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HomeMy WebLinkAboutPermit 6913 - Zellerbach - Office and Mezzanine•3111111R11•0 •• Z. LI- �����N IF)Yk 00 0 � is J BULLDE 3 PERM' (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: .l, ..r! '� 'rp l., car.µ ;1 +'a' �:• :� ti.r �r{ ��;^, i' �^ klk' r'.' r':: f.• 4�;:{ �: 1;::; �y< ,lkys, %f;a:>4�,���,aiir+};�(':' rk��t;;:''. t•`."',. • . .v:" .'•.. • DESCRIPTION AMOUNT BUILDING PERMIT FEE 2, 286.00 PLAN CHECK FEE 1 486.00 BUILDING SURCHARGE 4.50 OTHER:. RCPT # TOTAL : 3,77.6.50 PLAN CHECK NO.: 91 -479 SITE ADDRESS 13035 Gateway Dr PROJECT NAME/TENANT Zellerbach VALUE OF CONSTRUCTION - $ 582,100.00 ASSESSOR ACCOUNTS 000480 -0015 TYPE OF New Building U Addition v Tenant Improvement (commercial) j Demolition (building) (_ j Grading /Fill WORK: Q Rack Storage Li Reroof Q Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct office mezzanine and office improvements. PROPERTY OWNER Bedford• - Properties PHONE 241 -1103 ADDRESS 12720 Gateway Drive, Suite 107, Seattle, WA ZAP 98168 CONTRACTOR SGA PHONE 367 -2191 ADDRESS P.O. Box 33978, Seattle, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # STEPHGA099BP EXP. DATE 1 -10 -92 ARCHITECT David Kehle, Architect PHONE 433 -8997 ADDRESS 12878 Interurban Avenue South, Seattle, WA ZIP 98168 ,1 . 1' !i r USE . .. t. .. .. Office .,' .. . . - :1�•1 /B -2 •;.� •r .. ': f' . �`�t�11�• '�'•.. Warehous/ B -2 �CODF� ■A�OMP.L11Ti1■w� •;:, ;:. ,.. '.:: :I:. �• }li.l +'il 'i�'.J••i'/': �..�,y -.;i • .1:. 1'�'-� �.�!•'f•y .. ..I1 . 'iii' � . '' /1•.. . / : / 7 FLOOR i. W SQUARE FEET OCC. LOAD SQUARE FEET OCC, LOAD SQUARE FEE' OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD 1st 14,900 149 4;500 9 19,400 158 ltd < 17,800 178 17,800 178 TOTAL 37,200 336 TYPE OF CONST.: V —N UBC EDITION (year) 1988 SETBACKS: N — s- E- W — FIRE PROTECTION: ®Sprinklers [] Detectors Q N/A UTILITY PERMITS REQUIRED? Yes Q No E (PublicWo ZONING: BAR /LAND USE CONDITIONS? O Yes ®No CONDITIONS (other than those noted on or attached to permit/plans) APPROVED FOR ISSUANCE BY: BUILDING OFFICIAL. DATE: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction • he performance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: DATE: / /3 " 9j PRINT NAME: (MIS- / (k-m COMPANY: /)or/L/ Oh 0, (17/7 /(7L This permit shall become null and void if. the work is not commenced within 180 days from the date Of.. issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection CERTIFICATE OF OCCUPANCY NO. DATE ISSUED: BUILDING ?ERMIT APPLICATION TRACKING INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) 4 SQUARE OCC. FEET LOAD S SQUARE FEET LkkrcD OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD TOTAL DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTMV11 ,BUILDING - initial review FIRE :.:..:.::..:. REQUIR MENTS J. COMMENTS CONSULTANT: Date Sent I21Zolci ~,PLANNING PUBLIC ORKS 0 OTHER INIT: INIT: FIRE PROTECTION: ►:4 S • rinklers FIRE DEPT. LETTER DA D: Detectors N/A t2 /2. INSPECTOR: -4„, / /l /fz INIT: ZONING: BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? ammo PUBLIC WORKS LETTER DATED: /goZ E- 'SZIBUILDING - final review 10 REVIEW COMPLETED TYPE OF CONSTRUCTION: UBC EDITION (year): S `P PERMIT NO. CONTACTED DATE NOTIFIED l ` r.6 1 l 2 J BY) `�cl 3(jJ DATE READY PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) BY� ) AMOUNT OWING t aO' S 3RD NOTIFICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION (206) 431 -3670 BUILDR$ PERMIT APPLiCATION PLAN CHECK NUMBER AMOUNT RCPT. # DATE BUILDING PERMIT FEE PLAN CHECK FEE.: SITE ADDRESS SUITE # 1303�i OA�e.wayy Or, 11 q VALUE OF CONSTRUCTION - 4 5- e 2 ZI00Its- ASSESSOR ACCOUNT# oao --4eo -oor5- (commercial) Li Demolition (building) 0 Other: PROJECT NAME/TENANT his) 4 9 /Ze ( .er►�a� TYPE"OF LI New Building L Addition Tenant Improvement WORK: 0 Rack Storage O Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: Cow{ -■•c, Op t., o-P A. OP-P i c e w+.`a -Za i.% 1 .< A. ‘-• 0 'P4'1 < C I. t.7 1 fro V e w, 24i1.4-5 .- 0. 11. yi-. •P t oo - p i Le (a . BUILDING USE (office, warehouse, etc.) 0 w a V-12 (10 .&5-C2-- 1 k 1 C-C / NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? lifl No O Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 14,*•°• tet)071'PArea of Construction: o "e 2'504 & t„1e2.2. I 1,14704.c: tvube . 45-at WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? g-No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER is, 7 2 0 er,o w� AI,; �,. PHONE 2.41,_ PHONE 1 (D 3 ZIPgoI ADDRESS 12.1.1.0 0.4k4-4e n►^• ►v� 6.;•+e l07 CONTRACTOR r OT ADDRESS T`0, 60)< 33,776 '3 szq. Wa. ZIP WA. ST. CONTRACTOR'S LICENSE # G EXP. DATE ARCHITECT raw :4) K .e. rh re A v-c,L. PHONE 3 3_ 8 9� ADDRESS �...r�av► �ue�. ' �J�•� l2 b�9 (4)di 7. IPe�81(T 8 I'HCREBY;CERTIFY;;THAT.i iiAVE:READ AND.. EXAMiNEDTHIS AP:PLICATION;'ANC lGNpW:THE SA�1IE ': BE .TRUE AND CORRECT, AND I SAM AUTHORIZED TA'.APP,LY Fdf y THIS PERMIT BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE CONTACT PERSON DATE PRINT NAME N k - y /514.1_4(.. ADDRESS 12.ele 14-1•4vwe -lank, e• a5 ar,.A.,2. 1 V/ & /9/ PHONE 41453_8? 47 CITY/ZIP 9 e fag PHONE c. 3 3 . 8 9 4 7 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED ql DATE APPLICATION EXPIRES g-a COMMERCIAL — NEW COMMERCIAL BUILDINGS /ADDITIONS. Completed building permit application (one for each structure). •- SUE(( MITTAL CHECKLIST Assessor Account Number Two sots (2) of the following: �� Specifications Structural calculations stamped by a Washington State licensed Soils report stamped by a Washington. State licensed engineer • Topographical survey Energy calculations stamped by a Washington State licensed: engineer or architect Lj Legal description Working drawings, stamped by a Washington State licensed — architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan Completed utility permit application (one' for entire project) Six (6) sets of civil drawings NOTE See utility permit application and checklist for specific utility submittal requirements RACK STORAGE:: ri Completed building permit application Assessor Account Number Two (2) sets of plans, which include:' ri Building floor plan showing • Entire space where racks will be located :. • Exit doors' °. • Dimensions of all aisles Li Tenant space floor plan showing rack storage layout, aisles and exits:.. NOTE : include dimensions of racks (height, width and length), aisles and exit ways on plan fl Structural calculations stamped by a Washington State licensed engineer (rack storage B and over) RESIDENTiAL NEW SINGLE•FAMILY: DWELLINGS /ADDITIONS COMMERCIAL, TENANT IMPROVEMENTS ' ' Completed building permit application (One-for pach Assessor Account Number Two (2) sets of construction •plans, which include:; Site plan Location :of .tenant, space Existing and proposed, parking Landscape plan (if applicable, i:e , change of use n Overall building plan' Tenant location •: Use,of adjacent (common wall) tenant Overall.dimensions of building; or square,foota structure or "Floor elan of proposed tenant space; • Tenant space plan with use of each room label! • Exit doors; egress patterns : • New: walls; existing wall, and; walls to be demolish Construction 'details • Cross sections showing wall construction and method o :attachment, for floor and ceiling: Structural calculations stamped by a: Washington State licensed:,.' : engineer may be requires if structural work is to be done (2 sets) NOTE If any Utility work is to be done,; submit separate utility permit: application and plans REROOF'.: Completed building permit application (one for: each structure Assessor Account Number Narrative describing existing roof, material being material being installed, • removed, an NOTE: A .certification letter is required prior to final inspection and sign off of they permit 'ANTENNA/SATELLITE DISHES Completed building. permit application n 'AsSasSor Account Number sets of plans;`:which include Site. Plan (showing building and location of antennalsatellite dis Details antonna/sateliite dish and method of attachment, Structural calculations: stamped bye Washington State license< engineer maybe required Completed building permit application ,(one for each structure) Fl Legal description riAssessor Account Number.. Two sots (2) of:working drawings, which Include: RESIDENTIAL REMODELS Completed building permit application (one for'each structure • Assessor Account Number Two :(2) sets;of working drawings; which include " •Site plan:; (Ors plan, show closest hydrant locution : • Foundation plan ,: Include access to building, showing' • Floor plan width and length of access.),; • Roof plan • Building elevations (all views) •. Building cross - section • Structural framing plans Washington State Energy Code data utility permit application I-1 Six (6) sets of site plans showing utilities::. NOTE: .Buildir)gshe plan and utility site plan may be combined.. See utility permit application and checklist for specific submittal requirements Additional topographical and soils information may be required if unique site conditions. Site 'plan Foundation plan Floor: plan Roof plan Building. elevations (all views ...Building cross-:sectiOn <: Structural framing plans NOTE: If any utility work is to` be done provide utility d plans must be submitted REROOFS n Completed ,building permit application'( one for each structure) 1J Assessor Account Number Narrative describing existing roof, matenal•buing removed, and material being installed NOTE: A certification letter is required prior to final Inspection and sign -, ty permit a 'pllcaticn CITY OF TUKWI LA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 R I GEIVED CITY OF Tt}KWILA tU0 20 t9'2. PERMIT CENTER * *REVISION SUBMITTAL ** DATE PROJECT NAME Ze 1ler.0 ADDRESS 1 3035 6ATr wiq V12 su;4-t IN CONTACT PERSON twimv, k r N 1,E CHIT' •R ENGINEER 177AV1rD PHONE 773 -q-2 PERMIT NUMBER_____ (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: • (4krIO0, t.e ct-ri cal re i51` s • gec. CIy,P1005 s�vr rcokto�.r.i5 r a,;orv.5 • revnove� (1 v' - - zXo 4iam N nom„, �- q Po rww+; ,1 splinp rer, . 44,4 iGe =r" 5Cv ? on" Me zz.A, r 1 . »w J _ i rt e/C :M t,i`jlsser" AA! a t2cG4 &) c: r2 i -lose. Flo; l-i o N v'2 SkaCc �-� V2� tl t UM1 tte. lam' il he 4 Lc.c'g dcr, +o UNder l.u,A-h ii.-Jded `` A��ss dwr• i-o uhlJcrnle�ih c,; r' �6 - Ffor�i c1oyek • r("-....-WIP .J he $'a�,a {aexi r��r o4 i #� l8 "y Jr # ! o - ivp,l;�i S'am le, rmorv, 46. 4 Mvdp 54or& bhrli- door tc. 1 ro double de'ar,, • 4 , fox& Woo bvwecr NW- .4-0 emt t.'4' wa\\ or .sri ' • tonovsd t Sid WAS\ tb?l1"44fN Pn'6'}2h1)' 6011 tk i4' 1N1 pwfi'cy? ifiiy roar%+M- iS id be c1v,h on) SHEET NUMBER (S) k\ - A =(D "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: - rI N C1jY OV AO \ E D Cobb roIT(i - 1 , 2 Rr-o►i Cad- roo rt * V3 ApirRbv eow ONLY WITH DIV./ OF t's.NGWSOt SpAcg x roots \ r Gioe. vtiva 5 19S2 L)1\I ,F . CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 RECEIVED CITY OF TUKWILA FEB 141992 PERMIT CENTER * *REVISION SUBMITTAL ** DATE 21 1 ( i 2 PROJECT NAME ADDRESS CONTACT PERSON ARCHITECT OR ENGINEER } N o,�► 2- e l i e 6 PHONE 4t 3 3- g 99 7 PERMIT NUMBER a 9r/ 3 (If previously issued) PLAN CHECK NUMBER 4!