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HomeMy WebLinkAboutPermit 5789 - Red Dot Corporation - 2nd Floor OfficeBUILDII'G PERMIT (POST WITH INSP ..TION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: S7%S9 FEES DESCRIPTION AMOUNT RCPT N . ',D-1( DATE It -I ' T1 9 -18 -89 BUILDING PERMIT FEE 640,00 PLAN CHECK FEE 416.00 BUILDING SURCHARGE .2224 4.50 -1 1 I 1 - I -159 ENERGY SURCHARGE ZIP 98126 OTHER: SQUARE FEET OCC. LOAD SQUARE FEET TOTAL - 1060.50 TOTAL OCC. LOAD 2 PLAN CHECK 89- PROJF CT )NF ORt'1A FION UI v I 495 Andover Pk E e N, 100,000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT rr Red Dot Corporation 262304 - 9094 -0 TYPE OF D New Building ® Addition U Tenant Improvement (commercial) Li Demolition (building) iJ Grading/Fill WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: Add 2,370 sq. ft. to 2nd floor of existing warehouse /manufactur- ing /office building, and complete for office use. PROPERTY OWNER Red Dot Corporation PHONE 575 -3840 ADDRESS P.O. Box 58270, Seattle, WA ZIP 98138 CONTRACTOR Barry J. Lamb, Inc. PHONE 625 -0500 ADDRESS 1900 Occidental , Suite 200, Seattle, WA EXP. DATE ZIP 98134 4/90 WA. ST. CONTRACTOR'S LICENSE # BARBYL2Q3 ] ARCHITECT Howard A. Kinney, A. I .A. PHONE 938 -3811 ADDRESS 7322 36th Avenue S._W. , Seattle, JA ZIP 98126 USE 4 Office/ 6 -2 / CODE COMM / IAPJ(;F / / ZONING: C_MBAR /LAND USE CONDITIONS ❑Yes C No A A A FLOOR 1 NV SQUARE FAT OCC. LOAD SQUARE FEET OCC. LOW . SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD . TOTAL SQUARE FEET TOTAL OCC. LOAD 2 2,370 24 2,370 i 24 TOTAL 2,370 _ 24 TYPE OF CONSTRUCTION: III -N UBC EDITION (year) 88 SETBACKS: N _ S - E - W - FIRE PROTECTION: ®Sprinklers ❑Detectors ❑ N/A UTILITY PERMITS REQUIRED? ❑ Yes ®N o (through Pudic Works) ZONING: C_MBAR /LAND USE CONDITIONS ❑Yes C No A A A OMPANY: CONDITIONS (other than those noted on or attached to permit/plans): t- 4'I-t�� 0.i'je_,(4, /,r , ISSUANCE UANCE BY:: - � s % 1 ...,,, ' ■ ) OFFIC IIAL I DATE: /� ./9 .-/? I hereby certify that i have read a . -''amined this permit and know the same to be true and correct. AiI provisions of law 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 or the performance or work. I am authorized to sign tor and obtain this building permit. SIGNATURE: :' 1 / ' <'4 A/. //L _ DATE: (-" I - ea PRINT NAME: A A A OMPANY: t- 4'I-t�� 0.i'je_,(4, /,r , 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. DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. BUILDING PERMIT ✓ (POST WITH INSN- .;TION CARD AND PLANS IN A CONSPICUOUS LOCATION) • CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILDING PERMIT NO. DATE ISSUED: FEES ,__._ DESCRIPTION AMOUNT RCPT # - 7 : D 7 (1V 2224 ; 3 - " A - ` 1 I DATE BUILDING PERMIT FEE 640.00 - I - L 9-18-89 PLAN CHECK FEE 416.00 4.50 BUILDING SURCHARGE I t - I - ;fi ENERGY SURCHARGE OTHER: OCC. LOAD SQUARE OCC. LOAD TOTAL - 1060.50 SQUARE FEET OCC. LOAD PLAN CHECK 89-267 PROJECT INFORMATION SI ADDRESS 495 Andover P k E SUITE 0 VALUE 0 CONSTRU ON - $ 100,000.00 PROJECT NAME/TENANT Red Dot Corporation ASSESSOR ACCOUNT 0262304- 9094 -0 TYPE OF 1 -0 New Building C) Addition Li Tenant Improvement (commercial) LI Demolition (building) LJ Grading/Fill WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Add 2,370 sq. ft. to 2nd floor of existing warehouse /manufactur- ing /office building, and complete for office use. PROPERTY OWNER Red Dot Corporation PHONE 575_3840 �zIP PHONE • EXP. DATE 98138 5 -0 11 ZIP •t; a ADDRESS P.O. Box 58270, Seattle WA CONTRACTOR Barry J. Lamb, Inc. ADDRESS 1900 Occidental, Suite 2QQ, Seattle, WA WA. ST. CONTRACTOR'S LICENSE # 6ARRYI203J0 ARCHITECT Howard A. Kinney, A.I.A. PHONE 938 -388 -38 11 ADDRESS 732 .6th Avenue S.W,, Seattle. WA _ __ 98126 K j USE .4 ,� Office/ B -2 W _ ;',,` -.',�' ,. / ,G Q, D E' • C 611h,P / L;1 A N C E�, / / 1 -' 1 `_' 's ', q.con Nis SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. LOAD SQUARE E _ OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQ UARE FEET 2,370 TOTAL OCC. LOAD 24 = 2 2,370 24 TOTAL 2,370 24 TYPE OF CONSTRUCTION: III -NUBC EDITION (year) 8p SETBACKS: N _ S -. E - W _ FIRE PROTECTION:LaSprinklers 0 Detectors ❑ N/A UTILITY PERMITS REQUIRED ?0 Yes (X) No (prbug • • . ZONING: C_mBAR /LAND USE CONDITIONSoyes (ENO 1 -' 1 `_' 's —_ CONDITIONS (other than those noted on or attached to permit/plans): ,� fie- -11-6 -, 4,04 APNHOVED FOR )•' i�� BUILDING j ISSUANCE BY: j f. 4314 ( !� .!. ter,,i , ! , j OFFICIAL DATE: .} r , !� �1�J % -,� to be true and correct. All provisions I hereby certify that I have read and emined this permit and know the same Y Y p of law 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 or the performance or work. I am authorized to sign for and obtain this building permit. SIGNATURE: I71/� /,,?8''�A ..- y, ' I DATE: 1 1 -' 1 `_' 's PRINT NAME: k' A k„ (% 7 4 A' OMPANY: ,� fie- -11-6 -, 4,04 This permit shall become nul( 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 DATE ISSUED: OCCUPANCY NO. ()'J oo 1 r —ro5-17av i'.&?atit 4t3° #.YfO 3ks?1 4�L 'Ul'E�75h15xa^te'caaaFyen+.rnn nrsku�,..rn�.w.... .w..,+....,.u..., ..........., a. na. aa. x :e:�ee+1.e'icAiM+�sltKSr.'Aa'pu df,Cr eurrriysn4rtir�.rxNUr.�ytr aer: nttsa•�mi`�:�:rekxnn ;wrson..cr«� xmr»nu. +nurr > +<xnwvayn :vxtr��ne; CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection 04_ �l! ---'� Site Address INSPECTION RECORD /;(.5- 5- 7 E 1- (7- PERMIT # Date c-1 x`15- Pt- C` Requestor Z.-Pa L._ Special Instructions Date Wanted Fe,-Ga.„/ p.m, Project /ge„( � o fi- Phone # �' /�-- / / / 9 Inspection Results /Comments: ■ /7c Inspector e � Date //f/P M' • • , lWitlt rL,Fy.Ltilift% f,1 '+ tatcr,ANA lulitOFGiA= Nf.'rHikmn s.+SaJf..l.i.✓u•:u . wa v�r: r. c- rtr• rtwM•'. u.' WC'. lY. th} �1tl2t2:.! G' X {}:J',WhiJLYS41f•J?ll1IHY•4.+J: R'.vil4S?Y.a•Af. :(i.:MVFY It'i;r at NS R:. fn`tNaN•••nca•�. x »•..+it..•r•N a••r!•u�•n••++' +. •+•.-NUr- •'.a'irt•1a: ' CITY OF TUKWILA Building Division 6200.Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTION RECORD PERMIT # 7 Date //5/e, Type of Inspection Sv 53 C-- �t1/12� .4e�aG ate Wanted / Site Address 9(7.5- / ,5, eo(P� � L5--- e-- Project Requestor Phone # Special Instructions .m Inspection Results /Comments: Inspector Date � e5 b >1'WAIS±xYa*."AR4 I0k.2,40,24u.. 050+ »w..>.,.y.:.�.w......._,.., w...ti .v,.... «•......,...,.•....w..um wr :c•.�...acwx+�wr. r.ame�ru,...nµw. nxv.Ma..:.�w... CITY OF TUKWILA Build4ng Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions aktir c D c -er PR E. INSPEC ,4N RECORD PERMIT # Date I -a -Ro Date Wanted 1- --(10 a.m p.m. Project 6R.11 bCSt" Corp. Phone # S 1S- I (ICl H: /o Inspection Results /Comments: PIc?or - hU8 ctt' 4 °� k.� t�.5 44)1— 6n`tip°le a v pti-o v d ex &e�1 Tncnartnr 0,/2-(ypi natp // -31 4d.SAU%ek`ckJt]n *.;%*1i; ": CITY OF TUKWILA Building Division 6200 Boulevard (206) 433 -1849 Type of Inspectio Site Address Requestor Special Instructions ....n.•.n. .WIW'1pFVMtY�1wi:YMti..:LRi TVei. i1!411MYtne.�.t;.vR:...'•!'V iIA J:N�t^.ati M.Na:!.:t•'f• .ems INSPEC aON PERMIT # '/ Date /2— Date Wan Project :aR ..•.. Si .� tt�4...te.t.te1.�.C.M1 MS'a": +txVY.f.J We, RECORD LAB 3: 30 7 p.m Phone # /// Inspection Results /Comments: r6lnrty v 694, & - d' d ec7t.