. SC. FT) OR C.68 - 234 UV 60. T. 2. LOCATE HEATING UNIT CONTROLS NO LOWER THAN THE HEATING; UNIT. 3. INSTALL NEATW1 UNIT CONTROLS THAT DO NOT ALLOW HEATING ABOVE 44 DEGREES P. 4. INSULATE THE ROOF TO MEET ONE C TIE FOUR INSULATION OPTIONS ALLOWED FOR TI -E APPROPRIATE CLIMATE ZONE. CLIMATE ZONE 11 A. U*0.1 MAX116121 FOR THE ROOF ASSEMBLY 5. TI-Egr10C0UPLES MAY fsE AccErnAi3LE AS HEATM UNIT CONTROL 60R& A TI-ERMOCOUPLE MAY BE INSTALLED AT THE LEVEL OF THE 1 -EATING EQUIMENT AND CONNECTED TO A MOM EASILY ACCESSIBLE THERMOSTAT. 6. WI -EN A HEATED SPACE AND AISF-LIATF-D SPACE SHARE AN ENVELOPE COMPONENT SUCH AS A WALL, THE CC 94T MATE RILLY TED TO THE MATED SPACE REQUIREMENTS OF THE NEC. 1. WASHINGTON STATE BUILDING' CODE 44TERPRETATI04 (WSISCI) 140. 34-52. THE ENVELOPE U -FACTOR REQUIREMENTS HERE APPLY TO THE ENTIRE G moo= AREA NCLUDNII SKYLIGHT& TIE R -VALES ARE MINIMAL NOMINAL INSULATION LEVEL6. n7" 6540 S GLACIER ST 99-F-064 w aJ IL 41 FLOOR PLAN • . • r, JOB NO. Si PRAM STAFF CHECKED ATS DATE 2-11-16 42.01 gEt;ZTTf` MAR 3 1009 s.)j Azior 42r-- • NEW TENANT • :tWV#V00- THE SION 0 CHITECTURE,4 DESIGI CHNOLOGY& PEOP NOTICE A completed, signed, Tukwila Fire bepartment 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 $40 Re - Inspection Fee and termination of the testing. • .. • " • . • ••• . • • • NORTH OVERALL SITE PLAN SCALE: 1".= 30'-0" . . 2353 130th Avenue NE, Suite 202 Bellevue, WA 98005 425 869 1946 (fax) 425 885 6208 ACCEPTED Without Comments 0 As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings Tor .subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau.• Date: '/./ v 1By:, TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job • 0(20-f----1941 ay, v ,r restoration approval 4nd exact address for shut. FILE "t 1 03/10/2000 PERMIT SET ISSUE NO. DATE • ITEM 4.evm--S4.4,•‘: -:.:t•W -4.1t-v=5214 '4,1%4,-, FSS1 0 -4Vfe-A"..% EJECT,ORMATI MICROSERV GLACIER CASCADE BUSINESS CENTER TUKWILA, WA SHEET NFORMATION RELEASE FOR. PERMIT SUBMITTAL TITLE. OVERALL SITE PLAN DESIGNED BY. DRAWN BY. REVIEWED 8Y. RB APPROVED BY. R8 , ... ......... A ‘ .. .... 03/10/00, 1 1 SHEET NO. • 1.- • • PROJECT 97016.12.098 • 6540 S GLACIER ST 160 • . 00-F-196 • • 1999 SYNTHESIS, LLC WAREHOUSE 100 48'-8 5/8"i It 8'-3 3/4" 50'-0" " " CONC CONC 9'-0 1/2" 6'-9 1/2" 19'-2 1/2" 14'-11 1/2" L CONC VCT 2'-O" 2'-0" U 101A U 101E CHAMFER TYP AFT COUNTER © 30" Ar r 1` 4A TYP LAB 101 TYP 4� '-'.moo` CO 7.1 N VCT 3 vL) CPT 6 CPT CPT • OPEN OFFICE 107 CPT 7.-5" AIR COUPLING NORTH r 1' 1 102/ 2 0 7 COMPRESSOR STORAGE 4A 4A LUNCH 104 VCT a CO 1) EXISTING CO M Alp 4A 4A PARTIAL FLOOR PLAN SCALE: 1/4"=1'-0" • I CONFERENCE 106 4A 6V If 9)4 1/451.1) c• —i" 4A l SD V = s Stzotic Rogo ISTgog6. 0 = DOC -A Deck c{or STATt o ry pv.0\1 • o c. i3 of vze v S Trot, i \e Alo. eITAy a\\P vlNykS power Act Power A.1 2353 130th Avenue NE, Suite 202 Bellevue, WA 98005 425 869 1946 (fax) 425 885 6208 1 03/10/2000 PERMIT SET ISSUE NO. DATE ITEM MICROSERV GLACIER CASCADE BUSINESS CENTER TUKWILA, WA SI�E.E.t INFORMAtI�' M . RELEASE FOR/. PERMIT SUBMITTAL' TITLE.:: PARTIAL FLOOR PLAN s`lv S ket`cir DESIGNED, BY• REVEWED•BY. RB DRAWN BY. APPROVED BY. RB DATE. 03/10/00 84 T NO. 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