- IIq TYPE OF REVISION: FI 1aeq a roowi G /1441'11R o01-fri Prt X51_1734111 IF or -tom t5'L33,%11xI81oll a: a Door 46. / 5 41 4- o 14L42- Iti • APPROVED I' FEB 1 9 1992 SHEET NUMBERS) ';'";� r,m;:,ION •• "Cloud" or highlight all areas of revisions''and�'date revisions. SUBMITTED TO: KQY) CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD T'UKWILA, WA 98188 (206) 433 -1851 RECEIVED CITY OFTUKWIIA JAN 1 4 1992 PERMIT CENTER * *REVISION SUBMITTAL ** DATE 1/ I4 / PROJECT NAME e.1 Gr IQacr1.1 ADDRESS f 3 O3 5- aA so"y 0,4 0 .c_ CONTACT PERSON A I a u S_ vi5 a ARCHITECT OR ENGINEER fl ) A rCLI. 1l'I PHONE 'q' 31-- 8 9.97 PERMIT NUMBER ro 3 (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: ALL\ 5�- rra� -�- u V-q' �-� a. vh �S -j-� .2� ! S�'1�►, ro oT 6-1-1,44 44-v-e 4-0 'S c.4 pr o ne lA) R V%t 1d I O eolr'y . BUIL SHEET NUMBER(S) 'S - n ' at) t 4- . • re O o bw, l "Cloud" or highlight all areas of revisions an date re isions. SUBMITTED TO: CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 RECEIVED CITY OF TUKWILA DEC 19 1991 PERMIT CENTER * *REVISION SUBMITTAL ** DATE I71 /4 PROJECT NAME .e !Le ADDRESS CONTACT PERSON l ARCHITECT OR ENGINEER baui d Z-444 i.< PHONE +3 3-8q q7 PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER A l 7 q TYPE OF REVISION :_ A 1-42d t5) 'v, • -i-�d as wt A . • w� 1 - �. m.e. R oawt 5 i4) clo.vti0\2.) aaer6 6 F. 2-5- • w 14 t5) $114-,A-7 a.4d Qd 1 e rAvig.e) oezA•iovps t5_ SHEET NUMBER(S) A- A-1- "Cloud" or highlight all area SUBMITTED TO: 7 -- 5 -7- GJ of revisions and date revisions. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 • (206) 433 -1851 RECEIVED CITY OF TUKWILA NOV 2 0 1 91 PERMIT CENTER **REVISION SUBMITTAL** DATE I 1 ' 2° - qf PROJECT NAME Zest" ha41/1 9aa-two% Ca d V- ADDRESS CONTACT PERSON PAVI % k Ei—/L S kRCItITEC) OR ENGINEER 1i4Ul [� (igiL/ PHONE X33 -8917 PERMIT NUMBER (If previously issued) (]r PLAN CHECK NUMBER "l I , `'�-1 G TYPE OF REVISION: f1/a:e-AlkrtiIr1 Ih1e-7 ke,P/tc4-€ c 4 f,'►,► N1'tit5 SHEET NUMBER(S)_A"; 1 ,A-4 • "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: keh1 Za (KY) Pexmk 61 l3 STEEL STUD BRACE @ 8'- 0" O.C. TO ROOF PURLIN - ATTACH TO TOP OF WALL AND PURLIN 10' -0" BATT INSULATION - R -I1 - VERIFY W /ENERGY CALCS. TYP. OFFICE WALL FRAMING W /BATT INSULATION 3 I /2" x 25 GA. STEEL STUDS @ 24" 0/C /---5/8" GYP. BD. EACH SIDE MTL, PAINTED BLAC FASTENED @ MAX, 6" O.C, SOUND CAULK PRIOR TO ATTACHING GYP, BD. RECEIVED CITY OF TtUKWILA NOV 1 9 1991 PERMIT CENTER TYPICAL PERIMETER OFFICE TO WAREHOUSE SCALE: 1 1/2" = I' -0" watipp9 of �Qu Apps 1yyL - �-'"k- U tJ� O'�t15 4� roll SPACE GYP.BD. TO G.L.B. ROOF STRUCTURE G.L.B. GYP. BD. EA. SIDE fr 6' DEEP 1EG TRACK ATTACH T G.L.B. W/3 — 15/8" SCREWS C 2' -0" O.C. (DEEP LEG IS 2 ") STUDS 20 GA, @ 2' —O" O,C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE V. GYP.BD. ATTACHED TO STUD — NOT TO GLB OR TRACK— LAP 11/2" ON GLB NOTE: I) SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS 2) FOAM ANY WALL PANETRATIONS FOR SOUND (ELEC., TELEPHONE, ETC.) 3) CAULK GYP. BD, TO CONCRETE SLAB. ALT.. HEAD DETAIL SCALE: i I /2" = 1' -0" SECTION ALUMINUM WINDOW FRAME AND INSUL. WINDOW SHIM AND CAULK CAULK 5/8" GYP, BD. 1/2" AIR SPACE VAPOR BARRIER INSULATION MIN, R -8 LX I '''I's 410 -j c. WALL 1/4" TO 1/2" a; VARIES -HOLD A ' CONT. CAULK WIDTH TO GYP, BD. SILL @ CONC. BULKHEAD SCALE: 11/2 ". = 1' -0" SECTION BLACK TRACK ALUMINUM BREAK METAL CUT BOTTOM SNAP- IN ALUMINUM @ FRAME TO ALLOW GLASS CHANGING GASKETS 1/4" INFILL WITH WOOD SILL BELOW DEEP LEG TRACK ATTACH @ SILL AND CEILING GYP. BD, TO STEEL TRACK PROVIDE 1/2" AIR SPACE TO STEEL STUD AND ATTATCH GYP, BD. TO STUD WALL TO WINDOW SCALE: I I /2" = C-0" • -0" TAPING COMPOUND OVER PAPER- COVERED CORNER BEAD. SECTION 22' WIDE SOUND FOR WALLS GREATER BATTS EA. SIDE WALL THAN 8'- 0' I N SO ND WALL WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE I2ga. WIRES SPLAYED @ 45` TO AN I ) EYE SCREW @ ROOF ‘1( ( 1( \I ,AND TOP OF WALL %( 11 11 1( 11 ) ................. ,m•...I$u.► BLOCK @ GRID FOAM TAPE @ WALL PAINT EXTERIOR FLAT BLACK 2 I /2" RUBBER ASE C CARPET —' • d + i CONT. METAL TRIM, 3 I /2" 4 3/4 5/8" GYP. BD. (TYPE 'X' 0' FIRE --�+ RATED WALLS.) ACOUSTICAL BLANKET C SOUND WALL. CAULK GYP, BD. TO FLOOR C ALL SOUND AND INSUL. WALLS WALL SECTION SCALE: I I /2" = I' -0" SECTION 22' WIDE SOUND B.ATTS EA. SIDE WALL SO ND WALL FOR WALLS GREATER THAN 8'— 0' IN WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE l2go, WIRES SPLAYED @ 45` TO AN J EYE SCREW @ ROOF 'ND TOP OF WALL PAINT EXTERIOR FLAT BLACK 3 I/2'. 4 3/4'' --\`` + 5/8" GYP . BD . " I. (TYPE (TYPE X C FIRE �`'. -+ RATED WALLS.) 2 I/2" RUBBER ' +=c ACOUSTICAL BLANKET BASE @ CARPET -----"r4., C SOUND WALL . � CAULK GYP. BD. TO FLOOR C ALL SOUND AND INSUL, WALL SECTION WALLS SCALE: i I/2" = I' -0' SECTION LOCATE FANS ABOVE VALANCE AND SPRINKLER HEAD FINISHED CEILING W/ BATT INSULATION 2 SETS OF 2 -TUBE 4'- 0" FLOURESCENT LIGHT FIXTURES I /2 "xl 1/2" PARACUBE LENS (CHROME) VALANCE; GYP. BD WRAP - PAINT, (SEE DETAIL / ) FULL HEIGHT MIRROR x WIDTH OF COUNTER PAINTED GYP. BD,- SEMI -GLOSS ENAMEL PAPER TOWEL DISP• R.O. P.LAM WAINSCOTE STUD PLUMBING WALL (MIN 6 ") W/ BATT INSULATION P.LAM COUNTER TOP AND NOTCHED FACE (COLOR BAND TO. BE I I /2" x 4 "4- ALL FACES ON NOTCH ARE ;TO BE. ACCENT COLOR) COVED VINYL BASE (MIN. 6 ") ' @ RESTROOM TYP I CAL SECTION SCALE: I /2h = 1' -0" SECTION DEEP LEG TRACK - PAINT BLACK 3/4" x 2" FILLER BLACK NEOPRENE GASKETS 1/4" EACH SIDE OF FILLER SILL BELOW ATTACH @ SILL AND CEILING WOOD BLOCKING TYP, STEEL STUD DO NOT ATTACH GYP, BD, TO DEEP LEG TRACK FART ITION. TO MULLION SCALE: 1 1/2" = I' -0" SECTION NOTE: I. USE IN SEISMIC AREA AS REQ'D BY CODE 2. SUPPORTING WIRES TO BE #9 GA, @ 4' -0" 0/C CONNECTED TO BOTTOM CHORD OF TRUSS W/ I 1/4" EYE SCREWS. EMBED I" MIN. 3. UP TO 8' -0" A.F.F. SEISMIC INSTALL I2 GA,VERTICAL WIRE CONNECTED TO MAIN RUNNER & TO STRUCTURE ABOVE. INSTALL A SECTION OF 1/2" RIGID STEEL CONDUIT W /VERTICAL WIRE RUNNING THRU CENTER OF PIPE, PIPE TO RUN FROM TOP OF TEE TO BOTTOM OF STRUCTURE ABOVE, WRAP END OF VERTICAL WIRE AROUND PIPE BOTTOM, CROSS RUNNER INSTALL #12 GA. WIRE CROSS BRACING IN EA. PLANE OF MAIN RUNNER @ I2' -O" 0/C @ 45 ANGLE IN BOTH DIRECTIONS W/ THE FIRST POINT WITHIN 6' -0" FROM EA, WALL MAIN RUNNER BRACING NO SCALE 1:J 1M -DM Di 0 ni 1 33 0 C4, Cl) S AV H1Qr A au I " $ Ail. Kic 111 s�+ el r .. r' MILITARY. ■ i S Alt SAV - .�.............. 0 0 • xlm 1vN►odrn et ;cea 'y' -• CITY 0 DE ff I IKW f0 IT CE r r z w uJ Lt. I't.uv CONNECT TO EX. STUB FROM EX. CB #4 r • "-w I rl (' h ~, ltl , CB #3 TYPE "-s /r. I.E. • 14.95 w ► • • • 4 ry 51 • • • 19.15 !.I(_.j• +1At•11:' 21.50 BUILDING 5 F.F. = 21.50 'HIGH • MIN. ORI� f, I.E. • 10.40 a \e ADJ. RIM TO 16. • IX ..r ; •.1I. � ----.- O�pSr�H Ekes 2q•.' • 20 • .. Oo� "Y /V. 5p 18 �p p� '11(11:11; MIN. pOC, OR/ 17 r ,'d� —N ~`�' - D�JUTRIM TO 6.30 k HIGH �r 17 / p 17.20 I8 2t �h'/ Qe ` �R pAATAp �'6 ,-,,EAST 17.10 HP ,I a. V 0Ck • IGy ORIV�.I • 17 _ gip' . 2ii� DOCK HIGH � \' ��� 7 2 RIMT. •II I.E. ADJUST .50t RIM TO B F F REGIS EREO AR ••••.- ft , 1i • N fl v 1.41,'1 IS \; ,:, 4 a.r J ., • 1 I • Pr i(� LP ye. 9.15 t:" '4. 21.50 BUILDING 5 F.F. a' 211.50 L• • 'r',' "..1; 1. 14.5 MIN. LE. or 10.0' ADJUST RIM TO 18.20 .501 9 RIM TO 18.20 •0 hi 1.7 80 2524 RECn ERE!•) r DAVID E. KEIft.E STA1C OF WASHINGTON CURB CUT PER DETAIL ITYP.) by 831N33 11Wl3d raa DED CON u. C R a WITH CURB BREAKS PER DETAIL C'. CONS1'$ •' G - 'CK -Y OR' ECOLOGY BLOCK AS SHOWN L*. tz I 1:14iyt1uu 7tr Pier bun Iewee, To . ee maw tIN. f.. , 12e- extetpkit 4 ee -6 /9rt - MttCcii rwio (» C V wfiour cxxv. GIP 02M o 12ez. A • 90% C p lc) pG�Ji1�14 PzblfbciE 14c' f 2 f 19 kwkirfrot 128% G ue i b B. E , can. gVG/E5 g• 9q7 12• *0- B F F • 110 K Uar■n. . .w+./ •■• ••.,w■■•■ sq••• Jlr.■wcr.. 1,Vti BUILDING #9 F . F = 15.5 EX. n ;)i X r / w 1 µ 4," ?I0. Bitd. ./ G8 5_`,� ;,�� 15.:1 `, L • \ ~ \' I .4 ! • a REMOVE '5,4 - • N.: CB #19 T' „ Rl}.(■ 13,21 rr ?4, •I!..543 = LE. • _ 7.41 (15' CONC. E) , + „l ` \� • ' c n I.E. . l .0i '15' CONC, '4) • 1� F5� • DOCK HIGH LOADING `� �' j - , u FUTURE DOCK 1-'"--.....*”. // 15,45 1.1144) ,,XF•'r C i3 f 1 J M J O. ° 9.ii 0 14.8 = T • SE RE)4(C'4 ED ' ' / //0 RIDGE LINE -__EX. SS Wei RIM 14.71 LE. 5.06 (N) LE. /- 5.96 (W) • ' JJTURC DOCK, HIGH LOA FUTURE CC.1 E. PAO N. CB #20 TYPE 1 RIM 15.0 LE. 8,81) EX. 15' SD ^ _ TO BE REMOVEO. .— 15.45 14,3_ 120 LF 15' SD 'A 0.6% ---- 1.0% v y. :t�T +DIF0717.1�C i ce" - lq"WRY '14..5 i -!. i 5' aJ HIGH LOADING __ y_ I � \)4.3 HP 11-48* R■13.70 14.5, 14.5 120 LF 15' S00.6% 4 L0% 1.0% �.t.. I.E. ■7.62 14 5 LANDSCAPE AREA 'OW' E. 512.10' 7 CV _ — - _ _EXISTING 12' WATE' APPROVED PER PUBLIC WORKS LETTER CA:TEC/ -92— ckdavid kehle,arcii ct 12878 interurban ave. so. seattle, washington 98168 (206) 433 -8997 TO d-p-r [cL. RECEIVED CITY OP TI IKWIIA DEC 1 9 1991 PERMIT CENTER WE ARE SENDING YOU ' Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter Fir Prints ❑ Change order LE nrI ITQ 896110 TQL DATE t■/ 1 q/41 t �1► JOa NO A 76 / — ATTENTION REI Cpc44 -la SA-Kt n a-trp .e.14-.0 y 81)9. / q J 2- 7 eferiO,a,r,.LC R4ut$e.d 5114--s. A- (,A -z' A.-,- A -7) t 1a 5 -2. 5 -4 - 4-1,- c.h.t .' Qua /.16 <- _ , . . - . -tom 6 ` the following items: Plans ❑ Samples ❑ Specifications 0 COPIES DATE NO, DESCRIPTION 2- 1x— /17/Q/ R4ut$e.d 5114--s. A- (,A -z' A.-,- A -7) t 1a 5 -2. 5 -4 - 4-1,- c.h.t .' Qua /.16 <- _ , . . - . -tom 6 ` to / I JP. •I (v/ ♦ I / °. I taw THESE ARE TRANSMITTED as checked below: g For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO PROtOCI 2401 ER / Int. Motac Mm. 014/1 SIGNED: If enclosures are not es noted, kindly notify us at once, FROt•t HUDSON 206-324 -6245 ( RICHARD HUDSON & AC OCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206.324.6160 E Sec) p.IC. E. i t f ' E.ILUERH 44 ; '{'erg Mid COrAMr 1• 12.19.1991 14 :44 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE DEC 2 3 1991) MA HAN & DESAEO,; {NC.; 7Qu6fThL C.OMnit ' 1 { ('" i I ' 1 i ; 1 I t I ' i r 1 ; 1 1 1 i; i I 1 { I I Z$ FROM HIJCSON 206- 324 -6246 DEC 17 '91 13:5L1 D KEHLE ARCHITECT 11 Mahan&DeSalvo CONSULTING ENGINEERS December 16, 19 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 12.15.1551 14145 F. 3 fii Y�asa� P. 2gbet 13bG% 1200.6th Avenue, $ulte 1910 Seattle, VvashInpton 9611)1 Regarding: 91 -T -22 (Zellerbach Mezzanine) FAX (206) 8248161 (206) 6248150 RECEIVED CITY OF TI IKWILA DEC 191991 PERMIT CENTER Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our oomments follow. structural 1. Page L-1 of the calculations uses an incorrect Rw factor for masonry shear walls. Revise lateral design as necessary. 2. Why does page L -la of the calculations attribute only 11.94 of lateral force along grid 4? 8. Provide calculations that evaluate the transfer of dragged forces from the GLB to the masonry wall, as shown in Sections F -4 & L -Y. Evaluate the worst case condition. 4. For forces in the N -S direction, evaluate drag struts and connections at discontinuities. S. How are chord forces being resolved? Critical locations are along grids 3. and 4. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, ktii z Crystal Kolke CLK:1 cc: David Kahle Architect 12878 Interurban Avenue south Seattle, WA, 98168 r 1 I RICHARD HUDSON & AS MATES, INC. CONSULTING ENG1 'ERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206.324.6160 JOB_ SHEET NO. CALCULATED BY l , c lam"- 2.2. OF_�.a. 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JOB SHEET NO. etS11,`_ CALCULATED BY - 0..0 .� ti DATE r2,--let-9\ CHECKED BY OP DATE SCALE 65,41,> FUTZ , �? (LC� �, l�.i' �-- S t t r tx'/ . o 01 �. �/!� V "��: DRrA ct .b-i Rv7$ • • 1? ri r1 7R c.�c.-Ts I!