-�� /e.e-e roe e X L e ick. std illi5i I .L-h s lrla 'ib-t / IA 5r0 Al ,— , /44,45 e ea) t excep Tncnartnr OA-IAN ,4e1A Hato /J-49/e7 X.t ?7,�tYu7�1.9`�v h.3t9G� i vp; tre <ArEa�i4inr.�zrn.zrx,,.�,v�,. CITY OF TUKWILA Building Division Tukwila, Boulevard (206) 433 -1849 Type of Inspection -41 Site Address X7"`"/5- Zkt._e Requestor ..,« w„ r.. r. c� .xxsm.«JhF,vab'dhrs:l4`W"1'3x: *�'if4`r- ms�::� r.; years,,: r. Ynwu. t: a /uu k0!.lnz1:1t rvM..lrr.,+:` Special Instructions(,' INSPECTeN RECORD PERMIT # .512 O 7 Date Date Want --P- Y —L$9 Project 7!77 Phone # J7 S—' ///9 Inspection Results /Comments: G-te4 ,, p Aeze,.00 - a 4,14" T ne nnp+tno 14A-4 n� +•e L122 2-9 CITY OF TUKWILA Building Division 6200.Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address Requestor Special Instructions V1,-;r1.r.t INSPECTION RECORD PERMIT # 1S9 Date IQ —Q0 rt 11 0) 9 5 'Andov.er Pk E arK .1"-ohn.50r) Date Wanted la-Q.1-V Project Km Jpci- Corp. Phone # f575-1119 1s5a e:Q P.m Inspection Results/Comments: /J2 /- cgerdeize oz, eetted'. _.-fez,"(7, • e mti/ Inspector 000/ Date 7w"iv"Y.:"t i S`.'telittI"e.rEei0_".S 113f1. YNL;. nmr ata ut•, re ,nc,�w,.:,.».�roan,.>..,.,u.m�.. ....,.....,.w.. ,..,. f,.., w.., xeei, wtaxvew�A,. lrikeswrb, esnsr., z- lus�e+,:;v..a.��oxn..•,�n.raura cx.�r�.xerx,: f.ani:::+°..m: ;nys•v;ch.at:::rn..:y.�s'.a .�bT+Ntz�.;:hNti1:7:- CITY OF TUKWILA Building Division Tukwila,tWashington Boulevard 98188 (206) 433 -1849 Type of Inspection Rabar Site Address �,�.� Pvrlduv.Qr Pi< E- Requestor Special Instructions INSPECTION RECORD PERMIT # )559 Date I - -'`� Date Wanted / oQ - 469 Project Rd Lo Phone #rJ %' l 1 early P. Inspection Results /Comments: 4ov 4e,76/. ca_k Inspector 4914;1 AgeeZIP Date 2-/c r� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Io.�x...w.waFran Type of Inspection PaiZ4) Site Address 14675- 14i4a Ve4, pan/tie , E7 Requestor 1. pyictor) Phone # 575/1/q Special Instructions 1 3.'00 040.71f. $+, ?fruftt'l at4A45re s!... Art % ".`ii31?nA \ ?'!'R�rl.:L'Cl.'SSi: •X'f. t:Fi+tugwi ?Sd tNAY :'fi9 :fY5l+?Pr: is +'IJti�TSAY!' ..I INSPECT N RECORD PERMIT # 89 Date I gF518 1 QrOL4 l a, Date Wanted /2//// gq "UV PPl ril L) am.. Project pa aot Insp -� tion Results /Comments: IA -0027; ae' e7140 AV.o4lp , o44 S Vii' D O U Inspector Date /,� 4%C k'w'teili1!r.gi .�.' led' lkbtA lr.;/;;', 2,4 t! 0:', Nt.. 04%i JRn':: i, 01$ r..: cw:n ta+.+ 4p,..++. n7,,..,... n, u..,..+.......,...,...r... s�.: mm�. x. e.++ K:.¢, hatlnvesrit :tr;c:.auwtf;n74nt: .., a.na:t.'esni;•.ea " *.v :.ita.:[.,sfiy.t ,..... r. .v a._r,r,�yr�� +.r.. <.... CITY OF TUKWILA Building Division 6200.Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 • Type of Inspection /sZ,G i12gS Site Address x/95 4 - /64 ATA5G Requestor LC'S% Special Instructions el5.1,lc/ INSPECTION RECORD PERMIT # � 7t? 6 11(110 61,01. Date 125.7 Date Wanted /�.5. Project �e� �Z .-- Phone # 5 7.5 38Yo Inspection Results /Comments: 5 s —% Inspector Date /,� CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 • ..,, ., nay. �w^ Xtrr he:rrruyA+::w`,*?.+.x.sn�,•... fat':+ a.. trwt:* n. FW�trx :.t�e.�Krtn!`„a•n�aa.r.••�, •.�c� ^:- r,:,.:: Mrv::. ;'ar•.:: INSPECTION RECORD PERMIT # 7e? Date 1/ Type of Inspection /hf ('oor SGYr/Ge 441 5-riv Site Address ¥7f.5. 4., oe.d A/4 Lomax S Requestor .Cep .6-arrt Date Wanted // Project Phone # p.m• Special Instructions ', 0 /4 ., , x c+ A t9e"' POWrfror'�' QG Inspection Results /Comments: f'Je2 C ' c 4 ,Le.9 .Zo,)e/orl Mai( Gie joIi 5��e , (,(Je -,�,- Over 'la h S / �:S" e. �� /-� y0 iu� p 'Z�s , /j�o 1-0 lekv? S Inspector )161441 & Date ///a� /ey CITY OF TUKdILA Central Permit System ..,control No.. ) - i Permit No. '`��7' <`i% FINAL APPROVAL FORM TO: El Building El Planning Project Name Address /APIS.:iri Type of Permit(s) AMNION ❑ Public Works Fire Dept. art Cl Police El Parks/Recreation This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. C. This project is NOT approved by this department; the following corrections are necessary: ( -)., ( ) () ~. may. () () () Authorized Signature Date C This project i , approved by this department: 2..uthori a ign6ture Date CPS form 3 TO: FROM: DATE: SUBJECT: City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 12061 433-1800 Gary L. VanDusen, Mayor MEMORANDUM EDIePION To PrQOCED ' N0/ r aM it 5781 X e )Ata tt At2GO1TECT) t cReotsED RANS NA-3030AL t RE,06tou INLOLDED R MOUINC4 XIS tIsC1 I Wi tZoke .TAI AND 'RE (L A U1 -5AM� f oie- _ , . !Am' Ftc4lo1-t 1s op tis CottecRu tJGe. 17a " a t l N C,t [BUD (tC &Tl ot1 Ml NO t tom- o — Ito ac- ( - &4oiors TARAuxEL 1�11Z W - et) w, lSeo -A4Ct TS , A1- 7 C 1- ' k\Oce 6 GOttt) '.at)1510N Z Akv000eu ¶t6 (10 /T2.MEMO) 441 A Z 6200 Southcenter Boulevard Tukwila Washington 98188 ? (206) 433 -1800 Gary 1. VanDusen, Mayor City of Tukwila 1908 Plan Check M89 -267: Red Dot Corporation 495 Andover Pk E THE FOLLOWING COMMENTS APPLY TO N F0ME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__ `"1 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872 - 6363). 3. All mechanical work shall be under separate permit through the City of Tukwila. 4. All permits, inspection records, and approved plans shall posted at the job site prior to the start of any construction. 5. 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. 6. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). • 7. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9. 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 registered structural engineer. 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washignton State Energy Code (1989 Edition), and Washington Stae Regulations for Barrier Free Facility (1989 Edition). c ty i (of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor Red Dot Corporation Page 2 Plan Check *89 -267 11. Notify structural engineer prior to enclosing the trusses to provide for opportunity to inspect the installation. 12. Validity of Permit. The issuance approval of plans, specifications construed to be a permit for, or an any of the provisions of this code ordinance of this jurisdiction. authority to violate or cancel the be valid. or granting of this permit or and computations shall not be approval of any violation of or of any other regulation or No permit presuming to give provisions of this code shall CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -1849 BUILD[IG PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place SITE ADDRESS: 495 Andover Pk E SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: 5�}�y ll- I gh Red Dot Corporation CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 433 -1849 X 2 Foundation 433 -1849 3 Slab and/or Slab Insulation 433 -1849 4 Shear Wall Nailing 433 -1849 5 Roof Sheathing Nailing 433 -1849 6 Masonry Chimney 433-1849 • 7 Framing 433 -1849 i 8 Insulation 433 -1849 t 9 Suspended Ceiling 433 -1849 I10 Wall Board Fastening 433 -1849 11 12 X 13 4 FIRE FINAL Insp: 575-4404 15 PLANNING FINAL 433-1849 16 PUBLIC WORKS FINAL 433 -0179 X 17 BUILDING FINAL 433 -1849 (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 sot and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or tf 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. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 1. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 9. 10. 11. 12. 13. 14. 15. 16. 17. FINAL FIRE INSPECTION - Contact Fire Department tor their requirements. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 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 — 872 -6363 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 433 -1849. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. ANCNK. #S`1- ZG? "X" REQUIRED INSPECTIONS M 1 Footings Foundation il2 3 Slab and/or Slab Insulation Shear Wall Nailing I4 5 Roof Sheathing Nailing 6 Masonry Chimney Framing II7 8 Insulation r410 9 Suspended Ceiling Wall Board Fastening 11 12 13 114 FIRE FINAL Insp: 15 PLANNING FINAL 16 PUBLIC WORKS FINAL 17 BUILDING FINAL THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER i8No changes will be made to plans unless approved by Architect and Tukwila Building Department. OPlumbing permit be obtained through King County Health Department .and plumbing will be inspected by that agency (including all gas piping). Electrical work5FI4l1.be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. XAll mechanical work to be under separate permit. All permits.1511/1U.be posted at job site prior to start of any construction. When Special Inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. OAll 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) OAll high - strength bolting to be special inspected. (Sec. 306, UBC). j:lIg Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 15 X Readily accessible access to roof mounted equipment /required. Engineered truss drawings and calculations shall be on site and ll�� available to Building Inspector for inspection purpose 'po44)1Ateut -TS CMc&tt bfCatr: a Sea. T. steltmouvc 0k. top, ergre OAny exposed insulation backing material to have Flame Spread Rating of 25 or less. e OSubgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. OStatement from roofing contractor verifying fire retardancy of roof will be required prior to final (see attached letter). X All construction to be done in conformance with approved plans and requirements of the Uniform Building Code ,(I4#$8 Edition), Uniform Mechanical Code (tf f Edition), Washington State Energy Code (19&i Edition), and Washington State Regulations, for Barrier Free Facility (19f}i Edition). OAll 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 contractor's responsibility to have a sot of plans approved by that agency on the job site. Validity of Permit. The issuance or granting of a permit or approval of plans. specification.; and computations shall not be construed Lobe 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 to violate or cancel the provisions of this code 'shall be valid. PLAN CHECK NUMBER e• Z City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control Number 89 -267 (513) Gary L. VanDusen, Mayor October 17, 1989 Re: Red Dot Corporation - 495 Andover Park East, Tukwila, Wa . 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 8:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 1O.3O1b) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, 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 ft. 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. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 when serving an occupant load of 50 or more. (UBC 3303) (UFC 12.101) 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 ". (UFC 12.114a & 12.114b) Exits serving more than 50 occupants must be provided with illuminated exit signs. 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 12.113a) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4-1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & 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 #1141 & NFPA 13, 1 -9.1) (UFC 10.307) 4. 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 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L.'VanDusen, Mayor Page number 428. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file nod CITY OF TUKLA DEPARTMENT OF COMMUNITY DEVELOPMENT " 1905 PROJECT 2D, ADDRESS 4cj Aw ORDINANCE COMPLIANCE CHECKLIST Uniform Building Code, 19 ef3 Edition. 1 Ci____OCCUPANCY aRnUP IN TYPE OF CONSTRUCTION it III"-±L 1-.1.ke_or-c) J LOCATION ON PROPERTY 2] RHIlniNa WFGHT/NO of_SIORIES._(i) 617 6.0r-CA FLOOR AREA 'Pk(2_61A5exz. cc:). rtc=1,K= 1740 2."Dc-c-cfc 1g1 OCCUPANT LOAD C:F7C.L EXITING BFQUTRFMFNTS 1=xt6TI_LIci EXt-LiU4_EFom._11- ‘9,0a.e. AP-EA tatAct-im,teo -19 Tt. Izzeols-at>i '..)crri Sq. _DAV-4A_ L]„DETAILED REQUIREMENTS: g ncruPANcY X TYPE OF CONSIRUCTIONL. X ENGRG. REGS. & REQMTS. gW•S•F,C, CHAPTFR 51-10_ LIl 0 NOTES: I1 !] 11-] • PLAN CHECK] ,NUMBER n n LI 7D CQR 4c cJERP- f.4 CORF COM= COI4r= 60 pp LLA 6oppLii v.() Li MA at:e1-11_ 12- Li ____G.ux.m_f.0alwL-- )4 t El ____Co4tani4 ris‘2--eN 0 -71P2 _0 [ q-C7M-L. Izt- -c-cciAip.-66, -7 I oo tiJ 1:7‘..12_crc, . Li oFC.,.AaeAncc, t-z. =-: Ma ed tr Ftz >.so :a_ •-qi_______ ExATrn L] 1REGIL) t RED E-Rpkil5DAsts .Azzok -7-.. _ _ .x/Elzt r---4>cAse_MEa4__ LI AcLeA., LI CoNF:. [1 Mt47cooM F t4 ______c2c)ketAl 1-0t4c,t4 057 ---- zo 300 = ct$ atc-eletwe 7321- mo. 73 0 ____ (r-c. SmD Z10 Ao 1_19 VD&A D r1 1,1.c71 /-4 OF( krA.LXL_La-z--- I .c1 > W _Qe±Q. Lzi_e4v_ts rizecaiD,._ El .. • 61' lit D - .1.• la r" URA) vOCTi i--AiLef7 _2. (1_4r4c--K- .•›.11)t-p)*-1) i ] r_. , PLAN REVIEW #&:1-267"/ JTHE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. I, 'NEED SLoxZ pLAk4 OF Fa4ISTI t „L,IE" l�531l.a) r5 ' & 1 �__ I RED (qua - ■ muder • GOD (.04siv *s40 e4Ace.,_.q camois aCCia`_31-?r%-- D ? 17 y Witt BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER <f)9 )(D-1 PROJECT NAME SITE ADDRESS �� �� Coreok S'll Li 15 Rr_clovec Pic E. 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 requ4sted is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD Z ?7D 21- DEPARTMENTAL REVIEW "X" In box Indicates which departments need to revlew the project. ...... ....... BUILDING - initial review 9-m- sc) 9it FIRE ULT Date gent - at (ROUTED) 10,16 J6 &I 'FIRE PROTECTION: Sprinklers (] Detectors ( I N/A FIRE DEPT. LETTER DATED: ► a i -?,t) INSPECTOR:..,5-Ay O PLANNING ZONING: C— (l PAR/LAND USE CONDITIONS? (jYes INIT: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- W O PUBLIC WORKS UTILITY PERMITS REQUIRED? rl Yes INIT: PUBLIC WORKS LETTER DATED: O OTHER qBUILDING - final review REVIEW COMPLETED INIT: UBC EDITION (year): PERMIT NO. - CONTACTED L 1 l ()war a �; ,�� y i l•Lr u '�8�1' DATE READY DATE NOTIFIED )D I (init.) -- �f 5 PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING (_ / 1(��, 3RD NOTIFICATION BY: nit.) BUILDII3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division FEES (for staff use only) __,.....,...., (206) 433 -1849 DESCRIPTION AMOUNT RCPT. # DATE BUILDING PERMIT. FEE 696,00 9_ (�-S9 PLAN CHECK NUMBER �`�1 -` • I APPLICATION ll'1 U `� T BE FILL. EL) OUT COILIPLETELV PLAN CHECK FEE BUILDING SURCHARGEt tLi;n ENERGY SURCHARGE OTHER: TOTAL:- •),060, SITE ADDRESS S ITE # 443 A {ovek- F 51-t- VALUE OF CONSTRUCTION - $ w 1 e r ) ) QCO , o0 PROJECT NAME/TENANT D " O C- .0Ir∎i Varl OY1 ASSESSOR ACCOUNT # a(/)aJ0,� C 909LI - ) TYPE OF 0 New Building NI Addition 0 Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage • Reroof O Remodel (residential 0 Other: DESCRIBE WORK TO �B�E DONE: .4 e , ie/Xc�•1'1Ju 5C /AA/ MU LAI 7p K:C 6101.)/W111/ '14. to 2 -Rao- )41.S.