•� TItC. N -S 't:� iA,t zti o N Ant ifte ''`''"1I .L %CAMS, t ons'? l,IsAfJ 'Tttt t: Nt2E: 11 .00 . e.. ,� eta tZ,S C kir_r..0 ircf M, sip 4 t. SNt A4.84.0% 2 (4,4)Ct. Lt .l 7 kw { ; 1101: CC,4^ .+GN (&' ' N4ISE. ; TP ! ?- 7/!&:4) 6.3.5 A '130i.7S I ( )0i z) x, 33' • • T2.E.NIStor.1 ; -41 C -4k. ik- 2'7,13 I4. I Q5 l 23 $ lu ow hrt e. c.tt ro rlra Tittme i S C.NieW Sate. bee. : To 7t1-t D EE , ' btraFFir1/44,1-i 'Om tf4lickl 70944, '.,t4zb;tt) Fr.."11 ii%t C. b,p211:0 Iti `j'ti& Cokcc4 -1E. A�st:L cotb C) pr.ar; S't . 'ov■ Ci ri l o ®, 2' .left : 2.1`7 k-trn. , LESS `j SAN tAmci tsztr won. !'e4Et E is ) c tt RICHARD HUDSON & ASS :.:ATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE 1- - -H.„, 1 1 i., . . Z E 1.4.p.ir, r.T.:#-H.::...0, ifip..i.c.)firc.,:r1;...5. 1.:-, . L. 'TuLNIL/. J r ! ' 1 . t, • . O !,.,u4m .: '. N±js.*:6 . Lke..1.1.o t) ..1at4" Hc. 1 IT.OpitL. i 4°• ili (4L,i l,a h.'tri.l.! ! ; RECEIVED prrY OF TUKWILok NOV t 9 199 PEI1MIT10E TE. L ' &1F RICHARD HUDSON & ASSCATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 JOB a.--P-12-4- L. 11E22.. . SHEET NO, i OF CALCULATED BY CN\ ti DATE CHECKED BY DATE SCALE 1. 't.11 1 G c Co Li R.. 01 .714vssa tmeOti, bILlA I A I PLF p,4-8 a e vt"17c- SPP‘ki - 7: 214 a . leo-,0 • 6; • • LL-1 a VO LL 1-, 1 1 c4-1-)It4A4 RICHARD HUDSON & ASS IATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 JOB 2 tLLL...R.R4 "' SHEET NO L OF CALCULATED BY 111.1 %e.1 DATE CHECKED BY SCALE DATE 1441. j t EL 2 ' . 4� C, -ntrs. ILt.AM r = 3 .ASS - yi-kt 92e. IS _SP N Zit 1.s 24'7.4 4 E ^qty . . -ors x019- .�+A_.Ga`... ,r......,...._.. RICHARD HUDSON & ASSIIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324.6160 JOB �-L� . 1` E . • SHEET NO CALCULATED BY OF I 4 q` DATE l �l� 11 CHECKED BY DATE SCALE 260' C iN�Prc-7 RICHARD HUDSON & ASS .IATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 -324 -6160 JOB ;L►-4- SHEET NO :L--‘ OF CALCULATED BY G. DATE L I "' S --ti‘ CHECKED BY DATE SCALE isr V. =.i.t r`..._. 1 u3 Z5a _ t.,-,a . _. 4 I � I.. ! 7 raj. + 2 -(.tai c7M>] .. Mk.. I i I L LN iQ i = 2%-1P5, i ln� -1—neD- .u..0 '-40 VAR N S. Pus 2.� 1% IPS 2�6 a't) P..� 27..1 Ip. 1 316 RICHARD HUDSON & ASBO- SATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 CALCULATED BY C4 V1 SEATTLE, WASHINGTON 98122 206.324 -6160 JOB SHEET NO L" i QrI 1 OF DATE 11- :+-- 11 CHECKED BY DATE SCALE 0 0 �1b b L 1'3 A. PS ns RICHARD HUDSON & ASSCIATES, INC CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 12 , ; , ILipb Nif 4 JOB ELL...Eak.47 SHEET NO L CALCULATED BY CHECKED BY DATE SCALE OF DATE Vy • OL1JLN ; s,ee-titot,J *kL 4 Iit Cticist I , 1...441) .11.-LarzL.L.. . ,sFe• 4- 2.-- 11.4, 1‘..‘Ps. 2.4 4... 2. It v• • 1 c="ri‘n.' .1F. e. AcToz 1 . , St, k3 , I 1 • • i; . ; 1 I 1. .71(c1 •k. UsieUzl) • ir(A9kT • .• RICHARD HUDSON & ASS ,IATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 JOB Z. OA _.4:T? I'(''''' "-V\- • SHEET NO. 1 CALCULATED BY e,.It-i CHECKED BY OF DATE DATE SCALE 011•1111111111• I i 1\ 11 Nie, ft 12j1 -.E....i ti; Itt) i, , • i i , , I i t 1'R 9(12.0.41E1). 1;. • .1 • 11- L1/4.) A LL ; t . t • 14,1 vi es.s; 40.: tz$ (ts1(46T!:) _PeA sb 27S 1 cc, RICHARD HUDSON & ASS JIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 JOB SHEET NO, L" CALCULATED BY CHECKED BY OF DATE DATE SCALE • 5? L tnLi, Y. =. .1'7Cv fz �ltasau2y .5. i42p .G. 97i _4d . '�.. I„.. 1 IF. 1St? i4tE:T) 4 c 14. s• tt ( UTILITY PERMI`t APPLICATION CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 PLAN CHECK NUMBER: q -q-7c PROJECT: :: <<> ; < :: Site Address: /303 " pR. /9 INFORMATION' Name of Project: z•A-zi..e, 9,gcy Pro•ert Owner: ("vN Street Street Address_ /g,2 /.5' Phone No.: City /State/Zip: Phone No.: .25- -/- City /State/Zip: 1,-,.-A/7- 98D3 Contractor: h k' ■,;,) Y C" ., j2 Street Address: (-61/ b 4,. `�� Q fkA r�, King County Assessor Account Number: OOO c9D 00 /5- PERMITS:; D Channelization /Striping /Signing . REQUESTED;;:: D Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Land Altering cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load D Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private ❑ Public ❑ Phone No.: S` Fj `2- City /State/Zip: ( .F ,L 9 R _ ,0 Storm Drain O Street Use ❑ Water Main Extension Private ❑ Public ❑ O Water Meter / Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ D Water Meter / Permanent - No • __.. Sizes* D Water Meter / Temporary: - No.: ____ Sizes' D Other: ?:;.WATER:; METEI ;:;REFUND /BILI::II M.ON;T:H;LV BILLINGS TO: Name: Phone No.: Street Name: Street City /State/Zip: Phone No.: City /State/Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby D:ESCRIP.'T.ION .OF;<;PROJECT ❑ Multiple- Family Dwelling No. of Units: _ ❑ Commercial/Industrial ❑ Hotel ❑ Motel ❑ Office ❑ Retail ❑ Single - Family Residential ❑ Duplex ❑ Apartments ❑ Triplex ❑ Condominiums ❑ Other: Warehouse ❑ Manufacturing MISCELI ANEOUs INF,ORM,A1I „ ❑ New Building Remodel/ Square Addition Footage: King County Assessor's valuation of existing structures: $ ❑ Church ❑ School /College /University ❑ Hospital ❑ Other: Square footage of original building space: 3 260 Square footage of additional building space: Valuation of work to be done: $ 2, 000 I HEREBY:CERTIFY THAT I HAVE : RAD -'TNI ',APPLICATION AND KNOIN:THE SAME ,TO. BE :TRUE AND, CORRECT Applicant /Authorized /- Agent Si nature: L/ c, 'Iri it _ Contact Person - r'n 1. ' - • A J 1k --. b,.1 `J Print Name: RA J 1 ��� I v rL Address: 3 3� - Q 1H k) j ,T L -JA( L, Date: j - ).,.(-\ -0_ Phone: -) y l • 2-r) S' , Phone: -) LI 3- Z S' r Date Application Accepted: Date Application Expires: 12/31/91 CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 UTILITY PERMIT/ APPLI ATION Site Address: 1303 5- Ga-i-cw4y Name of Project: Z.el /e r o e .ck Property Owner: 13 e t)+ n Street b Engineer: Street Address: R. over- -t-es PLAN CHECK NUMBER: Phone No.: 2.4 j —11 0 3 Cit /State /Zi • • el; / Go e Phone No.: 7., , Cit /State /Zi•: Contractor: Gj Cr A Phone No.: Street Address: !?D. k3ole 3 3 7 King County Assessor Account Number: P.ERMF EQU.EST. 000 —460— 00/ Cit /State /Zip: q pj 13 3 ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: ❑ Flood Zone Control Grade/Fill 11-C> cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer- No.: ❑ Sewer Main Extension Private ❑ Public ❑ ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: - No.: _ Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • —_ Sizes* ❑ Water Meter/ Temporary: - No.: — Sizes• ❑ Other: VIIATER ?:METER,:;< Name: :: DEPOSIT/ '?REFUND /BILLING Street MONTHLY Name: SERVICE 'BILLINGS 'i O:.`' ><> Street Phone No.: City /State /Zip: Phone No.: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby ESCRIPTION OF: PROJECT ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ Other: ❑ CommerciaVIndustrial MISCELLANEO INFORMAT O ❑ Office ❑ Retail ❑ New Building Square Footage: Warehouse ❑ Manufacturing M Remodel/ Addition King County Assessor's valuation of existing structures: $ ❑ Church ❑ School /College /University ❑ Hospital ❑ Other: Square footage of original building space: % 1Up0 Square footage of additional building space: :4117,1p0 Valuation of work to be done: $ I HEREBYCERTIFY..THAT L HAVE READ :THIS: APPLICATION AND: KNOW THE SAME: T©::BE :TRUE:AND :CORRECT.... Applicant /Authorized gent Signature: tioC_ Contact Person (rin name): Address: /' L--J cum .-- Phone:433 -5991 Print Name: Pic 1 ci,v, 3y /5 .a Phone: 4 3 3.— egg-7 Date: ! z-l30/ q l Date Application Accepted: 9., —31 e, ' Date Application Expires: LO - SO 09/18/90 SUBMITTAL CHEC ..:LIST All site plans shall be provided in one submittal for review by the Public Works Department. Six (6) sets of plans stamped by a licensed engineer are required along with this application completed and signed by the applicant's representative. The following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts FIRE LOOP /HYDRANT O Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of insurance coverage (minimum $1,000,000) O $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business License with City of Tukwila O Route map SANITARY SID 'SEWER O Type of pipe - co te, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cleanout(s) and test Tec(s) O Type of bedding and backfill material /percent compaction O Invert elevations at structures and junctions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material /percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope /length of run O Location of all structures O Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic control/detour (per Manual of Uniform Tragic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking O Size and location of mains, Including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system /tie in of exempt meter O Number /account for existing domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper; high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule After the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. PLAN CHECK NUMBER ROUTING UTILITY P OJECT TRACKING �HECKLIST PROJECT NAME , SUITE NO. , r% .z.- , z SI TE ADDRESS - ESS % 5 / / r `W. IS RECEIVED TYPE OF REVIEW . - :491_.• TO PWD PAT .W S APPROVED 9. •ESIB. REQUESTED COMMENTS DATE ISSUED Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control PERMITS REQUIRED 'X" PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control X Grade /Fill f)c(}? O c -7 7-99 2-- Hauling Landscape irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) No.: ❑ Deduct OWater Only Water Meter (exempt) Size: .Water Meter (permanent) size: No.: Water Meter (temporary) Size: No.: Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT r■staliaBIL PROJECT NAME PLAN CHECK NUMBER q (-gig ROUTING UTILITY P . OJECT TRACKING UHECKLIST SITE ADDRESS SUITE NO. DATE PLANS RECEIVED — TYPE OF REVIEW -DATE ROUTED- TO PWD DATE PLANS APPROVED DATE RESUB. REQUESTED COMMENTS DATE ISSUED Channellzation /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control PERMITS REQUIRED IfX PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED Channellzation /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydrant Flood Zone Control Grade /Fill AA? OO 1,%;M-61)- Q- r -q?- ` Hauling Landscape Irrigation Moving an Oversized Load Say Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage N CO- QQQ ( -q{ -1Q 1Qc -1Q Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) size: No.: 0WatertOrly Water Meter (permanent) size: No.: Water Meter (temporary) Size: No.: Other: Other: CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CONTROL # pw92 -0027 PERMIT # CITY OF TUKWILA 6300 SOUTHCENTER BLVD. TUKWILA, WA 98188 LAND ALTERING PERMIT [ ] LAND ALTERING:CUT (Cubic Yards) CONDITIONS: ISSUE DATE: EXPIRATION DATE: FILL (Cubic Yards) /ate TOTAL 42.0 THE UNDERSIGNED HEREBY APPLIES FOR PERMISSION TO: proceed per approval letter dated 2/7/92 + THE APPLICANT MUST NOTIFY CITY INSPECTOR Greg Villanueva ((206) 433 -0179) OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. SITE ADDRESS: 13035 Gateway Dr Tukwila 98168 NAME OF OWNER: Bedford Properties ADDRESS: 12720 Gateway Dr # 107 Tukwila Wa CONTRACTOR: SGA ADDRESS: P.O. Box 33978 Seattle WA PROJECT NAME: Zellerbach PHONE: (206) 241 -1103 ZIP: 98168 PHONE: ZIP: 98133 + + FEES PERMIT FEE $ 33.0D (000/322.100) PLAN CHECK FEE $22.,30 (000/345.830) RECEIVED BY $ (000/386.904) RECEIPT # DATE TOTAL $ 56-.SD ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE. WE AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT. PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE A REAPPLICATION AND REISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE (433 -0179) APPLICANT'S SIGNATURE TITLE APPROVED BY: F TUKWILA cc: APPLICANT INSPECTOR CITY SHOPS BUILDING OFFICIAL FINANCE DEPT.