-t , C,411,4 f?*�?6t -Pr- otlic.c. VSO • BUILDING USE (office, warehouse, etc.) p4-- O`eact iOlr1 hevo oCGU pi 4 -11e1ie Ic+ul leittnaf 6114ca ( 7 41- ti,e-a.A3 Viia.rinausc/ rvio-Paeitinr7q / Citql c... , NATURE OF BUSINESS: AU4tjrr'"" 4 am--- coffdLhonIwet Ql tiI °I e.141- • WILL THERE BE A CHANGE IN USE? XL No U Yes IF YES, EXPLAIN: 1 SQUARE FOOTAGE - Building: 1 Jew, Tenant Space: Area of Construction: 4 37O WILL THERE BE STORAGE OR USE OF FLAMMABLE, BUILDING? 0 No ► _ 4 Yes IF YES, EXP I N lam,: !t0_�? G UY1�GY Ire LW /re *"x'1017 WI 114 CL COMBUSTIBLE HAZARDOUS MATERIALS 'fYsCG t lt-C %1G0GtG .714a LAM 15 Cltc IN THE W OE* IN •Ic:Vlihk( PROPERTY OWNER 172,,t- �a rat ov, PHONE, ..., 6s1 ADDRESS ��, 130K X827© � G� Wa hVcj v1 Zi'9 CONTRACTOR Uvrliwln a^ -�'IkiiG 4 arr1 t loo PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE . ARCHITECT HOW /ire' 4 • I4Yivi ) A.I.A. � PHONE 8_ ji ADDRESS -7*Z 0 AVCYILIG SW, 0.:=2:7.411 VA ZI `Mizb ;THEREBY CERTIFY THAT 1' HAVE READ AND EXAMINED THI.S:APPLICATION ;TRUE<AND CORRECT, AND 1 AM AUTHORIZED TCJ APPLY FOR THIS:: PERMIT; BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE NDKN W THE SAME TO I PRINT NAME Howes# A. ,a ADDRESS - 7r.r�{�}G DATE _'Sg PHONE cs CONTACT PERSON esAosv� CITY /ZIP vsi PHONE d -sic I 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 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. 'I nis figure will ne 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. 11 you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 3- I COMMERCIAL S63MITTAL CHEQKJST NEW.0061111BICIAL . • s• COmpieled building permit:6001686On. (one for oick:iitt.CIOure)..... Alsessor A000unt Number •••• •• • • Two seti (2) of the following,..... OMMERCIAL4ENANT.',IMpfloyEmENTs::::": •••. .." •.....•.: Completed bullOng: permit applicatipolorle: for each structure or .• :StitiCairal,calcUlationiitaMped by a •:Wri shingtats,04!*: 11.00r, Sok report stamped by a Washington friargy;CalcUlatiorii.atenipad by Washington englneer or architect • •••• Woddng stomped by a Washington State llc • • ■••ArchSite plan dmwings • • Str u o natj.r ° drawings • • Me al Ps : n 04n1P011)d-••••11:•tY.Ititii. ••• • •• nos • •' • speoe • iitii*:.*40...ci:EiOle.c1:0.1F.1410g....:::::::i.., c.,'iotiio:t1:iioilai..01*ii:::::,::‘.]:,::::::.......::.:.::.•....::::::.::::: ,:::-:: :.„.:.......... .... :.•:::::::$.,:i.:::....t.IOCatIon.:,. . ,....... ......... .:„..::....,:„..„.,,.::, .........:•::::::.::::::::::::.:::::::::..: • • ■1.11te:Of:iiillOciii0ic■iiiiiiiiori wall) tenant • :•••••••944;•ft44•Cif•ril.•le.••!°•.•• P•:." .................................................................................................................................... .. ''...••• .. . Floor iii.la!t•.,#f.firiip#!i0,:teeiitti?.!eC0::::....".:..:::,...:.,,.:_..,, .. . • '.:----•:•••••• - •:•• ••••• -..-...,.......,...:,.....,„..... ••• • • • • • '.......Tetti■nt sp0:..plen...■•■Itil uie.:.ofeaCh.t.ciom I:ia,.....be.„::.....1.:ed.,::,......::::::....',....:!..,:ii:.,:,..........i.i......„,;..:.:,..:::,,,..., Exii'doonlegr'esBPlitternt*:::. i.i.iO'...:'iied ••.':',•,:.!!!!"..i■vi!!.?!!...ii4■!.i...#1ii:*.10..:•.ra. .. :.. ... 4rrionst■Ocf.....:':"'::0::..q..;':;i: ...C.i.ii,iii:iiOri.iiiiiiiiii...:::::::.; :::::::::::::::•::::„::,::::::.....,„•„.., .....,.: .,-.• .. • • • NOT and red Staibb.iral:calCulatiOns:stairPed by a U�nsed :•ngineer (rad(itorege Wand RESIDENTIAL • ,--••••••:•••••:•:;••••'••d!••n•i• Assessor Aocount Number i).1:'f:40iiiiitrguc411..."'"'•:iiiiii""efeCral...ini:.!ils:c • • ' • Washington is structural separate tetlity btpatio:I. 0 2 NOTE ' • • • .• • Wilt • ••".'7777. • • ''''''''''''''''' •••:•lf • i• ::::•••:••• • • • • ' • • '' . " REROOF '' • ' '''' ' ..• NEW !ostiok.E.FAmiL.y. Oigt4.!NosrApplitoils Completed buUdng permit', application (onsffor each :.structure) • • Aettessq!:..Accoyn! Number Two:Sets(2) Of...v■orking drawings, which includ . . • • : • • • • Foundation plan...::... • ... • , . • ..,... • .• "• • Floor. •Roofpn • • . Sulking.eievationxiali • Strticttirai 'rattling plans ••••••• Washington State Energy Code data Completed utility permit application • • : " Six (6) sets of site plans showing utilities . . : • ......::.. • • NOTE; Building site plan and utility site plan may be combkied See .ue7ity parmit application and checklist for specific submittal requkements. . **biome topographical and soils information may be required if Unique she conditions. *.. . . . . . : .1•• ' ' ' ' '' ' ' ' ' '' , ' ;':: • ' (one for each stru ••..Assessor T ;•' 1...6°It.4di)::.;••••:•:••••••••••'' • • • • • ••'•:••••• ' '••":•• ' ••• • • •••••••••••••• • • ••••......•.•••:...:•r:•:••.. • •- •:• • • • " • • • Ian •p.100:.:•••••••••• ••••••• •••• • • • •••••••••••••:: ' • ' ' :•••••• • • •• • ..• • • :••••••••••••;•••••loorp!an......• ••.:.•••••••,. ••••••,":: • •••• . • •• , ' ' (ali views) • Structural framing pians NOTE 11 aiy uUhty • • '''' ' - • •• . • . • • ' •••••:•••••••••'' • .•-" IU be dane provide utllity •••• • ...•:••••••••'•'•••"''''' • • • • • „ :.•,:mnsl plans must be submltted '' ''''''''''''''''''''''''''''''''''''''''''''''''' • ' • • • Completed permit application (one for each structure) • : Atseasor:ACCount Number .::::•:: . : : :... • Narrative describing existing root, material being removed and • 'Material being :....NOTE:'4.certifICiatiOn letteris:required prier to final Inspection and sign- off Of the . : 1-10L-GCNVN SCHEDULE NOVEL At3OLT eCt.75 X , Y1 iir YzoN ', 414) 76' ?hp CITY OF TIJ4WILA. APPROVED NO 19891 41 24,411,4,:oe BU 1 DING !VISION •• IIIIIIIIIIIIIIIIIII,I..I, I_ I. I . IIt1, 11. 1 11 11. 1, 1, 1 11i1.. 111, 11.l 11.. 111.1. 11 , 111, 1,,,,. 11. 11.111, 1• 11111 1 ... 1..,., 1. 1_-1• 11i 111,1- 1 1%1111-1--1-,111.1::1 1 1‘,.11.,.1.''1 ' '''•: -1 11.1- 11'1;11- ' 1", 1 1 ,1-::-"-: i-'''-."''.'.1 .' 1 1 ,Ir1.," 1 r', 1 t',1-,1:,,.1,°'1;•'„1/ ; :1-,1:..1 -.-1---f.-; : 0 16146 INC.. 1 2 3 4 5 6 7 8 9 10 11 mADE IN GFPMAUY 12 0---, ----,-777.- - -.. --,77,) -7:—.7 .- "----, l -"—. -"'"- — i I[ . NOT f the ,micrcfined Cocumeniis less cer then ths , , '' neticc 'it is cue tc`thei.TiolitylCr:the'cririnel eccun-ent. ■ OE be 8G L3 (f. GZ fiZ CZ ; t.0 0 EA 8L LL 91. 5.7!. el 31. LI OL. 6 8 L 9 53 t C L V4 0 /11.11,1111161111111 Nil 1111 1411if 111111111111111111111111121/11111111111111,1111111111111i111111111111111111111111111111 1111,111111111111111111161111111111i111111111111111111111111111111i1111111110111111111111111111i111111111111111111111!11111111111111 1111/1111 1111 1111111111111111/111 I I . 1 1 • 4.- v4y., f....•-■•■ • f. '74,5*W 4414-72., �' dL'M1:.w�[d�j'k�.xS'6�ifi.7YZt„c� ^S 44'+r�.A.`l".•fiY Svc WALL • . 5IM PROVIDE > mt.. END 5TUD AT ALL 514E.AES WALLS W/ 54" STUD LT e 36' O.C. EXISTING NEW cOUtLE 2X12 5OLID dLOCKNG 5ETWEEN 'EXISTING 4 x JOISTS aOUNDARY'NAILING ” : I understand fiat the Plan Check approvals are Subject to errors and omissions and approval of plans does not authorize" the violation of any adopted code or ordinance. Receipt of confractor's copy of approved plans acknowledged. FLOOR 3015T / SIMPSON \NGER5 -TO L)t l;;;a G 4- I� JOIST- FOOTING F(1Rl7� SEE PLAN aR1L RF%t.1: NEW . V2." PLYWOOD 5I1EATHING,'I04 '' 4'0.c TO 'FRAMfrlG 5HEAR_ MALL ;'5W-2 :xi5TING SMUT fl-001A 5HEA1 5EE' "IrLAN 1E3''2A \ 32 52, • 3/4. " C D X PL`(WOOD 5UtATHIWG UNBLOCKED `DIAPH>r '&AGfvl IO d 6 6 "o,c. TO SHEET EDGES I04 0 10'1o.c TO SIN rERMEDIAT FRAMING MEMItett5 4' -b" CA4TIL EXISTING FRANT WALL • ` ' %z " CDX PLYWOOD LOOK JOISTS i EAT Ii G'OV�p� EXISTING GT' WALL '81) to 4'e 3'A." o.0 R TO STUDS MD WALL PLATES SHEAR WALL 5W-3 NEW FLR 'J5T5 CITY OF T i WILN APPROVED AS t Z. , Zdi ESU LDI ; DIVISION • , IIICI I I iiiiliLllfl l I II II I:i I II II iII III 1III I 1 i il l(j l I1 II 11 11 1.1 {1 J l i LI. III Jlfl II: IIII...I . 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Dsfine'stells.wtth 4"'v4 de paint ,stripes (See`�8peoification)) SITE PLAN, GENERAL NOTES;' VICINITY t+ AP, & CODE'INF STRUCTURA 1 St - its FOUND: & 2nd FLR; FRAMING PLANS, CQNSTR.: DETs f 'GEWEAAL AN NOTES ' f ; AND CONSTRUCTION DETAILS t I4' diem gaiv.. Std Steel Pipe Rifting. 1 understand tnat the': Plan are subject to errors � approvals pans dos nett a �r+aviot Of 'ize the violation of OnY adopted Code or ordinance. Receipt copy of plans �' contractor's ac legged. Permit it - 2a3 -8" . 21V-6°.' ........ o.. .... ...� ,.y f+t ISlMp % m General Contractor shall verify all dimensions and 'building condition.; before co, encin . wor , and shall. notify '` ' <, 9 � , , y �rch�.tect' Of any discrepanci:eg. Written 'dimensions' shall prevail in all cases. • General'`Coftractor; shat coordinate with his,, ubs all: - bases, curbs. an t access openings' as req i.red for Mechanical' and electrical equipment. 'Chamfer " all cor a" ire ozx' eicPosed ' concrete walls 4. Al Z` work shall acinfortn wit ?i applicable' codes- and re'gil.ations. 5.. General' Contractor shall ;hot allow' any debris to accumulate, in structure;,' or on gro ds; haul' await' from site and' dispose of at Contractor's, expense . 6. Chefpica]. 3�ire:t'e ct` Ing ti*hers N:I (Not' zrt Contrast) . 7.. ;.All , t . includ9ng 'furred spaces, stopped per code. �3 . Aimensibna or,: drawings are taken: to the faces of sheathing and concrete ' exteri wa3.1s and, to the center line of interior partitions; and cOluranitiV unless= otherwise" fnitcd, . 9. All ;i ncluding' ezits, >slxall `be 10. ,gxit door hardwire shah, eontorm- to U.B.G. S ection 33b3 (q) '11, alarms, '•hose,,stations, ..sprinklers' and emir, ' .�QSn�lete fire gu�.sher , -. '`..layouts shall be submitted'., per .,separate perm t ;anti appro 1 of Washington .Survey and 'Rating., .Bureau, Factory :Mutual, ' and ; t2ie governing `Fire Department'. 12. , Par itl.one shall l ' ..i''.: .r to .r..-.. Above unless shown or `noted otheiwise. marked , per OSHA standards, . Mechanical( and electrical .:systems, including related ianRrovementa: : shall be ` idder:.designed and submitted,'for • . Existing HVAo awl electrical. systems shall be augmented ` to accommodate' the ' new adcitiop and shah'' be,' equal-to, : the existing systems in 'all" respects. , Provide drawings . for appro�ta.1` by Owner And Architect. « ~ANA RE:NTOI K IflA/irtfll `' IIIYI/ 1 � ` y u i "ir•k" uruutrnp `•` 1 TUKWILA CITY LIMITS THE BUILDING DING WAS CONSTRUCTED DURING 1073 �r ti 1,41111 1,11/,11 1 I/ APPROVE OCT 1984; ..y *4. :mI., `:4; N. 3U Di D 'ZONING DESIGNATION aC -M" DISTRICT- INDUSTRIAL PARK OCCUPANCY CLASSIFICATION "B -2 CONSTRUCTION TYPES BUILDING ENVELOPE : III°N OFFICE PORTION : V-ONE-HOUR ED BY AN AUTOMATIC SPRINKLER SYSTEM :THE ENTIRE'' BUILDING IS PROTECTED _ .. STORAGE YARD. NIKON 24 St jil 24-O' `1/7`:r + r t y F r 1 � , F - :, , Kft I (: t LIMIt5 ORIL IA OFFICE AREA 1ST FLR 7,100 SO FT, 2ND FLR : TOTAL' AREA : ,1 38,820: so F:T, 0,170 SQ FT TOTACAREA 417,270 'SO FTk; STALLS REQUIF1ED FOR NDUSTRIAL USE ; 130 (1/1,000 SO FT) STALLS' REQUIRLD F'OR ! OFFICE USE 45 (2 1/2 STALLS 1' 1,000 SO Fl` 'TOTAL NUMBER OP PARKING STALLS REQUIRED i84 r .'.... ... �. ♦ 1p,..':i..r. .��. is ._Y....:.' t K'..R.,. Fj T 3TA1 : NUMBER O `PARKING STALLS PROVIDED 186 ... .: - .' mar tirk. .- .: DATE J 11 `r8$ OE '1G PA`'KI I. .0 g Sb khloW 11. SI 1 . J n( t`' sOUTFH tMTH STREET IH f lfCI ANGE !i • Y j r r 1. P ':51:21-1111 i 17tt — ?I4 V F Iz KEN. T THAT PORTION OFTHE PIE 1/4 OF -SE €/4 OF SECTION 26,` TOWNSHIP 23. N RANGE 4 E, WM, R INDUS -TRIAL PARK ;674:6"'":' KING COU�3TY C?E r`RIBF�J AS' FOt,LOW3 ' � LOT S�5 AI�D{�VE < -,.. ... a, .. ,:,. � 'i�.,ra. _ • ,.. RE' PLATS PAGE, 224:23, RECORDS OF KING COUNTY, WASFIINGTO1+i:' CONTAINI APPROI,MATt ..: ,.�c�31�iDLD IN VOL �3 OF P NC LY 255;41,4'SO FT DWG. y •;r: i'W':55 " it ;$4•a;9'.fa.'1{.'LI.«�u.'4,'r; 11111 � � I 1 II I � I � II i I I I i li l if � i1 t I O14111'. IFIC'r• 1 :� f :• �: / 1 ,� :., !. �.. t ?i tin /_" �> ,. ;� r t r 1111191111111 .. r 1 .II 111,1.111 111 I1111111I1111. 11 111l.11111111j1111111111111111I 11111 111111111111 111111111111111III1111111 I.i.+..11111 11111 I, 5 ..• 6 .._. 7 _... ,.._ / _�.. �l I t PAAnc1Nff•N &NY 12 i • the riicrcfilmcd document is less cleer then 'this notice, it is cue to the quality Cr the, cririnel c'acutrent. iZ UG L' 9L 9L hl £L et 1 6-1-: 6 Q L. 1IIIII1IIlIII!IIIIIII IIII i I I j il `1 iii 1 slz • iz i� �L fit rl , , ,, �. �; 1 ► i111II I In111111 illil I { IIIII! IIIIIIII lIIIIIIIII�1111111Irllll 1111lllflllnlll I IlIn , . 11r .. " , 1 . . ,.. L I�III lflll�lill�I�I► III► LIII�II► �IIJ I IIIfII( 1IlIIIInnlilllll (IIIIIIIII ±IIII�IIIIIIIIIII III I I i .� ,A. •�r r p 5� :.r. .... iIIII�I�IIII�I�IIIIIlIIIlilll + it .,- . r,: f.. ,.,, , ,_..,• , .._. ..�- .,, -: +�.:. ,... �t ....,_.. � .. ,�., .r. <,..�Ss:..�t!� .:ter,.,,.,. �3 ..,,� �;t., .. >..... .. ,:yt:l.,r,,. f..`rr.r'S... - �,r,��yf.... YI 1111 I I�I ..,... �..,. >....:,. ,..,, _. I I I I I I fi StAIII Per vac so* .f .tOlfe Thi Dom._.,, • i . Lndg t r . - --- ..r.e RECEPTION CONFERENCE: QUALITY CQN w RQL .AREA Str Dwgs fo Modificatfrns,tt Existing? ;Nails -- Bid Alternate No 2 Re -paint all existing painted walls of this area as shown See Specifications NEW OFFICE ADDITION OV Floor an•. Ease to m Ac ust:i t -Ceii rig, Fluoresc Stirinkier Systeri -tt m R Ch Exg t.--righting, and Adjacent Offices' .'MACHINISTS ` -- D AREA SUPPLY SALES AREA MARKETING A:3EA Bid'Alternate Nor ; 1 : Replace at existing carpet.thr'oughout this floor, with carpet to match new addition O/ / I. FIRST FL SCALE Outline al Office Addition above Ft PLAN 31- MANUF/1CTURING CITY OF TUMil.O APPROVED 2nd-Floor 4,r t Metal Decking w•itht 47,'Cancrete, Toppitt , N MC ,12x10.6 Strings*' , Gait, Metal' Decking 22 ga.. Typo III-1 '1/2" 4 ` _Con. Fillat'Landings Suppor Perimeter with 3x8x3/ 1 6. , Angie.Weld to , Steep Channel 3/41 Exp Bolts 24* ac to Cone NOTE Confirrn Diaphram Connection of 2nd Floor to Concrete Wall Panel Zs .6x,4x3/ 16 x3 With 3/4" Exp Bolts at each side Typical_ at Poor Level Weld to 'Tube Frame TS 6x4x 1 /4 Meta€ Tread Fens and iise.e with 2' Concrete ;: 1I Metal Decking with 4" Concrete Tapping 3/16" �2-y3x3x3/ 16" ,T$ :.:6x4x 1 /4 'Gaty LANDING L 2nd Floor S 6x4x 114" Gals ; 3x3x3/16' LANDING it Floor Park Metal 'r d,# „ , n� Kis t wItli Cohcf t Y 4"31' "`1`3 '2I2 -wi x 5 1/2$ :1 Stringer Channel Steel Tube Frames MC Stringers Steel Tube Supports Railings, ,Metal PanB,: and Decking, Concrete Slab on gratin a ..y Asph4tt Py'ng ',Parking Level '.. —4 ng Level t Coat all Metal Below Grade with Asphalt Emulsion EXIT ,STAIR D Bearing Plate 618x7x 1D w/ 2 -3/4", Exp Bolts EXIT 'STAIR ELEVATION ` 7Piis af-S4EET oist I. 1 t Existg Co STEEL TUBE FRAME 4 LANDING • :1 . "rsrst fi�.?ed CutsEP EET ATTActiC0 ! I ! 