(IF APPLICABLE) FIRE DEPT. (IF APPLICABLE) + I HEREBY CERTIFY THAT THE PERMIT HOLDER WHOSE NAME AND ADDRESS APPEARS ON THIS RECORD HAS SATISFACTORILY MET THE STANDARDS AND CONDITIONS FOR THE PROJECT APPROVED HEREIN. FIELD INSPECTION DATE CITY INSPECTOR PERMIT NOT SIGNED -OFF BECAUSE INITIALS DATE ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA Reprinted: 02/04/92 16 :08 TRANSMIT ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: 92000062 Amount: 55.50 02/04/92 16:08 Permit No: PW92 -0015 Type: PW -LA LAND ALTERING PERMIT Parcel No: 000480 -0015 Site Address: 13035 GATEWAY DR St: F1: Un: 119 Payment Method: CHECK Notation: SGA/ #40067 Init:, DLM ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description 000/322.100 BUILDING -- NONRES 000/345.830 PLAN CHECK - NONRES Total (This Payment): Total Fees: Total All Payments: Balance: 55.50 55.50 .00 Paid 33.00 22.50 55.50 EF:'HONE OUTLET IM. LINE LEPHONE OUTLET 'WEIR OUTLET TAT PLAN REV STR ❑ NO ❑ WAS ❑ WAS SUBJECT T OMISSIO EW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES 0 'CTURAL PER UNIFORM BUILDING CODE -STRUCTURAL PER UNIFORM BUILDING CODE I;•IGTON STATE REGULATION FOR BARRIER -FREE FACILITIE INGTON STATE ENERGY CODE H., ERPRETATIGi1S OF THE GOVERNING AUTHORITY, ERRO IV" a�� 11.4tmi8.2 AND INCONSIS�EILCi rs. , DATE I ND E C c j ti; n n DATE 01.1.1° E C 3 U 199 ) BY: MAHAN & DESALVO, INC. BE WIRED DIRECT THRU :PHONE /DATA LINE PER PERSON 1111 WWI u.Erz 3QCH .0 L_ awe Mello EVE S 0 1991, MAHAN & DESALVO, INC. NPF.41M SQUARE FOOTAGE OI FICES )1,&562 5F. TOTAL 11,656 S.F. ;_LL, 0 19911 CITY RECEIVED 1 l i A Ll 1 MAHAN & DESALVO, IIGW 9 i`1 PE.R I CENTER ER sommININII 1L.. Cc co Lu z Wtn 0 z o Q rn, CC 0Wz CL >I CC < o� 0) 04 ›- Ca 4i" WC CO CZ r A CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 PHONE N (206) 433.1800 Gary 1.. VaiDusrn, Mayor Plan Check #91 -479: Zellerbach 13035 Gateway Dr #119 THE FOLLOWING COMMENTS APPLY TO AND BECOME VA AT OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER UYAO 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. Zellerbach Page 2 . 11. Partition walls attached to ceiling grid must . be laterally braced if over eight (8) feet in length. 12. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 13. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 14. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15. All wood to remain in placed concrete shall be treated wood. 16. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. 17. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be ,a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor December 24, 1991 Fire Department Review Control #91 -479 (512) Re: Zellerback - 13035 Gateway Drive, Suite #119 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any .fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1-9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 3 Gary L. VanDusen, Mayor 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85,101) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 5. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame - spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • PI) e ---• ype o speewn, N4 (... Address: / .50 .-S 67, AoreN}Poi-ba- . Date Called: ii - Special Instructions: 0 ye' Date Wante d: ci_ 5 - 9 2- am.cpTi' Requester: ,.... A.I.,3 Phone No.: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' z4ffqz.. - /9 "Jo oor 41(0- 04- IInspector: ".°"...• 7 Date: _ 0 _ 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1. INSPECTION RECORD Retain a copy with permit S. r...0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188° o PERMIT N (206) 431 -3670 roe ; 1111�ar►� ype o nsTiFt on: -- \- tnv`\ Dale Called; LI —I—cla 1 address; 130 "� C_U-tPwa ( Y Special Instructions: Date Wanted; L+ " S-031;;) am. I Requester: ar\ Phone No C11 W ❑ Approved per applicable codes. I l Corrections required prior to approval. COMMENTS: ' A-00 c. Li r) C-, 1 wsuLapc-1.o PA rt -51- / c- t—crt5 i ..r& yY x S a-t h / S PRA to Iti rt- -rte 9 t t7 CrS C-t& 1 hJ -S to -A''kl r`1 L ►Ar'Y A tta v NO ) (L-lS -11.-S. Z-) a 6-7-A-t IJ m EGt-k . C; - 61 s CA re o Q-1-i 4-1 F -L-E-)c ,ov•.c- TO s'1*■eCI- ,otwz-L.L ANp A D P n-t-- -S )1J CI Ti4E $v� cam(= 5u 6 T1T - 1'J�.L (2) 2 c'4' R-.A.C,'s (z) 21 7;2' A.A.G' ,wtT1A nspector: ate: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. ' INSPECTION RECORD` Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188' P R 0.1 (206) 431 -3670 Pr. :. t / ( -.,� '�..r . .. /L.' T� : so s ��Q -.� Type of Inspectio,. 7 Date Called: Special instructions: Date Wanted; 1.--q 'a' am, p.m. Requestgr 11 J a."---• Phone No,: ; r 4 '�9 t s?„,_ ❑ Approved per applicable codes. ( Corrections required prior to approval. COMMENTS: b ❑ $30,00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (eI 3 PERMIT NO. (206) 431 -3670 ro `w .� n ype , . nspe i� `jam• if fi . '' IIII Spec a Instructions: Date Wanted: -- 6--61 am, p.m. Requester: Phone q,;, ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: L5L?foc. (5}) .----tev..A-:°-<* 'C A- t�rc IInspector: Date (O c 2. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .. INSPECTION RECORD Retain a copy with permit INWEICTMAir fi CITY OF TUKWILA':BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P R t'T`0. (206) 431 -3670 Project: • type of Inspection: ' • 0 ress: �.. 35 C•' rcx ,- ,✓� • to Ca es: .•-� +. �- 7 2 Special Instructions: /f Date Wanted: --� � �-- ?_____2 a ,m. Requester: Phone No.: El Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' P`r" C 1 2-) inspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ^r, r f r -Ic,) . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P RMIT (206) 431 -3670 • ro ect: zej,� ype o nspection: 1.—t Address: � l7J` 1:te ale.: 3 5_5,2_ Special Instru Ions: Date Wanted: 3-7- 12- am.8 Requester: Phone No,: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspector: ate: 3'4-9? ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. s INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Protect -Zx w b `� Type of Inspection:� W� r Address:G ©� Date Called; 3 y, J Special Instruct) s: Date Wanted: 3 , 5 - ` z.„ � am, C_m Requester: �. nor...„- Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. \;, COMMENTS: nspector: L ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.; Dale: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER IT 0. (206) 431 -3670 Project: .z`jae4.,na, „ / • Type of lnsp :06 �� Address: 1,0 %►/ (l ov [ ,e'' _" " " t Date Called: Special Instructions: [ t' Date Wanted: A- ,j 2_ cp.m. Requester: r9wlr-'. Phone No.: 7-44 _ 91 .0.- ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Jam' r Inspector: Date: .3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I SPE •' '0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ::: zel /< C Date Called: Special nstruc ons: Date anted: 2---- 9 7 am. p.m. Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: . y, � ,1 - z /c3 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t,. • 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • 77474, PERMIT No. (206) 431-3670 Project: —41 j...) / j of Inspection' Addrc ' Airb Date Called: Speaal Instruct ons: Dr. Date ante.: Requester: s Phone No.: (../ ...... 3900 0 Approved per applicable codes. 0 Corrections required prior to approval, COMMENTS: \La- A-tra--1,4) ±t-g.. .1-7 AArlrv■—•-• ,J.—,Irt.rki • I d Date; 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. OCelp Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ID OCt: A A • / ype o nsp o LA— j MA_ dress. 4001r la I a 111 a Spe al nstructIons: ) (A &KS , Date anted: _ elm. Requester: Aft NM Phone o.• 0 AL _ • • Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ') INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: /tdJI / . _ [ Type of In � , ,C e ` ) � Address. t .)D C;() . :::' .. —*4/ _92 Special instructions. `7 r ( A arts nted: a, - - r,.ri" 'q am. p.m. Requester: D �� J Phone No,: , / 1, 0 ..❑ Approved per applicable codes. ❑ Corrections required prlor to approval. COMMENTS: A,yy‘. Inc ,. o * r . '.IL 14.1 :...4'y► _- ■��. .. _4 - 1 (4) h(1 — ST1 LA.— N`� V C.e m f 4- E7E"'- )\- 1,S P Zrl-o,..a (1- $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ecop `o.: ;,;4717,7101.774,77*":.5.nlctr.2 rrN' ,,,, • ,771,(4,5',La7:44'. r?4,.. :0,,i);A 3 ;;, -,r - 7-"'"` .; ,27,., ,‘ .: . :., . , ..7.. _1L) Li i I _ i_ ;INSP CT1ON 1:15CORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206) 431-3670 WO Tire---- // . —Z9 Type 01 on: 5-4f6- e 4 Address: 2 .;.? Date Called:P d'fri .- sp a nstrori71:Z3t71oris. / Date Wanted: 229 2,2n. Requester: 7)/50,1 Phone No.: 0 Approved per applicable codes. COMMENTS: ' .11011M•11.1111111■■•••■•■ 0 Corrections required prior to approval. .A.JUV-t. )1117--t'k5-1P- ei-t) e_Asc,c*J-‹.716' A.A.-c. • A ot-t-k14— • rispector: Date: • 0 $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. W4asr 0. 11 Il i INSPECTIQN RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'roe ; ` / oc, ' ( ype o nspect on; Address: f _, X h Date Called: , —" _. C.9-Gf Special instructions: '- Date Wanted; �.m. Requester: Phone No.: i gApproved per applicable codes. COMMENTS: ' 9 et.e ❑ Corrections required prior to approval. U/ a T'C, ; e.5 /,_ o 6„ .. f efie -`1-c' v^/ s L ! -z -''G Inspector: a Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. � No.: Date: INSPECTION I1ECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 8300 Southcenter Blvd,, #100,1TukwIia, WA 98188 (206) 431 -3670 Project:4 r /'. Type of Inspection: .M / _ L ..,toss: - '.teCa e': Spedal Instructions: Date Wanted: l 92 Requester: Phone No,: Approved per applicable codes. ❑ Corrections required prior to approval. rspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 10Q. Call to schedule reinspection. SPECTION NO. CITY OF TUKWILA BUILDING �FLSION 6300 Southcenter Blvd., #100, Tukwi a, WA 98188 INSPIEbTION RECORD Retairr4a copy with permit (206) 431 -3670 roe s /G-i. C. �j type of Inspection; a t•il---1 Address; % 0 c"." ,% /'� Date Called: Date Wanted; --, ~� �"'"" �� � m�p.m. Special Instructions; / 61 -A2 c3Q /0:3p Requester /24-06-7 Phone No,: Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date :. 0 $30.00 REINSPECTION ' E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. ReceiptNo.: bate: 1:sz , .- >:ri;;,.+..1,,.. -tint r :ritr yrr-£7.E.`4 1 -(i o. ()INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERMIT (206) 431 -3670 "Project: r ` Type of Inspection 46,.:41 V j �a Address: Date Call Special Instructions: Date Wanted: 2--6 ✓ `_,c L am p.m. Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: A Inspector: Dale: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: y 7y�r.4 r INSPEC1)ON•cb ECORD Retain a copy with permit NI CITY OF +UKWILA BUILDING DIVISION 6300 Southcenter Blvd., 0100, Tukwila, WA 98188 (206) 431.3670 Prole% j) ea Type of Inspection:�O Add :0 / tri- Date Called: 2, ocla Instruct ops; D 0 •Our S Dale Wanted: )-1,--q esm. Requester: cc..,,... Phone No.: (9 1(1L ,,_ el t cc 2- 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ir delr ` Vi r 0 $30.00 REINSPECTION FEE REQUIRED. - Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 116 • ` 10. r.rr; :.fr�xr:cz�j 0, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 X3' PERMIT NO. (206) 431 -3670 •roect: :e, umY / , 1 yteo . VFlit/ Address: tea' e kle Date Dal e.: 1— — 92-- Spedal Instructions: i1 j& r 4I e 1--2- ‘, -20 (1;,71-().a7-- Date Wanted: i V2-1 —C1 2' am. 63 Requester: Phone No.: 2 4 4 . . . . 