1 I , 1; ! 11 I III 1 1 � 1 l 1, , Ir I11.1!IIII�,jiliji1Ii1lll 11j i.lillli1l�!11�!1�1!L!IIi!�!I1 !11;!I!�!1!1111'IIIIIII�! 111111; 1fI��� !��{�� /I�,III1�ll1f11111111111 Ill 1 llljlll�lll�1 I,II!II 2 1 I 5 6 7 8 9 in 11 M.,f,,,,,,,,4,,, 12 ® i NI3-171: If the microfilmed document is less clear then this notice, it is cue to the quality of the cri 'inel document. 0E: f'. is.'. G..' 5e ve Ee. ee id (- 6L --iii i .6, 5l 7l CI et n o 6 a !. 9 5; '/ ti' L l "W U 1 !!!!1110111 11111111111lil Hillill!kiiiiilll►1 �� 111111111111 Wililili11111IIII IIII�I110111111111ilillli dilllllill II! IIIIIII! I!l 11IIIIIIIIIIIIIIIIIIlIiiiiii11EIIIIIIIIIiiiillirdi iliiiIIIIIIIIltI�IIIIIIII h 1111 I (li' i I Il � l �I i l i .. i I I ! Il III, {, ICI, II,, ��III. I., �IIIIIIIII�I ,�Ill�lli!i1Lll!I�I,I►I 1 O 48'-017 OFFICE OFFICE OFFICE \\49\ CONFERENCE , 9FFICE 8'--O" • OFFICE WOMEN \‘ dis Emma STAIR 20'-0" 11 1 I-4' • h: Alma Bid Alternate No. 4 :! Construct -.and Finish a Comple e, Wood . glass Screen, Wag to'matoh a 1stIng:office fronts MEN 0) 8041 u S4ce off _M.,•• ••• SUPPLY • U 4 LUNCH '11.) 1. U ALIGN ACIGN Bid Alternate No. 3 Paint all existing painted walls on second floor See Specificatidns ACCOUNTING • Bid Alternate No. 5 Replace all existing :carpet throughout this:floor tinc tiding circular"stair) >wlth .carpet to match: new addition:, t o .0 so p EXISTING STAIR ALIGN ENGINEERING W1lIII"R3II1 M 2 ,r 450 e EXISTING WALL (TYPICAL,' WINDOWS - EXISTING AREA<I. 8,640 SC,/ „ =F`' EXIST$NQ $W*MOWS 10 %76 0) Column Enclosure See Detail This Dwg emove E�Xtng'af� 25'-.0 Exit- -- Re -use Exiatg D4.9r I Remove „E, ?istg II. REPRO Match Exi Add S Ove ♦'f !4. CRDp ng = rior F'is�isn1 milAftent>gtttna Matt Entir `Room 11 EXi�TSTAIRtQ� COmplete . . p13r�nlfitt1 oodR, See DetalI,Cirawing 12' -O Handrails *f I' tragovimmilm Al 8`-0 ANEW OFFICE AREA floor throughout per Sp . cific Base fia rat exf ting All • . • Acoustical 'Ceiling, 6etl and $prihkler Sys to Ii tel do nal xisting Window. New Walls Typical �w•F-.- of `� Windows typical see details 28'-6" S COND FL 13 PLAN SCALE . 3'_O" 24'--6" as-if Lndg 8'.4 ardrail UMW Reinove. C otet& Wall 3`X7' Steel Doa r and I 24` --O" ADDITION ADDITION : 2,370 SQ FT CJ Wittig lit '' 'Sustieoded Acoustical. -oiling, 'Fluor • 'Automate 'nk!er System.to. mat d . NEW OFFICE ' AREA Remov .E listing Will • • ' Base •t6 rnatth; exzistipg . if kt•I I+W_ 4 rrr! -- 2X4 Framing 111, r -- --- o S ls3ion EXITIiG. OFFICE Sr?ACE MANUFACTURING AREA SECTION E3—Er m ....'.Ya.IMc.INMs SCALE . 1/4" 1'0 ---. New Cdlutw Footings -- .See StrucfIraI Dwgs 0 14 5 $ 3' Lnd,.. a. . 4 • • to receive rams. Metal Corner Trim 2x docking" Existing. 8 "_,,di$m,- Steel Column_.._ 2 Layers 5/8 'Gypsum Board.' OL I.ENCLOS RE SCALE : 1 1"/2" : 1'-O IRK 64EEr Ram c*t 14176G 0 w T cc z O 1 0 Lu CO eh oi_ . -: ca 4c et CITY • OF T1.MWILA APPROVED OCT I ' 19?9 Aatig; L10 l .G r BU OCT _51989 I - - • Pc co 0 O - ix O < O cc 8' fig w+ir0 < < O'' ex-1.- E• DATE .:79-11-86 .... »r1•�'i`3'.'°s= S.'t:?�Y�. .rte: glr.:.Y »Lr?isY,>. ,sr;..t .�tr.,�. _'._'�t. <_.._...fr.,s.�: -n. cit ,4 11111111I111111111I 1111111 111111111111111 i 1111111 2 (J :, h,• f.iY: I�!!!�II!II'I!I�IIIIIIIil1111! Lc: k '.i,'_:%�Fi3tf ir.'• 531: � . z.:.. �. a':,,,.:Y,:1`ii'.Si: -�< �.: i' a. Yft4f�K�7 ."."':;.�kt':'a`?(�..'r'YA>[:; 6k hy.�...F:Jil,+_ ...._.: ��!i, rr_ :. �.. ,� r s:a :;t.,� '✓ 2.•� � 'y �� , s r'�s; r. s' r ri � i�/< ! IHIIIII1 1111111III. i.Ii.1111111111I1111111111i`II rHIIILiIll!iii jl�iii�I�I�iil�Ili�fil'' !,i., III r NOT-: If the microfilmed eocument is less clear then this notice, it is cue to the quality cr the original c'ocunrent, 9, �� 'ie e� Ze 1G O bl 9( L1 9L Sl b1 CI. Zl 11 01, 6 u L 9 c; i► 11 I I I I i I I I I1I1 �llillll!11�il�llll II�i1!i!I,!ill�ll!I ll!I�IIIIII!II�III► Ilii�l!I! 11!111!1! 111111111 1!1111111 111111111 111!11111 IIif1!!!I 11111!!1; IIR11111 111111111111111111r11111!III IIII�IIII IIIIiIIII I'I�II!I 1!11:1111 ,ill l) 111 1111111iI1I111111111111111 111111111111111 11 "APE I 4FP:.,ANY 12 J 9 1n 1 L L '1" IIIIII!11111111611111IIliIIII IIIIIIIIIII col lsGu ;1r A X1Kxrc»vt.rxSr„ CONCRETE RETAINING WALL SCHEDULE RETA1 N E V WALL.. NEW DOOR OPENING : • Add New Overhead Door, Dock Leveler, Truck Curtain, and Dock Bumpers to Match Adjacent Existing Door Reloca See St 21_4" New Opening FL SCALE : 1/4 Existing Opening PLAN SHIPPING DOOAS - Relocate Steel Door and Fre at Loading Dock Level Add Platform and Stair Per Dwg A F Poor Opening with S" Reinf • Ret Wail Existing Overhead Door Confirm Leveler Locations with Owner Provide Dock Bumpers to Match Other Openings Fill Stair Well w Pave with 6" i••d. with Co oted Structural' iv rithtiiai: • enforced Concreite: -Kier •V =, • . • / �'. • 2 Rebate Existing Dock Leveler • . . / Fill Loading Dock Area and Dock Leveler"Space • .� r. k nth Structural Material Thoroughly' Cor acted • Pave-With; 6" FReinforcee Concrete' over Vapor Barrier • ` \. . O- �� �■0e Dumpster Slot iI — / . ;�•.. ., .err t•' -.�< 0)". r ne. ,a .i�- ;y - - : ✓ �,.. e, I 1 � .. . F. •� '��y.;q r,:,-,,g. ti - .r 'F.. +.:.. ;" .,; :%,✓ _rc s ., ,,:;.: :.•: ., r.,': ,, � ;+ +: , L'::,y I1111!111111Il 111111 I11�1! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111I111IIIII111111111111111I111111111111 111111111111111111 11111111,1111111111111 1111 11111111111 ,`,1111111111111illI ' 1 ` 6 F3 9 1n 11 12 M6(i[ IN GF FMRNr ( ISOMETRIC VIEW OF LQA 1NG DOCK MODIFICATION' 1-40') SHED" CRetAED oN iAtEcSl CITY Of TUKWILA APPROVED DC , y r. C'.. vJ .. f.., <xi �.. a..:,. t i xv f y he •.�. v � ,. r ea ., F'i, ;.. �. .;; :. �rz,:�2 - :a# �.1„.r.�s . t: -70';1,.(,.:y::...., • I N3T•:: If the micrcfilmed c'ocument is less cleer then this CC notice, it is cue to the duality of the oriciinel c'ccument. OC, h, fir' L�' �,‘ + yc /e ZZ tc; ()G Est St Lt 9l St hl £t ' et It Q 6 Q L 9 c; h t' is L ww 1f j111'lllllll!1' II "1 I I I I I Ili i I!i1 II! il! 1! i re II I I I 1 I ( I I ( I I I ( ( { I I III ,III II ►1 II 1 li 1 ! I 1 III I I!i III!! it illy III III11 II11,1illllll,llillliil III1111!f Iilill!!i !1!1111!1 III11!III 1!!11111! 1!11111!1 III! II1► III111111 11► 111111 I! I!! Illlt�!Iiilllllllllllil!!IIIIII 11!!111 111!1! I!i I I I �I► I �. I I. iIIII,II111IHINIIII,IIIIIMI1111 EX IsT1116 FRAME ` WALI. -proof �, JOISTS C_"€ •i iJr`2 cOX tffR NIN$S, ft tnEST'(NG G'? WALL f D ove t 3 % 1 ` lu ..UDS O ld PLATES, Aj Li 5NEAt 'NA1L 51 - 3 ,'NttAt 2 % b y _16 `. i EAii- WALL 51/V t/ i) a '1'0/001; 5 EAT1ilti6 {O; t AND r DW N k�kY,i�"5�4 " '''''''''...1-:'1'7'. ., I a,t 1:':"rif:ti IIfII IIII 1 I r II IIIIII�II Iii I II ' I F 11 111111 IIIIII1Illi itt IIIIiii�IIi!II�IIIi!II11 N i N37 • If themicrcfilmcd r,ocument js`Iess cleer.tht;n'this notice y it is Cue' to the quality c1 :the cric'inF I c'ocument. zz iz..- bl St Gl 9l b: w r. ~ UG - 'it �t Zl lL ��� 6 �G 9 r tie LZ ��L 5Z hL �,� IIIIIIIIIfI[Illlllllll illlllill lili,l'� r �€ . I �€ !! 11 . ,. m14(1 , . i ,, tr ill_ i�l l l , illiliilwillllllIII dillll(Ilililllliiillf llllllllll ;lli III 1 ill! .,.>, 11 1 �r�'t -f �.�� ��% �,. r .;.4.,::r� -� - ,.�. ..,..., , .� �..^ •..: � :...,. , _ .