1 I % . 2 . . . . Approved per applicable codes. O Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO., (206) 431 -3670 ro ect f I Type of Inspe. ion: , ii ' ...•� .•sass :r /267 %a e`; i, i V �1.� =te ae•: A 0 1-Z •Gf'2 I Special Instructions: '17V ✓`` � + I ( PI (U.) A r ne\-) • Date Wanted: �, % /�� am. p,m. Requester: Phone No,: =—.v► l) z 2i Approved per applicable codes. CO RENTS: ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. ecept o,: Date: PE '• ` `0. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PR (206) 431 -3670 o ro e • /► , ' ype o nspect on: ,. /` ess: '•te a e•. Special Instructions: n e/, 4 !.. - (5b 1 1 lb`• . • Date Wanted: �� 1 "' al) - PIZ �� p.m. Requester: �1 Phone No.: 2-, (4' " . or / b 2• ■ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. aor a1- ,9-4L , ►�-� o.w �, ..: 1\)0 . Date: f lei- ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: . •^. ✓." "'w''^v,'." -`'r4G,y�ji,:.rd1;777;"�4, i•"il" 'p'`7v rryy'.;y.cT Y"4'. :;'r `.n /.nV"4; x �+�114 "At'. :"1*. h • ^']� 7 .�. :Jx:�'.Ai�<�ii:�.1�R q,�r' *'WQ�y::Ytti...q�.Y' >�• Y- ,ISTV+ INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • ro (± / 1 G YPe ' n%� I I /7 • „ reo , � ..tJ) ( /fit` U ' --le a =.: """' 16n' q2.. Ali Date Wanted: (�~� 1— r-` - 4 C7- : p.m. Special Instructions: Requester: `7") / -7 Phone No,: [/ � T'f f L l/ 0 Approved per applicable codes. 0 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No,: ...v. ^. ,ArrrpWC:C{rfirrtirerr ''74":4•Z s,Rr 4..4w'TS^.tz. v4M,74•4err+• J'NSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: • ' .• I. - I ype of Inspection: ��r►1 A t "rem 1303.5 Gort-4ewo y r "te a e�; �� 1 . .- Special Instructions: Pour kk 1: ©o ��Q .Q.c-_� G0 Ins • !'^�u Date Wanted: l' a` P.m. Requester: T.}o.n Phone No.. o?LiW -q1sa Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: [1nsector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd.,Suite 100. Cali to schedule reinspection. Recept No.: Date: A.A.R. TESTING LAB ATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 7126 180th Ave. N.E. Park 180 Suite C101 REDMOND, WA 98052 April 8, 1992 File: 91 -539B Tukwila Building Department 6300 Southcenter Blvd Tukwila, WA 98188 Project: Gat e0 `t1 + thhthW= P I Address: 13035 Interurban Ave S This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Reinforced Concrete 2. Welding 3. Expansion Bolts 4. Nailing and Blocking 5. Masonry All work inspected conformed to Tukwila Building Department approved plans, specifications, Directors Rule, UBC and related codes and /or verbal or written instructions form the Engineer of Record. Our last report is dated February 11, 1992, number 6476. Sincerely, A.A.R. TESTING LABORATORY, INC rank Foster Field Supervisor cc: Richard Hudson David Kehle SGA Bedford Properties CONSTRUCTION INSPECTION AND MATERIAL TESTING 4 TO: ( FIELD REPORT( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: 1_rifr7/;L PRr >PrgTiF5 / 2.7010 cA7 9/ o se/ /7 /d 7 FAT7LE, it/4 9 8'/4 P INSPECTION PERFOR RESTEEL CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER I]dnkth 'U ■ Lb 1. FEB 1 8 1992 r �N %4A)114t. aEPT. LOCATION(S): N° PRIOR REPORT 6476 FR DATE 2�-- //- 9 a FILE NO. ?/- 53 9.8 PROJECT ,,eik 444)/- 2 i-G L /: 4.81/c1/ T, .2-. AVs S ADDRESS /3Q 3.5- /4/71-:(4 /6//d BLDG. PERMIT NO. 9/.3 OWNER WEATHER 10tft0}/ TEMP AT AT AM PM ENGINEER IP/chi _010 171QDSO t/ ARCHITECT DA WO /'4 • ,V CONTRACTOR .SQL. rg FOOTINGS O AUGER CAST PILING O SLAB fEr WALLS O COLUMNS O OTHER �i�yr .Dac,F, SUPPLIER CAD M/4 Al MIX NUMBER DSO 9 CYLINDER REPORT NUMBER .3 es-3 SLUMP 1''7- AIR CONTENT. ,t CONCRETE 0 GROUT 0 MORTAR DESIGN STRENGTH e2,3"'"'oO NUMBER OF SAMPLES CAST_ 3- TOTAL CU. YDS. PLACED Co CONCRETE TEMPS " TIME f0, 2 D ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. 0 YES 0 NO 0 SEE BELOW Date or Plan Number REMARKS:7W. Gd A/Gd4. -7F /° /,t czzh /3 �/ 7.7ge o!� G 4,', 7 Y Adt/ZJ rJ.rt.S �'gE61.1,4 e// ,�1 G t/ ,�/s.16/ A47 3' 7-�iF AeJ' / /%l L 4/As /044 ew /1 /',art' 74 ;G/9A/s• COPIES TO: E I WNER (TJ'GoNTRACTOR 0-ENGINEER 0 ARCHITECT [BLDG. DEPT. 0 OTHER INSPECTOR. t A.A.R. TESTIN LABORATORY, INC. SIGNED. 09D TO: FIELID REPORT( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 ATTN: 4,4 ro, ),0.etr i9N-1 70 GQ.b.wutr r /07 -q 16 57 o INSPECTION PERFORMED: CONCRETE O MASONRY O STRUCTURAL STEEL O WELDING 0 BOLTS O OTHER 6914 PRIOR REPORT FR DATE f 7 -9'1- FILE NO. r-/I-5-3ct lb PROJECT Gu +c-.>Ja ze (t-e v- 4 Lk- Tr u r- bq N_ Ave-. 5 ADDRESS 13 03 SZ ivi-' -ev- BLDG. PERMIT NO. kg13 OWNER WEATHER +........ `O v er L q TEMP c� 6 AT 9, bp AM AT PM ENGINEER w/ N C-kQ -k HL 4s0K-- ARCHITECT D ck v i CY. ►` e:. L\. CONTRACTOR "'-'„r,..V" ""' O FOOTINGS O AUGER CAST O SLAB O WALLS O COLUMNS O OTHER ILIN FEB 13 1992 CITY OF I v WILA PLANNING DEPT. LOCATION(S): Jc c a v�KC� (��r- c�e� k -' Yl v%., 5 +1(.(A. (, �ttrct \ 5 J 4 b a SUPPLIER Cc c'"` a le...-- MIX NUMBER `/1' 4 3 A (a0 CYLINDER REPORT NUMBER 731 SLUMP 6- •AIR CONTENT r• CONCRETE 0 GROUT 0 MORTAR �c/A DESIGN STRENGTH NUMBER OF SAMPLES CA S 3 4-6)c12-.,, TOTAL CU. YDS. PLACED 60 CONCRETE TEMP. 6 O TIME V3 0 ABOVE ITEMS WERE IN CONFORMANCE WITH BUILDING DEPARTMENT APPROVED PLANS. O YES 0 NO iX SEE BELOW REMARKS' Lir e.A-- Date or Plan Number U lh Co Vt s b i'CK COPIES TO: 'NER 13-OONTRACTOR C -ENGINEER ARCHITECT BLDG. DEPT. 0 OTHER INSPECTOR. 7e---- 1 ' \ A.A.R. TESTING LABORATORY, INC. SIGNED. CcLINDER REPOR(. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 TO: Jai) fib[. -J /1: 2)4-4-77 t CI ATTN: 1 272-70 £4.7 i 'art_ S7 E. /07 51*077.1c, ,:1314s MIX NO. - fe /7/� SEE FIELD REPORT NO. N_ 4063 CR DATE a -y--92 FILE NO. T1 -157 P OJECT 7-'(' (r.st.4,4eg LOCATION /3A 3.f 447— tt't -€V 44vL SS. BLDG. P RMR NO. /3 OWNER CEMENT WEATHE TEMP /Z AT AT 1 PM AM `•� EN EERn //// _ Q- i- h4 >faio 7 ARC ITECT irNi/ TD //r 7 74 CONTRACTOR f FIELD TEST DATA TRUCK SAMPLED D 71 TRUCK TICKET NO. TIME SLUMP %AIR UNIT WEIGHT YIELD CEMENT TEMP. FACTOR CONC J AIR 7MS' 7 C.A. 7 74 /l7co f WATER Via 3-3 TOTAL 5V /S-- t 2-5 Z8 COMPRESSIVE STRENGTH BATCH DATA FOR 1 CUBIC YARD DATE MADE DESIGN WEIGHT$ % MOIST ADJUSTED WEIGHTS CEMENT 4 % STRENGTH PSI SET NO. FA. j 3 yp z -i l 7 C.A. 7 74 /l7co 440(e) WATER ,..7.44f--- 3-3 TOTAL 5V /S-- t 2-5 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. sJ43 a/z/ z -i l 7 6x« I . /l7co 440(e) sot'4 3-3 Z 3 5V /S-- t 2-5 Z8 PRODUCERS �jQ , '�/��i AEA. ADMIX 4/�'�/ / z CAC12 DESIGN STRENGTH `9/ PLACEMENT AREA & NOTES CONCRETE: CEMENT CU. YARDS PLACED 7 hM7»v p- der i' / /Pao COPIES TO: L .U) t k e h l e . S &1 = 1 Beoor. f 0 • les t114 A.A.R. TESTING LABORATORY, INC. • Z SIGNED: TO: C h FINDER REPOR( A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5:12 FAX (206) 881 -5441 ATTN: 27U G 7 a 74. x707 MIX NO. 5�� 7 7 / SEE FIELD REPORT NO. N° - 4058 CR DATE / -- 4— g z FILE NO. //� C'j -"�37V 7 . PROJECT (T4 •r�C1.4 -e/- L /303 K- 7yn4/&___&1/41_,_C__ OWNER BLDG.P0 �3 E R WEAT� � e- 1�1�jP TEMP PAT AM C1 / AT /O PM 7ER 1410.0A/ ARCHITECT D /-"v% coNTRAcToR - G-4- FIELD TEST DATA TRUCK SAMPLED 19 7 / TRUCK TICKET NO. ✓ �j �g 7 g TIME SLUMP %AIR UNIT WEIGHT YIELD GEM ENT TEMP. Z`- FA. FACTOR AIR zOD `' A4;dLS4 (002.00 /34}300 3s 4 750 ..,(_" ‘7p zit "iI TOTAL 2 l ( i / _ •_.r -. COMPRESSIVE STRENGTH BATCH DATA FOR 1 CUBIC YARD DATE MADE DESIGN WEIGHTS % MOIST ADJUSTED WEIGHTS CEMENT `% STRENGTH PSI FA. �l /?jdJ t --Z( 7 vp CA. A4;dLS4 (002.00 /34}300 3s 4 750 WATER 9 "iI TOTAL 2 l ( i CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE WEIGHT TOTAL LOAD STRENGTH PSI SET NO. (-1-q,92- /iv t --Z( 7 vp 6 x'.s. / (002.00 /34}300 3s 4 750 63 "iI dtt- 2 l ( i / _ •_.r -. PRODUCERS AEA. PLACEMENT AREA & NOTES C.D �y, X CONCRETE: CEMENT ADMIX `a* 3 49z- CAC12 CU. YARDS PLACED 0'2/ DESIGN STRENGTH 612€::2 5G'� jh AgA-t ,G'ryri 6W 7M/6- YLL INSPECTOR: COPIESTO: I,I`C -W∎\n. RA(5.1 +] � 4lAS6/1� A.A.54ESTING LABOR TORY, INC. --Diav Ue\A\e Sc.5A 3�d�wwal Pra •L° S SIGNED: - �►�...�t��- ?"i:'�".F%nrC <,'y�':f� • ; Vii'. ""'"U7,17: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No. Permit No. 1 Project Name r , / Address ' ' '7 ' ..,r-, Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood Duct: Halon: Monitor: Pre -Fires Permits: � i7 (r Authorized "Signature FINALAPP.FRM APR 09 1992 CITY-OF-TUYANICA T. PLANNING G.. Date T.F.D. Form F.P. 85 BUILDIIG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. Ccq13 DATE ISSUED: 1-1-c(a SITE ADDRESS: 13035 Gateway Dr SUITE NO.: 119 PROJECT: Zellerbach CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE PROVED APPROVED INSPECT. INITIALS DATES) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 X 6 Masonry =maw 431 -3670 X 7 Framing 431 -3670 X 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 X 11 Concrete 431 -3670 X 12 Welding 431 -3670 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE, INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09/14/90 PLAN REVIEW CoMMEk( S Plan Check No.: ct t`' 4161 Project:___________________________________ . No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. REQUIRED INSPECTIONS X 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wail Nailing 5. Roof Sheathing Nailing 6. Masonry €hirrmney...,. 7. Framing 8. Insulation X 9. Suspended Ceiling 10. Wall Board Fastening �! 11. 12 . Ce ,sctscr WS-LID I'J6 13. +> 14. Fire Final 15. Planning Final X( 16. Public Works Final ,)e 17. Building Final Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. When special Inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). All high - strength bolting to be special inspected (Sec. 306, UBC). Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, It is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such Identification shall be issued by an approved agency having a service for inspection at the factory. 20 Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. r BUILDING PLAN REVIEW. PLAN CHECK NUMBER : 91 -479 PROJECT.: Zellerback ADDRESS : 13035 Gateway Dr. Suite #119 DATE : December 20, 1991 OCCUPANCY B -2 TYPE OF CONSTRUCTION V N, Spriklered ( Unlimited ) LOCATION ON PROPERTY West end of bldg. BUILDING HEIGHT /# OF STORIES Two stories SQUARE FOOTAGE /FLOOR AREA - a) Building ( #6583 Shell) = 47,260 sq.ft. Add mezz.( #6628 U.P.ST.I.) 9,124 sq.ft. = 56,384 sq.ft. Add this T.I. 2nd floor, 11 ,470 sq.ft.= 67,854 sq.ft. gross b) Tenant space 30,546 sq.ft. c) Area of construction 30,546 sq.ft. OCCUPANCY LOAD : 1st floor offices etc. ... 149 Warehouse 9 - -2nd floor office etc.... 178 Gross occ. Toad = 336 EXIT REQUIREMENTS : Proposed exits per areas and total space are OK DETAIL REQUIREMENTS - a) Occupancy OK b) Type of construction OK c) Part V, Chapter 23 U.B.CWaiting d) W.S.E.C. OK e) Barrier Free OK NOTE : PREPARED BY : KEN NELSEN COMPLETED : December 20, 1991 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 February 7, 1992 David Kehle 12878 Interurban Avenue South Tukwila, WA 98168 SUBJECT: Gateway North - Building 9 (Zellerbach) 13035 Gateway Dr., Suite 119 Utilit Permit A••lication PC No. 91 -479 Dear Mr. Kehle: Please refer to my letter, Calculation of the fee for for a Hauling Permit were During that conversation, excavation would be hauled John W. Rants, Mayor dated January 9, 1992, copy enclosed. the Land Altering Permit and the necessity based on a telephone conversation we had. you indicated that the 120 cubic yards of off -site. According to Dan Ferreira, SGA Contractors, this material was not hauled of -site, but rather, used on -site as fill. Therefore, the Hauling Permit was not necessary, but a permit for additional land altering activity is. Please contact Denise Millard, Permit Coordinator, to have the following permit prepared for pickup: Land Altering (Grade /Fill) Permit (Permit Fee = $55.50) The above fee was calculated using 120 cubic yards of fill as the total measure of land altering activity. The permit fee breaks down as follows: at 431 -3672 Plan Review Fee - $ 22.50 Grading Permit Fee - 33.00 Total $ 55.50 Phone: (206) 433.1800 City Hall Fax (206) 433.1833 If you have any questions or need clarification on any issue, please call me at 433 -0179. Sincerely, John A. Pierog, .E. Associate Engineer Public Works Department xc: Greg Villanueva, City Utilities Inspector Permit Coordinator Development File: Gateway - Bldg. 9 (Zellerbach) Read File Enclosure: a/s JP /amc:10:gtwy C City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 January 29, 1992 Ray M. Jones, Jr. 3816 South Rd. Mukilteo, WA 98275 SUBJECT: Gateway North - Building 9 (Zellerbach) 13035 Gateway Drive, Suite # 119 Utility Permit Application (PC No. 91 -479) Dear Mr. Jones: The Public Works Department has reviewed the plan for project and hereby approves the storm drain modification Please contact Denise Millard, Permit Coordinator, at have the following permit prepared for pickup: Storm Drainage Permit (Permit Fee = $25.00) If you have any questions, please call me at 433 -0179. Sincerely, John A. Pierog(/ P.E. Associate Engi eer Public Works Department xc: Greg Villanueva, City Utilities Inspector (w /copy of approved plan) Permit•. Coordinator Development File: Gateway North, Bldg. 9 Read File Enclosure: Approved Plan JP/amc :10: jones John W. Rants, Mayor the subject proposed. 431 -3672 to Phone: (206) 433.1800 • City Hall Fax (206) 433.1833 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W Rants, Mayor January 9, 1992 David Kehle 12878 Interurban Avenue South Tukwila, WA 98168 SUBJECT: • (Zellerbach) 13035 Gateway Dr., Suite 119 Utility Permit Application (PC No. 91 -474 Dear, Mr. Kehle: The Public Works Department has reviewed and hereby approves the subject permit application. Please coordinate your retaining wall modification with the City Building Division. Their approval is necessary prior to the commencement of this work. Please contact Denise Millard, Permit Coordinator, at 431 -3672 to have the following permits prepared for pickup: 1. Land Altering (Grade /Fill) Permit (Permit Fee = $55.50) The above fee was calculated using 120 cubic yards as the total measure of land altering activity. During our telephone conversation you indicated that the excavated material would be hauled off site. You also indicated that the areas being excavated were previously approved as being free from contamination. The permit fee breaks down as follows: Plan Review Fee - $ 22.50 Grading Permit Fee - 33.00 Total $ 55.50 2. Hauling Permit (Permit Fee = $25.00) The following documents shall be provided prior to any hauling activity: A. A copy of the Certificate of Insurance coverage (minimum of $1,000,000) naming the City of Tukwila as insured. B. A $2,000 bond made out to the City for possible property damages caused by activities. Phone: (206) 433.1800 • City Hall Fax (206) 433:1833 AMMO C. A map which shows the haul route. If you have any questions,. please call me at 433 -0179. Sincerely, John A. Pier.', P.E. Associate En•ineer Public Works Department xc: Greg Villanueva, City Utilities Inspector (w /copy of approved plan) Permit Coordinator Development File: Gateway North, Bldg. 9 Read File Enclosure: Approved Plan JP /amc :10:gtwy9 Mahan&DeSalvo CONSULTING ENGINEERS December 30, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 RECEIVED CITY OF TUKWILA DEC 3 0 1991 PERMIT CENTER Regarding: 91 -T -22 (Zellerbach Mezzanine) 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 624.8151 (206) 6248150 RECEIVED CITY OF TUKWILA DLL: 0 VA PERMIT CENTER qt--14-7q Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings and calculations for your use. Sincerely, 41"--4-° Crys al Kolke CLK:2. cc: David Kehle Architect 12878 Interurban Avenue South Seattle, WA 98168 • e c Mahan &DeSalvo CONSULTING ENGINEERS 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6246150 December 16, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 91 -T -22 (Zellerbach Mezzanine) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Page L -1 of the calculations uses an incorrect Rw factor for masonry shear walls. Revise lateral design as necessary. 2. Why does page L -la of the calculations attribute only 11.9k of lateral force along grid 4? 3. Provide calculations that evaluate the transfer of dragged forces from the GLB to the masonry wall, as shown in Sections F -4 & L -Y. Evaluate the worst case condition. 4. For forces in the N -S direction, evaluate drag struts and connections at discontinuities. 5. How are chord forces being resolved? Critical locations are along grids 1 and 4. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, eizz Crystal Kolke CLK:1 cc: David Kehle Architect 12878 Interurban Avenue South Seattle, WA 98168 rT EC 1 71991 CITY OF TUKvvILA PLANNING DEPT. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor ,December 13, 1991 'Alan Bylsma Dave Kehle Architect 12878 Interurban Ave. Seattle, WA. 98168 :'RE: Zellerback Tenant Improvement Plan check number 91 -479 Dear Mr. Bylsma: To follow -up our phone conversation on tuesday I have enclosed the following plans review comments. 1.. Please provide a detailed title sheet showing occupancy group, type of construction, sprinklers, etc.) 2. Proposed entry lobby stair design exits more then one adjoining room from the second floor. As disgust an un- enclosed stair or open floor though the upper lobby area could meet the intent of the first exception of UBC Section ..33.144).A 3. The south enclosed exit stairway is required to be rated to one hour. 4. As a technicality the proposed mezzanine does not qualify as such and should be noted as a second floor. To confirm you have received these comments contact this office and /or submit revisions within ten working days. Fill free to call me if there are any questions, 8:30 a.m. to 4:30 p.m. at 431 -3670. Sincerely, Ken Nelsen Plans Examiner poem IDEcc 6 199, CfT Y Ui- f utkvvtLA PLANNING DEPT. david kehlte,architect ck12878 interurban ave. so. seattle, washington 98168 (206) 433 -8997 JWTcr?z7z7a sfa. x 10.p LETTER Date I Z-/ 1 2/ q Subject GG2-/14 I.2 Is- bad 13U rid I 4 01±12 -way Gar. 6rlah) T�t.e builJiv% d.er Las �ow,l..e -lid a h i�gry r.ev1'ew ©F. ya1c�F 'Nem.i - 0td- li+./. ILA/ Lc4V4 ur .011ott-Iftlis I I) 5-1-+q I tr wa // l 8 ►�.e -ed g -�-o 6 • «t-. ot., -e...' oU k- .e t. o s u he b e 5411 'rile 1X1 9y�. 1J. ba-}41 51ocs `gel 5-} -v�S 2�=1d. �. i e cal Il'hw ei v �e cj cave -Lout- out- / � S �-a �, �. s l l'd Q�F' �a I Tri.�' x' 9 Y • oP 611 ''+- el Jei+ s hid tr,.,2.2419 6 e I q Lov R acou,4- t cq) c,Qll • P-oat-%,, *541' rid d acA 53 at-e LQ V\/l.ta+- +LA .+U ' +4q{ ► -O0Iv► 65 4-0 a .+Zp 11;31.1 wgli • SIGNED ❑ Please reply ❑ No reply necessary G.G. i woo.) -ati l- -vi,es+) ein N.ejsak•. Le. P3 david kehle architect December 10, 1991 City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Plan Check For Zellerbach Bldg. #9/Gateway Corporate Center Dear Ken, ch--(41)61 RECEIVED CITYOFTUKVVLA DEC 1 0 1991 PERMIT CENTER As you pointed out in our telephone conversation today we did not include on our drawings our typical building and site statistics. The Following are those statistions: Code: UBC 1988 Zoning: 11-1 Seismic: Zone 3 Construction Type: V-N Sprinklered Occupancy: 8-2 Allowable Building Area: Unlimited, 60' yards on all LI sides, and Fully sprinklered. Parking Building Required: L18 Stalls Shown: 298 Stalls In addition we will make stair #18 into an one-hour enclosure. This will be accomplished by use 5/8 " type 'x' gyp. bd. an both sides 3 1/2" steel studs @ 2g" o.c. For the walls and 5/8" type 'x' gyp. bd. on both sides oF 6" steel joists For the ceiling lid 12" above the acoustical ceiling shown an section B/A-7. I will need to get approval For the change we discussed regarding stair #29. As soon as I know what we will do there I will let you know. In the meantime IF you come up with any additional corrections, please contact me as soon as possible. Sincerely, 0,42dt41 larl000L Alan Bylsma AB/ct cc: Mr. Phil Woad Mr. Jeffery Forrest (206)433-8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 December 5,1991 Mahan & DeSalvo, Inc. Consulting Engineers 1200 Fifth Avenue, Suite 1910 Seattle, WA 98101 PIIONE If (206) 433.1800 Regarding: 91 -T -22: Zellerbach (91 -479) Please do structural review per U.B.C., 1988 Edition. Sincerely, Shellie L. Bates Permit Technician Gary L. VanDusen, Mayor david Le. n architect November 18, 1991 City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, Washington 98188 Re: Energy Coda Compliance Calculations For: 2ellerbach Gateway North - Building 9 Dear Sir, RECEIVED CITY nWTIIKWILA NOV 1 y 1991 PERMIT CENTER The Following are energy calculations per Chapter 9:, Component Performance Approach, of the Washington State Energy Code, 1986. In designing this space, the design parameters of climatic Zone 1, indoor design temperature shall be 70 deg. F. For heating and 78 deg. F. For cooling with indoor design relative humidity For heating shall not exceed 30 percent were used. Outdoor design temperatures shall be 211 deg. F. in winter and in summer, 83 deg. F. dry bulb, 67 deg. F. wet bulb. Air quantities shall be per Table 3 -1, oFFice 15 cFm /person and conFerence rooms 25 cFm /person. These can be reduced by 33: For recirculating HVAC systems, all outside air. The building insulation shall maintain substantial contact to unexposed surFaces of ceilings and walls and need not have a Flame - spread rating or smoke density Cpg. 21, 2, exception 8). Moisture control shall apply to walls but not ceilings as per pg. 22, 1, B, ii. Assumed is the ground cover and perimeter slab insulation are in place at oFFice only. Section 't09t was used for this space, Table Lt -3. All exterior window and door Frames and wall panels have been caulked and all doors will be weatherstripped. (206)433 -8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 City of Tukwila November 18, 1991 Page 2 Lighting power budget For oFFice is 1.7 watts per square Footing with individual switching of rooms q00 s.F. or less and dual level switching For areas over 900 s.F. Building areas greater than 200 s.F. or within 12' to an outside window shall also have dual level switching. As calculations show, the building will be in compliance with the State Energy Code. David Kehle DK /mc Enclosure: Calculations 2524 REG ST r, E. 4411C., DAVI ' . EHLE STATE AE WASHINGTON Energy Code Calculations * Wall Type I * Wall Type II * Wall Type III * Wall Type IV Ceiling (Interior & Demising Walls)- - - 2,800 s.F. (Conc. Tilt -up Panel) '4,361 s.F. (Windows) (SoFFit) Interior Wall (System I) Inside Air Film 5/8" Gyp. Bd. Batt Insulation Air Vapor Barrier 5/8" Gyp. Bd. Inside Air Film O .68 O .58 11.00 O .00 O .58 0.6_8 R = 13.52 Uwi = 0.07'1 Exterior Wall (System II) Outdo Air Film 0.17 Conc. 6 -1/2" C0.08 /in) 0.52 Batt Insulation 11.00 5/8" Gyp. Bd. 0.58 Inside Air Film _0.68 R = 12.95 Uwi = 0.077 Windows ( System III) 1" Insulated Uwinter 0.'19 Usummer 0.58 SoFFit (System IV) Outside Air Film 1" Stucco Batt Insulation Inside Air Film Ceiling qustem Inside Air Film Ceiling Tile Batt Insulation Inside Air Film O .17 .20 1.00 _.68 R = 12.05 U = 0.083 O .68 2.13 11.00 0.68 R = 1'- .'t9 U = 0.069 2,003 s.F. 1,232 s.F. 8,735 s.F_ Total= 19,131 s.F. Uo = (2800x.07q)+(i361x.077)+(2003x.q9)+(1232x.083)x(8735x.069) 19,131 Uo = 207.2 + 335.8 + 981.5 + 102.3 + 602.7 19,131 Uo = Uo = U allow = 2229.5 19,131 .117 .25 x 10 396 + (.035 x 8735) 19,131 2599 + 305.7 19,131 290'4.7 19,131 .152 Uo = .117 is less than .152 = Uallow there For the components oF the structure excess the minimum standards set Forth in the Washington State Energy Code. REMOVE EXISTING 1:3ULKI-1EAD 4 STOREFRONT. REPLACE 4) / NUJ STOREFRONT DOOR ,J 24' --f" 24'-6" ///1:4'/1116:rl Mr'rq +•. u) N �II`�'�i!""r 1 r .... Via. � ■ �I C BASE 1� FEED rrrrri ill 24' -V l/2 " ra� irurirr 1.11113M gI'I 1' " 11 ILE —1t; rc"J► ",;= 3 5/8" METAL STUD INSULATED WALL W./ 5/8'1 G'Y'P. 6317). EACN Sipa To +18" ApovE CLG, GRID PtiOAt,C « Miff 11414.11.0.11100 * b'I^I. Poi n paft 1446.1.4.* RECEPT, soo' ►,J/ ,,p 4Ap L.114464 UOI 4011190Nri4 Ali. WAi.1.4 AS ' 3 13/8" METAL STUD all 5/8" GYP. OD. EA SIDE TO UM I P4 Aid 6I40, 'Ii PA Y-A 111P. (Wale PPLIES MEN VAC aNTj 411M- inup ►. W/ 5/8" GYP. RD. E DD t E TO UNDERSIDE OF I ' K Agem WALLS TO BE REMOVED 6" MASONRY SHEAR WALL (SEE STRU drTURAJ,.) FUR ALL SIDES W / 5/8" GYP. OP. OVER 144 S11 EL FURRING CHANNELS • 24" O. C. 6" MASONRY SWEAR WALL (SEE 8TRI.ICTURA1,.) PURR ALL SII $ W / 5/8" GYP: f3D. OVER 't L' t 5 24 !' 6" STEEL STUD i rair : K r itwaig Y.a ®!►vlf.ZAv l.'0lt�rltiP.a7rAk1'4re 1 P7 Cdtie: .. Zoning: "S`eiem`o ; giuvotruPt .4n 'T'UpO: Occupancy 'AU, owabje Building Area:.; Parking 'Building Required Shown UI9C 1.91313' t1 -1 Zane` 3 V-rN Spcihk1BL ed R- .Un1 Oil tad SO' ' wsl ed . on :�i if! 'sides• afin4 u1ly a < spe,ink3er0d. S. Stolle . 24"t0,1* to L EXPOSED`COL • S' INI 1-;�I I� IN ., f4" FURRINd 4 8 . 4 f A -'7 MOVEABLE PA0ff-hot* N.I.C. TYP. BASL:. CG •ICUrr4 1TI, �. OA,. Go1.UM IJ N CAW 4141a 014(4 41.24 PAGY -Q�INa 9RtoP'c9 15 4U.: .,O e u1 THIS +4$d app 1 + I * NOTE 1. ALL ELECTRIC AT ;WORKSTA1ION TO BL 'WIRED 019.041'. 1'1-IRu P4 4f .C+SA' '0 P o. 2 EACH wome.stivticim TO WAVE± TELEPWONE/DATA LINE r tl 1�0 ' i'113ty N sp!ro4N Ati4 °�f blEptt, GEQ1 sr11l1, I.. " co REMOVE EXI, VG U.W.` DOOR FI L IN OPEN` W / SMOON '3 .tC PINISW. PURR I,tE lORW /5 /8 "GYP.131 . OvE Step: 8fU e 40 24" oTc. 4 R -II BA-TT- INSULATION 1 tir derstertd that he plan Check iji 1rovaIS subject to iid omiSSIO 1s aril approv ty(an does not. tAijOri e `the violation of adopted code' or (i'MOlice Receipt' of trictOrs C . ap .roved plans acK"novvfe • 1514. Z:` I /4" WoTN RsQVIResS sy .� . Date Perntit:,NO. V.P. PACKAGING 0 EXISTING OVERHEAD DOOK Locie4 ANt • FeuRR INTERIOR W s" We C#YP. >SD Ov1 &MEI STUDS • 20 a C. AND * 11 DA'1't 'INSULATION. ' =`_ RECEIVED CITY OF TUK'NILA FEB `2 0 1992 PERMIT CENTER 0, FJ04 WAti alMr r"JhIftIrfInMTh,I,Th,In,i . hm��Im��III�IIfif�I�III�iI�i�l�lh a_W 141' -* I/2" FLOOR PLAN 24'41/2" 1/2" 241 6" 3 S/8 METAL ST4VD INSULATED WALL W/ 5/8" GYP. BD, EACH SIPE TO +18" A130YE CLG.GRIP 1..0155Y 3 5/8" METAL STUD W/ 5/8" GYP, BD. EA. SIDE4to UriagaSIpe OP C411-1110, G( D 3 5/13" METAL. stab w/ 5/8" GYP. sp. EA, SIDE TO UNDERSIDE' O ROOF DECK 6" MAB0NRY SWEAR WALL (SEE STRUCTURAL) FliRR ALL SIPES W / 5/8" CaY1". MP. OYER 74,' STEEL FUIING CHANNELS M 24" a C,, SIDENTe, C,K, wplr.Pl% .. p .WNb 6" MAerNRY SWEAR WALL (SEE STf®UOTURAL) NRR A L SIP $ W % 5/8" GYP. LSD, OVER _ LUNLW i OOM I`3I • 3 5/8" METAL stir INSULATED WALL, RUN S /8" GYP, gisD. TO 18" ABOVE 2nd FLOOR CLG. RID EA SIDE, r RUN STUDS Af30% 2nd 1.U;4r ? i lOU$E CLCi. GRID AT 81 /C FOR BRACING s KKIVT'C 691.14, ESULictiAN, ©, 144L #:. Q, 4,r-1I 'T'� :r66e ELECTFRICAL. FOURPLEX OUTLET f DUPLEX OUTLET $ LIGHT :>i.UITCW O VOICE / DATA COMM. LINE O F' FAX COMM. LINE Ci W WALL. TELEPHONE OUTLET p ° DATA COMM. LINE 6 FLOOREELEPWONE OUTLET ® FLOOR POWER OUTLET m THERMOSTAT `r ilk • NOTE I. ALL ELECTRIC AT WORKSTATION TO BE WIRED DIRECT TWIRL! PANEL BASE FEEDS, 2. EACW.UIORKSTATION TO 'HAVE 'TELEPHONE/DATA ' LINE PER PERSON OPEN OFFIC la, Wit am ansvms ■ ®1sDmanwar ��11IM� MINIM 0 I ice® I. I v:7 51-11/4 15' - 11/2" SCALE: 1/8 RECEIVED CITY OF TUKWILA FEB 2 0 1992 PERMIT CENTER 1I11111I tca ' No.18: {0...r',,. 5 :: fr ���ii i lid T 'TTP rr(ii� titiiii T i Ii 8. i Im 8" iii L i Iir i IroI .. ji �� ii :ry Iii fi »• �II� E I� _..._ Z i .. • , • 0 2 3/4 a OUNt sAiri; _ 21 aQ,Th '. .. gl004 of Wi3U.4 A6GYe ELCr1 TSi LL um 11111 IIPAIM111.' 11111111 II 1�® 11111111r ./ M ®�IK 1 - ®® Imffilurriamm mom 1 Q ] Imo/roam l Imo! �� 1 r mar am' -1211111111111.1111111111111111511M11111111111 111111 ■ to i: ® rlam I III mo ZEMIll .III �LI .imiairm 1 ________ �IIE. ; . PLAN !$kR. A• 4j �(j�'�� ��: j ��� gil 11 11111 MI I ®Mi /Ill, —I 1 - . ..i/1 1- r,�' �®1�1"i��illrl ®1111./ �/� s mg � i; � � / 11.111M11.111111 IIIMMIIMINEIPIIIIIIIIIIIIINI 11111111110111101/' IMI11111011114 11111 Ill I lialimmimin .... ... •••• Igi-OCIR FIPP. 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PLAN Sc.4L;a::1 /$II 1111111 , 111 'NIP 5 • 011 111 1'iI Iltll.11u No.10 ' &I:L: -��.. ...... -.iii 111 i� 11 (I Iilll llil�llil l�flii�l� {IIII fI I�llll�li Illlillll i,ii 3 i crA . «) r) c0 . PLAN W4U TYPES 6 { 3 5/8 METAL STUD INSULATED WALL W/ 5/8" GYP. BD. EACH SIDE TO .18 ".AZOI/E GLGy. GRID 3 a /811 METAL STUp W/ 5/e" derP. 3D. EA. SIDE TO CLG. GRID P 6tiTtiVeD 10012 OplUCtite 14)45 lb celthict *to. urr_ 040x, lecosei max At4 1401)` 111GIt1D,,60, 1.9110 4. c 1X4 LIGHT FIXTURE 2X4 LIGHT FIXTURE 2X2 L ICi-{T :FIX ' llr?E C,4NN I S1`E R C)UANL IC HT Si OtL-- IGHi' 2 X 2 C) IFFl8E1?d CJ " EMERGENCY LIGH I' EXIT SIGN 4 EXHAUST FAN ttX RECEIVED CITY OF TI IKWILA FEB 2.0992 PERMIT CENTER z 00 " to a) } II!I1fII'��_� -' I II mum' AtslqUomICTUPE LLI!I!IItIIII I!UIOJIIIIWIi inillind01110111111Mili i�� o l�._�.���� ' �i ��i ll��oi iii onnormilommile Tom „n H� VIII ni 1 � ¢ ¢eon 6. iiiiiiiii11111�1O1111�111��J 0111111111111111 HEIM 111 I I • 3 5/8" METAL STUD INSULATED WALL, RUN 5/8" GYP. 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MINIM INIMINIMNI 1111.11111011=1 ® 111111111111 Ill NNI11111111111 11111111111. 111111111111111111111 ill 1111111111111111 1111111111 IIII 111111111111111111111111111/111111111111111111111111 111111111 III 11111111.1•11111 C wf < ill ini ® �.._ I� MIDI 11111111111110111111 III Ilihm III 0.01911111111 11111111111111111 L III MIMI 11111 EBB 1111E1111111111111 ® ■1 C1�cr _ __ X11 1111101111111111111 : R M 11C 111 !------ � CC-11 M C11 .1:1.11N 1CCN t1 ,t :NMI 111111111111111111111•1111111.11111111111 WAI IMO= IIII 1111111 Mini CiTY0F711lCWILA o 11IlII . 1111E111111•11111.11111 1111 ENIIIIMIIII INIIIEIIINIIINI1111 ,: 02, efe14104, PERMIT CENTER ji 3 1111 1 11111i 1 1 5I No.18 1'1'1 lioif llllliliihiiIiiilii�II fiIftIIIilll rrolflll IIIIIi141 IIIIIlfl1 IIIIIICII IICIIIIIi iiiiIIIIIIIIIIrlirri hi r 9 HL-P2z;tt- J 41_,Q cetMt42. \'J E / tthihtiiiiiiiiimitdiniiiit'ili.l�iml�T�l�onlrnm�l��l� 'i�flmir�l y SC E., • \ \ , 1 t 1' Y N. • V 9 s . -v. .. T ,- N.- _�4 HL-P2z;tt- J 41_,Q cetMt42. \'J E 9 6Y / tthihtiiiiiiiiimitdiniiiit'ili.l�iml�T�l�onlrnm�l��l� 'i�flmir�l SC E., • \ \ , 1 t 1' Y • V 9 s . -v. .. 9 6Y t. �IIH' 121211404(.1 :buuj, {4 (wcux GaNvil kiG,GI j No.18 Ae.:r rw�.Mii d. _t ��I`" / tthihtiiiiiiiiimitdiniiiit'ili.l�iml�T�l�onlrnm�l��l� 'i�flmir�l t. �IIH' 121211404(.1 :buuj, {4 (wcux GaNvil kiG,GI j No.18 Ae.:r rw�.Mii d. _t ��I`" Ih" tthihtiiiiiiiiimitdiniiiit'ili.l�iml�T�l�onlrnm�l��l� 'i�flmir�l s 4 SC E., . -v. T 116 140Nii4 NO.10/7 Ft . *62 exp2btril G tie l-fr,G-t \oft. 0,103 GrP)13110IL,e 00) MI 'ar Gc r L �r -~ tea.. OP- Cr) CO M CO O C1 0 S' • co I%) Lu Q w 0 k 0 '.I Z IX irk- fict 4C Qv Cr Cr aummil ,1 0 O fit ea RECEIVED CITY OF TUKWILA FEB 2 0 1992 PERMIT CENTER \ ICI u�'�" OAK GAP N—CON1'. 2 x . ---�-� GWP, IUD. 5O1•H SIDS 1)1,4 9tI -.EL #3TUO', 2.4"0.C.-. Zx(• O14 HANDRAIL. RADttiY 6C,2 oG. A'ff4U-f W/ yqr'�� WAG! Gov. C.ovt4 r SINK 4, MA 1 *J HANDRAIL. Rant riNGcLIZ C1-IP 2x4' CON T. WOOD 131.OGI I NCB 5)1I GYP• Bo. &1 rJ SIDI;�h 3$" 11-, c 104) 1°. 2.4 Ix 3 OAK- 1346e Tit 6L- fiPPN0TROAo MwQ PP vP 0761- i2lIziNGEO, ST S itiNdte 'JIJPPOv.T 0A°6 ✓ I. 'Yr irIGte g i pl.. 60. Pao i` H 6I b y o,,,. II crIP, eo. (nee 3411 ofeeI,, FURk1Pl cor M'f I . GQ 4i g.. if lll?�a� 1 1001 FLAJ4Pi PINT 'Wise couit-tl*H COLUI1N FUR-PING I XI )1 C RG�i F hfiR.UC..c. 5II C9YP.r-6 -, oV R 4b1'IrF.t., ' 1'U * r 1 OAK. HANDRAIL rRvvlti6 .,. 3' �01` O.G. I'IDa(. GauMT 1. 4INL FWApy 4I pL r u G,'(P fad, oVEP ' 11 L FURgiNet cH4NCieL* d. 24P o, c-# 4' g....11 lH LJL, cr-lU INt =1L.I . w/ Sr oa1H 9,rUC. Q FINR0)11 ot`i,IOg Ruc4 AIZV �tf�ty A�A -7 r f� 114'rlw AI �'f 1,) 61 c.. oRWco6 IoIZ I'4i .0116T4146, PERM T CENTER 6,0\11a zai SI+ 'floN X11 rm. folf No.18 III 4.11M.110mf-frm......fulm••••■■ p 2(-1111" 121-3" 24C-6" 24L6' 24'-6" 4-3 r CONCRETE ON 31." VERCOR FORM DECK W/6x6-W1.4/W1.4 W.W.M. '1"---":""- 'I I 77x4 CETZEi t r L 2x8 0 240C 18 GA. CLOSURE TYPICAL C10x1 5.3 — MC10x8.2 STRINGER FACE OF CONCRETE 2-CONCRETE ON PAN TREADS L3x3xY4 0 360C 3"x14 GA. X BRACE TYPICAL •.S. 3x3x444 L 11/2x1lixY4 bin C 10x15.3 L 3x3x3ie 0 3'-0".0C D-4 M MAS. WAU.. 1.1 BELOW 11 W • 11 ( 11 541 x GIB 3 514, x 15 GLB 444x0I-8" W/2-44". EXP. BOLTS SA 50 EA. SIDE - o X BRACE RE: G-4 ac H-4 FOR CONNECTION (TYP.) SECTION A-2 SCALE: 3/4" = BEAM 2" 4 4 V4 1,/ C TI r)KI SCALE: " = ‘4' E. v4 EXISTING 4x12 EMBED L 6x4x4is x O'-9" W/3-WO A325N BOLTS 6x4x3/4 x 1'-3" W/2-14"16 EXP. BOLTS (MIN. 5" EMBEDMENT) 24" TJLX 0 24"0C 24" TJLX 240C M AS. WALL BELOW 5145 ( 15 GLB SA 50 EA. SIDE 1 SECTION SCALE: \ SECTION D-2 SCALE: 34 = 0 STEEL STUD WALL RE: ARCH. CONCRETE PLYWOOD 51/4 x 15 •GLB SA 59 EA. SIDE CONCRETE PLYWOOD L2x2x14 x Ot--4" METAL DECK & CONCRETE L3x3i 0 3'-0"0C STAIR RE: ARCH. SA 34 EA. SIDE 44" END. It CHANNEL TRUSS TRUSS STEEL. BEAM ;V PLYWOOD_ W/. CONCRETE TOPPING MAS. WALL BELOW - SECTION F-2 SCALE Ye 0 3. " ° 3 T 0'. L L juuslirs3 • , • I i;7'4 • SCALE Si" NOTES: 1) ELEVATION TOP a FRAMING (BOTTOM OF PL'YWOOD). IS 12'--71/4* ABOVE REFERENCE DATUM. THIS YIELDS A.F.F. ELEVATION OF 12-10" VERIFY WI/H ARCHITECTS. 2) CLUE AND NAIL FLOOR SHEATHING. 3) NAIL SHEATHING W4/10d COMMON (.1 480 x 2W LONG) 1 6'00 EDGES, 10 00 FIELD AND 2 ROWS AT BOUNDARY , AND AS SHOWN ON DRAWINGS. 4. • TU. (203) 324-810 ?AC (206) -324-6346 InCRARD 1101060* gr(?),F1 • Assootians, EEC CONSULTING ENGINEkil-,: 3 1665 12Th AVENUE, SUM" MA -1AN & DSALVO SitArTLE,' WASHINGTON 861 . • I. • " , , y • ■ • • - • • r•••■•,... • •••• • - • .• • ,••••,- r, • • • , • .• - r • "" ^" A . ^,„ . .. 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RE: ARCH. 1'-4" x 1' -4" PLIN'11.4 W/4 - #5 VERT. & #3 TIES 0 10 "OC HORIZ. DEPTH RE: FTG SCHED 6,, 4- #3 TIES 0 4 "OC 0 TOP 3" CLR i SEE FTG SCHEDULE FOR SIZE & REINF SECTICft E -3 SCALE: W le 1 0" T.S. COL. STUDS & WALL BOTH SIDES 0 SIM. SECTION BASE RE: A-3 FOR BALANCE I x 6" W.H.S. 0 24 "0c 6" CMU WALL #5 HORIZ. 0 24 "0C EXISTING FOOTING SECTION B -3 SCALE: 3/4" = 1' -0" 2' -O" #4 x �j`� 0 24 "OC iN SAW CUT EXISTING SLAB 6" CONCRETE WALL #4 0 12 "OC HORIZ. —0" 2 "CLR STEEL STUD WALL #4 CONT. 4' -0" VERIFY 11 SECTION D-3 SCALE: Y4" = 1' =0" NEW CONT. FOOTING SET DOWEL IN 3/4 "0 x 6" HOLE IN FOOTING �4" CONC. SLAB W /6x6- W1.4xW1.4 W.W.F. K x :J:» TILT -UP PANEL T.S. COL. I 4'4x6 x 0'-11" W /2--WO EXP. BOLTS SAW CUT EXISTING CONCRETE V://.."g0,/,/N 2 #4 CONT. 3" MIN. CONCRETE COVER GROUT w EXISTING FOISTING SECTION F -3 SCALE: 3/4 " =1' -0 EXISTING EMBED E1b6 R+hL XOT,, 2 . A%I, )( 'ERIkL8, KNAN$iiiP, DEB of Ap QoNS.' UCTIOU 1"14414 c"1"1" To TWX ' W 11 RAWIXO$, S OIrIO' fir • APO OMMLAPPLIgAMAX warm" 0OLUDINO CODE OS XPITAOW x. STRUGTtiILA14 oRixiwo5 SHALL, ON' USED IN CONJU$SCTxc» VITO AgewrooTORAL DRA im POR DID 1►Isa 41.40 OCMOTRUCtiow. . RAc"Folt S?HALL. YERIF DI> 1$ ;CIiS AND ;annum F'OR 4�ipATIBjLx AttD $HTI , glom* AxatiTeof Or Al4Y OpleRSp NCz $ PRIOR TO COMM OTX 3. CONTRACTOR SHALL PROVIDE TEEpoRARY mooswo FOR TIC UCTVRE AND COMPONENTS `IL ALL FINAL ©ONNEcP1iw, NY BEV E ITO TSB PLANS. 4. CONTRACTOR S1 BE R NU$LB FOR ALL REQUIRED SAFETY PRECAUT ONS ANp METHODS, .T 1/QI;> , *itc { RSCAIXXX TO PR$ Hite` '. ale PROCEDURES 5. CONTRACTOR-INITIATED ,CHANGES SHALL Uu vD IN WRITINGIV ARCHITECT AND STRUCTURAL ENGINEER. FOR APPROVAL PRIOR TO FABRICATION QR C QNSTRUOTIo . eiihwaX5 $ROW$ . + R mop DRAWING," Ott W WILL NCYP SATISFY THIS REQUIRE . 6. DRAW/NOS INDICATE �, E' EBE� AND TYPICAL DETAILS QV CONBTRUCTYt)N t WHERE CoNDITIONE.ARE NOT SPECIFICALLY INDICATED OUT ARE CF MUM t MAPUTO TO DETAims $Htwil $,TR% f t Dl!'PAi OF iU.CTYON WALL BE . UBED, SUBJECT TO REVD Amp ROVAL XT THE ARcNITI , AND T8E ETRUcT *AL ENGINEER. 7. t:4 STRUCTURAL 8YBTENB WHICH Am TO DE COMPOSED, or COMPONENTS TO BE FIELD Mom $UM,L' Q$ SUPERVISED BY THE $UPPLI1t1% DURING MANUFACTURI O, DELIV$RH, IIA31IDY,xdiG, Brows AND UTXOH IN ACCOftpilmca. WITH niimucTiow tawpAwso By 'ME SUP'PT3 $R. 0. SMDF DRAWINGS roR R IN?oRCaure Runt STamorpou, STEEL, %LUID LAMINATED HEN8IRS, AND WOOD HOOP' TRUSSES. SHALL BE PUIMITTED TO THE ? RCHIT I AND 'STRUCTURAL" ENGINES ,?Olt Y1 >S,Ii •PRIOR TO FABRICATION ESII; 11118. CM: UNIFORM BUILDING CODE, 1908 M$2Z ....1 Par + 20 P8? PARTION. SEISMIC. ZONE 3 romp.imairs s �O SOIL 91ING $150pPER SFREPo�RT REPO 04697-004-008 ,ALL gYTg BY DAMES 6 MOOR$. A. PREPARATION AND FOUNDATIONCQNS'?RUCTXON PER THIS REPORT. REPRESENTATIVE FROM DAMES & MMOORE TO INSPECT ALL FOOTING EXCAVATIONS PRIOR TO* POURING CONCRETE;. FILLS TO by COMP.AGTIR TO 55% MODIFIEf. IItWCTOR PER ASTM 0- 1$57, 'c: .g 2500 psi FQR FOOTINGS f' C 3,000 psi FOR SLABS ON GRADE NAR • slimy 4" PLUS OR MINIM 1 MINIMUM' 5' SACKS @SIT PER CO. YARD MIXING AND PLACING of ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AHD ACx COD$ 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO GEM 8 S PRODUCE N'1' SHALL BB AS st>iC H TO 1 tiObUC$ A DENSE, t40RKASI.E HIX WNXCII CAti BE PLACED WITHOUT , SEGREGATION OR EXCNss FREE SURFACE WATER. 3 0. CHAMFER oN ALL ,Sa oSED tiCRBTE' EDGES UNLESS L ' 111 14 ON ARCHXT11CTURAL DRAWINGS. DICATZ30 OTiII3RtaISB ALL RE-XNFORCE ENT SHALL CONFORM TO ASTM A615-0(S1) EXCEPT AS NOTED FOR ` WELURQ REBAR. SLAB D01IiLS SHALL 8E GRADE 40 (!y =40;000 p01). OTHER REINE0RCINd SHALL BE GRADE. 60 0y0.60,000 psi). LAP cANTINU.U9 REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 11. -7T MINIMUM UNLESS HorED 'OTIIERWIsL. CORNER HA('ts' (1' -7►" BEND) WILL BE PROVIDED FOR ALL HOROONxAL REINFORCEMENT. DETAIL 'STEEL IN ACCORDANCE WITH THE -ACI DE tAILING MANUAL. WXRL MESA 3i#ALL CONFORM To ASTH A-82 OR A --185. COVER TO REINFORCEMENT TO DE: FOOTINGS' 3 INCHES FORMED SURFACES -- EARTH PACE2 INCHES e e • FIELD MEASURE 1x1'-- 3 "xrIELD MEASURE CONCRETE PLYWOOD 2x BLOCKING 3x It 1" F 46x4 •21/2" SECTION G -3 SCALE: 414" •• 1' -0" W/5-Ve0 A325N EXISTING T.S. COL. iifii ftiI&itrn1JI (ffiffi$ft.J WELDED PE AR TO BE A�^7136 r IIYDRQQL $�LA'CTRODE9 TO W$L ), AWs D1 -4, CURRENT EDITION, i Z'$$wZ'A. ALL NELDs TC BE BY TUBE COI PRNS CIVIL COHFQRM TO ASTH A500, GRADE 13> (f y; 46-/000 ps4) . ROLLED STEEP, $IIAPE3 SHALL (;OJin:1,EZ` TO_', -ASTH tva.86 ` (fy * 36, 0130 p8i).ii WELDS NOT SPEC/VIED SHALL sit '3/1611 C(3 INt Ut1a FIX,1,F,'�IR 14!}tt W$:.,.AI$ MELDS TO DE BY W.A.13.0. CERTIIFX1gY Wl DERS." ti$E PRE8I h'FO ELECTRODES. SUBMIT SHOP • DRAW/HG, .; TO ; AgolitTnat Alta HTR 'Q EtioINBER FOR REVIEW PRIOR TO ` FABRICATnou' of , STRUCTUM ST 6144. MACHINE BOLTS TO DE A.‘,307,. FABRICATION AND ERECTION SHAL, DE IN ACCORDANCE WITH .. fy. # 60,000 PS/. US, RtORCIHG t CON.FOR 4 TO Mt MP CURRENT EDI CC31 ?ORE : TQ Atl D1 1 ( ST,$E.1, LIM ER NOTT NOTED PLANS To BE D.F. #2 OR RETTBR . ALL GRADES SHALL CONFORM TO , - , . • �, �. -1979 EDITION. ALL BOLTS NERAD$ AND NUTS BEAM A61,1INST '?.D SHAT CONCRETE OR MASONRY SHALL DE PRESSURE . ALL b pi CONTACT' MS wrni OE PROVIDED WITH SFA1 DARD CUT WASIIERS. INDM l�i?ISTUItB. CONTENT 194 AT INSTALLATIQf. PQR ALA `LUXBER. 511411, EL UANG TO 132; SIfPSON OR AFP]ELOVED EQUAL. FASTED ALL HMWERE :A SPEC PAID BY MANUFACTURER UNLESS SHOWN. GLU*- LAMINA BD WOOD BEA T ►) s -.., KILN DRIED, INDtdS'1'I2IAI, AFFxsr� STRESS GRADE COMB/NATION 24 -F -Y4 (try «2400 psi; tv =165, pp SIMPLE SPAN DEANS. GLU -LANS MUST E$ OBTAINED FROM All mia APPROVED FABRICATOR. SUOM I' SHAD DRAWINGS TO A4014 STRUCTURAL ENGINEER PRIOR TO 4=1041/.10N OOF SHEATHING 5/8 CO K/. EXTERIOR GLUE...INDEX 40/20 . • .3/4'" T 4' G oRAi7E' 11T/. EXTERIOR GLUE...ZNDH1t:40 /24 ALL PLYWOOD SHALL CONFORM TO U.S. S . PRODUCT STANDARD P . B . �. 1�URRE11 ADDITION. NAILING SHALL BE AN NDICATED ON PIANN. CONTRACTOR IS T-, CALL THE ENGINEER FOR o8SERVA XDII' OF Molt DIAFHNAGN PRIOR To co'YERxsG. FLOOR SHEATHING. USSES .TO DE MANUFACTURED) BY TUE TRUE JOIST CORP' IN ACCORDANCE WITH NER' REPORT 110. 1,48. 1020,411WjabljaWLMIg4 THE TRUSS` CONFIGURATIONS, INCLUDING '.DEPTHS MOMOIBEKSIZES, SHOWN- ON THE DRAWINGS INDICATE Tog D$SIRSD TTRUB$ CONFIGURATION$ AND',ARE T'0 BE, COMPLIRD WITH* wHEREvER--PosSIISLE. IF A TRUSS MANUFACTURER IS UNABLE TO MEET TU$ LOAD REQU,IRB ENTB SPECIFIED; .GITH THE /RUSS CONFIGURATION INDICATED, HE xS TO SUBMIT WRITTEN NOTICE ' TO THAT.. EFFECT TO THE ARciattpt. IT IS THE 'RESPONSIBILITY OF THR;- ;C.ENW ; ", CONTRACTOR AND TRG8l3 MAitUPAMSaREit, TQ TO' WEx w':: ANQ. v�us>I�Y T LOCATIONS OF ALL MECHANICAL EQUIPMENT: PRIOR TO sa ' TTxNG SHOP. ORAWINOS • TO THE ARCHXTECT AND ENGZJIEER. 'O1 REVIEW. HOLLOW CONCRETE MASONRY' UNITS SILALL cornrow! TO UBC STANDARD AND 'ASTM STANDARD C -90, LATEST EDITION, GRADE N, DES LCN t-' 's! 1`5 0 P$X . t4AXII4UN . DENSITY' of MATEHIr L i toii,1 WHICH ` U`. xs E, 110 F ,` IN CONCRETE MASONRY MORTAR S#IALL DB T11PE S, f �m 180;0 Pt' 28 DAYS MORTAR PROPORTIONS BY VOLUME: 3. PART CEMENT, ,/'4- . /2 PARTS LIME PUTTY, AND DAMP LOOSE AGGREGATE 11OT LESS THAN .2 --1 /4 OR mitt mu�u 3 TIMES ' THE Sun OF : THE VOLUME OF THE' CEMENT AND LIME. , PRO STttENGTH 2000 PSI AT 28 DAYS. GROUT PROPORTIONS BY YDLUMEi 1:' PA,.. PORTLAND CEMENT, MAXIMUM ONE - -TENTH PAI Ts LIMJ PDTT!Y, DW RX, SAND NOT LESS THAN 2 1/4 IIbR MORE THAN 3 TINE$: THE SUN QFTHE VOLUME OF THE CEMENT AND LINE, AHD DAMP OSE PEA GRAVE NOT LESS THAN .1 AND NOT MORE THAN 2 TIMES THE SUN OF lE VOL U' or THE CEMENT AND LIME. GROUT ALL CAVITIES CONTAINING REINFQRCEMENT XN LIFTS' NOT TO EXCEED '4' --O" . GAP REXNFORCEIME.NT .48'80 DIAMETERS. SEE BELOW FOR INSPECTIONS. Sb .LS EN in ER TO TAKE COMPACTION TEST WITHIN BUILD NG. AREA IN ALL FILE, AREAS. COMPACTION TO BE AS REQUIRED EY SOS REPORT..Soit8; ENGINEER TO INSPECT FOW WATI0N EXCAVATIONS: PRIOR TO POURING victims. STEEL BEAM ---- WT 5x16.5x1' -3" W/5 -3/4"0 A325N AN INDEPENDENT TESTING LAB APPROVED BY THE ARONIThCT SHALL INSPECT':''' CONCRETE, REBAR, MASONRY AND WELDING AS FOLLOWS: MASONRY- INSECT MASONRY UNITS, TIIE PLACEMENT OF ALL REINFORCENENT,, sAivi..0 roil Om AND ALL Lin. TEST GROUTING. TAKE S AT THREE AND 28 DAYS. D TIRE SPECIMEN OFt' F ° v� - 1 r FURTHER TESTING IF REQUIRED. C \x ` Q 1 CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO CYLINDERS FOR EACH CONCRETE Poim. CYLINDERS TO 78 DAYS. HOLD 3RD CYLINDER POR FURTHER TESTING WELDING -CHECK QUALIFICATIONS OF WELDERS AT TER MAKE VISUAL INSPECTION OF ALL FIELD WELDING. 'DURING. TAKE 3. BE TitstIto AT 7 AND , I ' REUIRED. START OF WORK AND 10d 0 4 "OC 0 BLOCKING 2 -ST18 OVER TRUSS ON PLYWOOD L3x3xV4 CONT W/ lets M.B. EXISTING EMBEDS 0 48 "OC 3x4 FLAT BLOCKING (w/Z ` CLIPS) 3 BAYS 0 48 "OC RECEIVED CITY OF TUKWiLA NOVA 9 191 PERMIT CENTER TEL. (206) 324 -6160 1UOH1 HUDSON it ASSOCIATES, ISC CONUUETTING ENG1NEE AVM , SUITE IS 9812 ` 2 ROWS 10d 0 4 OC 2 ROWS 10d 0 eoc STEEL BEAM 4x IP W/3/4"�x 31/2" THREADED STUDS 0 480C (TYP.) SECTION A-4 MAMIONA.A.10•ArOase.ANMAINIMMMIN SCALE: 3/4" = r–D" CONCRETE Pi SIMPSON STRAP EA. SIDE RE: PLAN W/3/4"0 M.B. GLB RE: PLAN STEEL BEAM –4" 2x6 BLOCKING W/ 2 ROWS 16d .0 roc TRUSS 7v2xiixi -a" 1 vo-hof A$2-5 H T.S. 2 ROWS 10d 0 4"0C GLB 114 EA. SIDE W/ 2-7/6"0 BOLTS W18 3/4" STIFFENER It's EA. SIDE EA. BEAM GLE5 DRAG STRUT OMITTED FOR CLANRITY. SECTION B-4 SCALE: 3/4" = COL. CAP RE: B-4 11 11 11 11 11 11 U END OF WALL SECTION F-4 elbeeiee6."1".111101111■11A1IM SCALE: 3/4" = METAL STUD WALL ARCH. CONCRETE #5 HORIZ. #5x6'-0" RUN THRU 'HOLE IN T.S. COL. TO • MATCH, HORIZ. REINF. #5 VERT-. BRG I W' 2–#5x3'-4" 0 8"GA. ‘(i'LACE CONN. 1'-4" FROM EA. END) :-,-.,-, : -13..-,:: -'/, 777..., ,e, :' : 7 " e . . . • • ,. .• '''''. "I.Wr4a7..Arer 1.11P,A.A.• • • ,..' k..1. . .■ . A'.......,,‘„".,,,4.''...7:14S7,!trre; . ' ; •■ee ,...'',... . fl,. ' . ''''• , ' 4:. :-... , , • . , . ''.. f '. . • .. eL: ;,.•.., 's.rri., ::;.,‘....i.' -..'4.1'7"••,,,,,e..,i• - . , ..„ ...'",,."."4 , .„,:,z- ;,...'; , ' '"• '',„ . TOPPING PLYWOOD TRUSS ix TOP It BLOCKING WALL & STUDS BOTH SIDE OF COL. O SIM. SECTION T.S. COL. W/W0 X 6" • 24"0C L3x3x1/4 BRACE Kx4 x 0'-4" STEEL BEAM PLAN • L3x3x14 BRACE (T.S. 0 SIM. SECTION) STEEL BEAM SECTION G-4 SCALE: 3/4" = SA59 EA. SIDE W/ 8-3/40 BOLTS END OF WALL #5 VERT. R G it 3/4" W/ 2–#5x3'-4" O 8"GA. (PLACE CONN. V-4" FROM EA. END) 3/4" STIFFENER It SECTION 0-4 SCALE: 3/4" = V-0" 4 V4 V 408 EMBED RE: D-4 #5 HORIZ. #5 VERT. CONCRETE' PLYWOOD 41(8 IP • ,( W/WO x 3ii" THREADED STUDS 0 4810C • ‘4fr TRUSS — BEAM IIIIIIITeral Ft ½x9 x 1'-4" W/ 2–#5x3'-4' DOWELS G 8 GA. EMBED I'S SPACED 0 48"0C •••••••••••••••••••■••■••rrnT.•■•••■■■••••••••J FLOOR, 0 ONE ,SIDE ONLY 0 SIM. SECTION FILLER IP 6" C.MU, WALL GROUTED SOLID RE: PLAN FOR REINF. END OF WALL SECTION SCALE: W D---4 P.C.PANEL • 2x4 BLOCKING BETWEEN TAOSS W/2-16d 0 6"0C NAIL PLYWOOD TO BLOCKING• W/10d 0 4"0C MAS. WALL 3/4x4 x W/' 2-=-%"0 x 4" W.H.S. 4x4 WOOD It • W/3/4"0 M,B. 0 48"0C EXISTING EMBED FP'S 0 48"0C L 6x4x3/4 CONT. L BRACE (T.S. • 0 SIM. SECTION) ECTION H-4 SCALE: 3/4" = /..---8–W0 A325 BOLTS CONCRETE PLYWOOD IP 71ix44x11-01--/ W/4-3/4"0 M.B. T.S. COL. 3/4" END IP'S A SCALE: 3/4"=- 11"lil1 A ( *+4 "t" , Is 1 nI No.18 i • iWiiiliiiiiiliitifilierifiiiiiiiii 1 2x4 KICKER MIN, A35 WO ALL THREAD ROD • C _OwOC EXISTING PURUN 2x8 e vv #12 WOOD SCREWS 0 12"0C TYPr USE 2 ROWS 0 8 QC STAGGERED 0 END 6'-,O” SCALE: W 2x4 BLOCKING NEW 4x1 4 PURUN TIGHT, TO 2x,4 STIFFENERS L_ EXISTING 2x4 S11FF'ENKR;S NE/U W. 2� -2x10 T1GHT TO PLYOD W26' HANGER WO EA. END SCALE: CENTER 'UNIT BETWEEN EXISTING PURUNS N W 4x14 S4S EXISTING PLJRLIN NEW 4x14 S4S) D.F. --L EXISTING PURUN x4 BLOCKING ,% EXISTING- 2x4 ;:RIPPED 2x TO LEVEL 1 .nderstandthat the Plan Check- approvals ate ; ;ttbjectto errors and orniss ons and approval of ,. ins does not atithor!ze the violation off any adopted code or ordinance. Receipt tractor's co , • approved plans ackruowledbedr EXISTING PURUN BEYOND 4x14 W/HHU414 HANGER TIGHT 'T0 2x4 cu OF U c' APPROVED r �fOT�D BUIL tNC DIVISI RECEIVED. CITY OF TUKWILA awi►pr�i' „,,./0, t tr a7 ,r 9 � ..w�` � t "9,., mi ° I ry 1 y}'}�j�q�� t