�....„ ,,I _ i, l�ll€ Illllllll. I( IIII��i1��lliillllillllilllllll lllilll��ill�llf��ll�`II I l n dr f ki rv.. 7 rrj s S r, army - III, (Ilil) �. �,r....., �� I�IIIII�I E , _'„ Rk.,.,,ry!,,% .4 ,;��/;;• , , -r1:. -- 7' :yt Ef-a+ N,a,1,.7^q,- <, ux4 -'> -,rv? .. ;, �)',' ** ( : ,- '"n :Y/+�'�. �;, F .a " -"r, g r.Y`1�af �.!.- �•�.Yk^ '" � . ! ',fS- i�r mil- �!j ms ?,`.' r''fy >'%,. ..[l . t7, '+�5[y mC,... "f�., ..: ,,.u, •.:..f ...i: ,.. ':1 %!., -., i':- ,.:!{t..,, ,.A;vrh YP�. :,',:.:n. :.4_:.0t,..� ?:': iti. Y r.^:- fl1i..: �- ,- fx:.l. ..l�.d:f.N'r -... In/d,n �. ^. x%'!$a :. �f�J .f 9l l,- rl s-s:.. i:',- 1k... tl� '. ^�C:•u..,�:.�Jt:a'IJ:Ca'!K�r ':'a f.rf 111 11111)1 11111 GENERAL 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND THE SPECIFICATIONS. 2. DURING Tr CONSTRUCTION) PERIOD THE CONTRACTOR SHALL BB RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUI'".•' BE APPROVED PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES. STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ARCHITECT. 8. ALL DETAILS DESIGNATED AS STANDARD OR 'TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SP';CIFIC DETAIL CALLED OUT. 9. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT SO THAT THE P`;:PER REVISIONS MAY 32 MADE. MODIFICATION OF DETAILS OF .:,INSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. DESIGN CRITERIA 1. BUILDING CODE: 1985 UNIFORM BUILDING CODE 2. VERTICAL LOADS =___= ____ LIVE LOAD: DEAD LOAD: PARTITION: OFFFICE 50 PSF 15 PSF 20 PSF. STAIRS =_ =___ 100 PSF 20 PSF 3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO SHEAR WALLS AND THENCE TO FOUNDATIONS WHERE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE AND SLIDING FRICTION OF EARTH. 4. LATERAL WIND LOADS: S0 MPH, EXPOSURE "A ". UPLIFT RESISTANCE ENCLOSED ROOF AREAS: 75% OF WIND LOAD LESS 2/3 DESIGN DEAD LOAD. OPEN ROOF AREAS: 125% OF WIND LOAD LESS 2/3 DESIGN DEAD LOAD. 5. LATERAL SEISMIC LOADS: (ZONE 3) V = ZIKCSW (BASE SHEAR) Z =0.75 I =1.0 K =1.33 CS =0.14 W =DEAD LOAD i uLL '/4" It 01AG. 5Tii~FNER CoN pt -flON AT IHTEIenATe. AT fC ! CNrI L�.YfS * * *4 5,a FOUNDATIONS I. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE 1985 EDITION OF THE UNIFORM BUILDING CODE CHAPTER 29. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE.TO THIS CODE THROUGHOUT THE CONSTRUCTION PHASE. 2. FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND CERTIFIEL BY THE ARCHITECT OR HIS REPRESENTATIVE PRIOR TO THE CASTING OF CONCRETE. 3. THE FOUNDATION DESIGN IS BASED ON A BEARING CAPACITY OF Z,5O0 PSF AND ALL FOOTINGS SHALL BE FOUNDED AT LEAST 1'd-6" BELOW LOWEST ADJACENT GRADE OR FINISH FLOOR, WHICHEVER IS LOWER. ALL FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED NATURAL GRADE. 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF THE EXCAVATED MATERIAL: AND /OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER, TRASH. LUMBER OR OTHER DEBRIS. BACKFILI, AROUND THE EXTERIOR WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS. DO NOT PROCEED WITH BACKFILL UNTIL 7 DAYS (MINIMUM) AFTER THE COMPLETION OF INTERIOR FLOOR SYSTEMS UNLESS THE WALLS ARE ADEQUATELY BRACED. BACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION AND INSPECTION OF DAMPPROOFING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO EXCEED 8 INCHES THICK, PROPERLY MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WITH APPROVED EQUIPMENT IN SUCH A MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM POSSIBLE DENSITY AS DETERMINED BY ASTM D1557 -54 METHOD OF COMPACTION. HAND TAMPERS SHALL WEIGH AT LEAST 50 LBS. EACH AND SHALL HAVE A FACE AREA NOT IN EXCESS OF 64 SQUARE INCHES. HAND TAMPER MAY BE OPERATED EITHER MANUALLY OR MECHANICALLY AND SHALL BE USED WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USED. STRUCTURAL STEEL 1. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM SPECIFICATION A36 AND SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2. PIPE COLUMNS SHALL CONFORM TO ASTM A53, GRADE B, UNLESS OTHERWISE NOTED ON PLANS. 3. STEEL TUBES SHALL CONFORM TO ASTM A501. 4. BOLTS SHALL CONFORM TO ASTM A307 UNLESS OTHERWISE NOTED. 5. WELDING: ALL WELDING I8 TO COMPLY WITH AWS SPECIFICATIONS AND IS TO BE DONE. BY CERTIFIED WELDERS AS REQUIRED BY THE DEPARTMENT OF BUILDING SAFETY. ALL WELDING 7S TO BE DONE BY ELECTRIC ARC PROCESS AND SHALL BE PERFORMED WITH APPROVED ELECTRODES AS RESEIRED BY THE BUILDING CODE. WELDS ARE DESIGNED AT FULL STRESS AND MUST BE DONE IN THE SHOP OF A LICENSED FABRICATOR. 6. FIELD WELDS ARE DESIGNED AT HALF STRESS. NO CONTINUOUS INSPECTION IS REQUIRED UNLESS OTHERWISE NOTED. 7. ARCHITECTURAL PLANS ARE PART OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS INCLUDING, BUT NOT LIMITED TO, RELATIVE LOCATIONS OF ALL MEMBERS, ELEVATIONS LOCATION OF ALL OPENINGS, ETC. THE ARCHITECTURAL PLANS MUST BE USED IN THE DEVELOPMENT OF SHOP DRAWINGS. 8. UNLESS A LARGER SIZE OF FILLET WELD IS SPECIFIED ON THE PLANS, PROVIDE MINIMUM SIZE OF WELD PER AISC SECTION AND TABLE 1.17.2A. ,SpLiGE pL. 4E15 5l0S- TYR SEEP- .ACHED. MEOW CONCRETE 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL HE REGULAR WEIGHT HARD ROCK TYPE (150 # /CF). AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.05 %. 2. ULTIMATE COMPRESSIVE STRENGTHS (AT 28 DAYS) SHALL BE: SLAB ON GRADE: 2,000 PSI PAD FOOTINGS: 2,000 PSI 3. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. 4. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. 5. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH THE ACI 301. 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 7. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES, ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. 8. ALL CONCRETE WITH A DESIGNATED STRENGTH EXCEEDING 2000 PSI SHALL REQUIRE CONTINUOUS INSPECTION BY AN INSPECTOR APPROVED BY THE BUILDING DEPARTMENT AND THE ARCHITECT. 9. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. 10. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: INTERIOR WALL 3/4" EXTERIOR WALLS, EXPOSED TO WEATHER 1 -1/2" EXTERIOR WALLS, NOT EXPOSED TO WEATHER 3/4" AGAINST GROUND 3" FORMED, IN CONTACT WITH GROUND 2" SUPPORTED SLABS 3/4" 11. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATION A615 GRADE 60 UNLESS OTHERWISE NOTED. 2. COMPLETE REINFORCING PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH ACI 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE. 3. ALL REINFORCING STEEL SHALL BE LAPPED AS INDICATED. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, LAPS OR SPLICES SHALL BE WELL STAGGERED. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. 5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED. r • to . 1 wr .s SIZE TO ..rte. lam, $%.4- SIZE fL' BE ,� i 14CLIES LAPIGel T* _4611,3E011. efE WOW. CAM, CAN 511".:P O, 4 CUT IN ORCP, iv LL• CAMEPLILLY MAME WT IN FIyEEL 101.1 ALL I"C ", ON TM OF 'ME FRAMING LUMBER 1. 2. 3. 4. • FRAMING LUMBER SHALL BE DOUGLAS FIR /LARCH NO.1 FOR POSTS, BEAMS, AND HEADERS, AND HEM-FIR N0.2 (OR BETTER) FOR 2X AND 3X JOISTS, AND STUDS. LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. STRUCTURAL PLYWOOD SIIALL BE DOUGLAS FIR CONFORMING TO COMMERCIAL STANDARDS PS1 -74, STRUCTURAL EXTERIOR TYPE GRADE C -D, GRADE STAMPED APA. PLYWOOD INDEX NOTED ON PLANS. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAIL'S. NAILING SHALL CONFORM TO THE BUILDING CODE UNLESS OTHERWISE NOTED. SUBSTITUTIONS FOR FRAMING HARDWARE SHALL NOT BE USED UNLESS APPROVED. USE COAMON NAILS THROUGHOUT UNLESS OTHERWISE NOTED. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY SHOWN, NOTED OR APPROVED BY THE STRUCTURAL ENGINEER. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS. USE SOLID BLOCK UNDER PARTITIONS PERPENDICULAR TO JOISTS. 6. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6 "o.c., STAGGERED UNLESS SHOWN OTHERWISE. 7. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19% FOR ALL STRUCTURAL MEMBERS. 8. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 9. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1 /I.6" UNLESS OTHERWISE NOTED. 10. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. SEE SPECIFICATIONS. 11. WIRE STAPLES MAY BE SUBSTITUTED DIRECTLY FOR COMMuN NAILS CALLED OUT ON STRUCTURAL PLANS: SHEAR WALLS 8D = 14GA X 1 -3/8" 10D = 13GA X 1 -1/2 ", DIAPHRAGMS 6D = 15GA X 1-1/2", 8D = 13GA X 1' -1/2 ", 10D = 12GA X 1 -3/4 ". OTHER SUBSTITUTIONS SHALL NOT BE USED UNLESS APPROVED. 12. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE SIMPSON, OR, APPROVED EQUAL. FLOOR TRUSS 1. THE TRUSSES SHALL BE DESIGNED BY THE FABRICATOR TO FIT DIMENSIONS INDICATED ON PLANS AND LOADS INDICATED BELOW. ALL DESIGNS SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING CODE. CONCENTRATED MECHANICAL LOADS SHALL BE INCLUDED IN THE DESIGN. VERIFY WEIGHTS AND LOCATIONS WITH THE ARCHITECT. 2. DRAWINGS SHALL DE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. THE DRAWINGS SHALL SHOW ALL CRITICAL DIMENSIONS AS WELL AS THE LOADS THE TRUSSES ARE DESIGNED TO SUPPORT. THE TRUSSES ARE TO BE ERECTED AND INSTALLED IN ACCORDANCE WITH THE PLANS, APPROVED FABRICATOR DfA INGS, AND INSTALLATION SUGGESTIONS. CONTRACTOR SHALL GIS F.: NOTIFICATION PRIOR TO ENCLOSING THE TRUSSES' TO-OROVTD13 AN OPPORTUNATY FOR INSPECTION OF 'Y•1E >INSTALLATION. DESIGN AND PROVIDE BRIDGING BETWEEN THE TRUSSES, CONTINUOUS LATERAL BRACING AND DIAGONAL BRACING. 5 pot s 0 •• wi 0 ttyq:ar'_ .3±5/40Anuf ,EE PEI AIL 3/10 TEAM SPLICE S6HEIDL1LE. PPrri PLATE. SIZE IR e o� OAriCTTY W8,MO - 14 2 • s -4 WIi2�VI4 W fc 14 3 13.2 S%3 4 i 7. 6 WI8 .. 38 , 5 22.0 W21 . 1, t; ,g 6. W2.4 _ 8, 7 - 30.8 83<_441,1C. },7 ii -1i4 60 a 9 le II 0,c. TO eAcht F C. PAN iLAE3W IST'2xGc 2:' 7 P dT5 11 1, I E-,L OC T" �ac�ST� " '7 xP7 C..+7O',�rLUM�N /. ' 1 1 f•�- R,, SHORING RI N"'-� I NJSThLL..E.D 521.-Tx.L Af4 SHOT. PROV I p 5Api CONN ETWN COL E ! ■AS (IST. '2, S Lift 15 7)( 7 co L.0 N EXTEINI O P TO 5T!.UT / BOVE. CITY OF TUKWILA APPROVED 10P9 •��►nr.Rwr�•ir .�Xfa ,__..* •I�ii��►r� .y,.i�.r.�,;i .r rsii %:�.i/iltl'wr• . °' tt �r..^..,r yir�;rr..y :IA•' 0 1 4 01 ` I NAM tAT . oR CANTILEVER BEAM SPLICE STANDARD DETAIL exisT 'aKGT') NEW TKUT. 5ECTION Ii MfSO�U410 4 -Y-14T R ..To i`T FURU N PURUN 81-CA c, SIDE i l4> c+1 . W 1TH S4114) ..T ,� ,UT" CA' 1'-)<G34<4 - °7> '7x P a c s .--. -- axisr T57x 7 'W/ cAP SAWCUT IVE FO N0 WALL PANEL W E1\1 f IOC TE AND •P o PANEL I G) N'hl • PI LA T- °'. sMr.. ARCH W�. OPE:Nf REVISIONS ' i (OCT -- 51989 INT . .".I o I Ii BUIL MIS! N Vne A r .- �w... .,,.. ..- .....- .r,l., .- ;. { ,fr 4'3�yk ,,,�;_r_ 'r :•�!+�. f ,.• I.f "1 x.x' � .a f' . /�- III III II►IiII 111 I I III I IJIII I I IIi I III I I I I III III III II! III III III IIIIIII III (I{{.I: „ IMI , {.•?� IrI �ijj�j�l�l i�l± j l�l l lxl I I I I 0 �6n1��wc „' I I I! I I I I I I I I! I I I I( I I I I I I I f I I I I I I I I I I I I I I I I I I I 1 I I I I l I I I I I I I ?I II 3 I 11 12 • 4 .... 5 6 7 ` 9 10 NOTE: If the microfilmed document is less deer then this r neticc, it is c;ue to the 'twenty of the cric'inel rocunlent. C) E, hc. 8d 4e yt' se ''e EZ Ze LC (a {{G E�++l E3i GL 91. St bl el Zl LI �I Ei 0 L 9 +l E: L ww v ��l!ill!III!!�illlill Ili! llill�ilillllll� !!I;lllil�l!I�lll!(II;II�il�l illlll�► i�tllil!l II�! I! LIIII! II( Ilillllll llllllll �i! illllll�lillllllillllill! Il�lill IIIIIIIilllliillllllllllllllill !Ilill!Illilll�li!IIII I�i ! f I! '! I �� ;� I i` ! I (hill In Il,.iln!i ,ll!Iliiil�, !ili!(IL, ILL! Illlinilll !II!!II�iI!�I!IIJ�I!!il!!II� F 0 M O tr. 'yvOMEN STAI EXIT S 1RNO2 Bid Alternate No 2 Re-paint Ali existing painted waft$ of this. area -as sh. own: :See, Specifications tr Qwgs for Modifications to Existing Walls 6r. to Elect:Pani i 'lEW. FFICE. ADDITION OV : R' Floor and :Base to m ; ch, Ex' 'New Stairway per UBC ACotkitiq eftttl , luaesec See Details Dwg ysterzI:. m: - SALES AREA: �3id Alternate'No 1 :replace. alas existing` c .rpetitttrostiltn t floor with caa`pet to rn itch tre�i+r cl 9 e N FILE COPY ! „understand that the Plan Check approvals are subleet to errors and oissians and approval iat Mans does not authorize the violation of any adopted code or copy of a . , plans ocknowledied. „1 ■ 6"- 6 ADDITION • MC 2x10.6. Stringer,: Gale Met> l Deck)hg ': 22 g . Type 1 1/21 /21 4" CQno Tilt at Latt"c ings: 8upbort Perirneter wlth'3x3t /1 Ang1011aid to Steel Channel '3/4'- Exp Bolts 24':‘oc to Conc TE a� Confirm Diaphrarn Connection .ot 2nd Floor to. Concrete °Wall Pane Gs ex4x3/ `i 6 x3 with 3/4 Exp Botts at each side Typical at Floor Level 'Weld toy tuNbe' Frdme 1/4* doam gale. std: steel pipe r*liings See detail dew Aa-1 3/16 II eta! Tr Y 6P1 der Part 4110 � :Riser Wit Cor�creta F II '°dtt°�x3'x f r 1 /2a «aL '.Wf, :2 -1 2`k Bogt: ► .x 5 '1/2" gay. firings Steel Tube Supports i li tg lei Pans, +and Decking `terra mate.. t ver' PO ner to tch i Buiietlrr Parking Level. Coat all Metal Bei6w Grade with Asphalt Et.ilsicn Searing date 5/8x7x 10 uv/ Boils L DfW . azs 311;1565 fis 2t0.10d ??°*+mil. c gf <cvsr r a�rrxsar_« ,rexw;.v x? ,. FTd:rt�k.J �...:.i:.rK.l'fiY' .i' ^:s t°h":,��%':�r,�:^sw .x.xvu*sf V�X�r: ;t”" -.� �,, ✓.l'.,"= lL 'f;:: tM,,: :YYCZC;fi^:i~[.,a•"c..f it'�i:'f13�id'yM'`,.f+'f# �;�.� ::i•.k^(;%;1/iEr Y. %.,{?: tif,`�!y.rs t-e ::Y.;,.;c.tiF3 .. ::1, r.. yry 2?.- eo ' , z . i i o f. rr d .�.J : ,.'. ..a ? TIIIU1I!itI!lif I Il III Ili Iii Ill II. 111 111 lit 11111111111l 111 111 1It 44'' .:+ ?f ♦ 6. 111i1111I1i11 iIilil +I +I+I1I+l +I+ ilk+ l+ l+ I +llll +Iii11l11l.` ilil1lillillll O 2 'D /F G V 7 5 y 40 1 NOT-E: If the micrcfiImed document is less clear thr.n this ncticc, it is cue to the quality cr the cririneI document. O: h, H,,, Lip' S1r' Ge fie ce ze k OG 6t 8l .l 9t 5l 7l it zt ll nl j6 �0 `l (' 11► IlI! I! II+ Ilitlllllli11111iII11111111111 !!1,1111III��1IIl!IIII111�11 ii11,1111.1i11111i11111111111 1111 !,11!11111111111I11111I111I11! 11111+!1 1111111II111111IIIIIII1IIIIIIIII1111iIIIII1IIIIIIIIIIIIIIIIIIIr III'I 1 1► i 11 1 rr ' - - ,1111. r 1lilllrllll�ll11 ,1,111111IIIlI�,illlllll,ll,. Y...ewtts� tssrxtedrs. 111111111111111/11111111111111111111111 I I 11 "AK IN 6FFNA"' 12 t Z t ww 1111111III1111111 !1111iilillillll;111111 • ••■•■•■ftromPenolumerimaroyammorra4mormonommeneaskftiroverommet••••■=asauemsmoneammomema OFFICE 4EV-0` le • 6.000... J OFFICE OFFICE CONFERENCE. 20`-ON Bid Alternate 4 Construct and Finish a Cornple Wood and glass Screen Wall' to match eilsting.office fronte wiNsows 4W-0" •••••••••••■••••••■•••••••■•••••■••■••••• J 0 3 . 11. SUPPLY •••••■•••■•••■••••••••••••••••■••••••ww*Ro., •• ••■•••••••■•• •• ••••■•••■•••••••■••••••••••■•••••■■ ••••••••••••••••••• Bid Alternate No. 3 Paint all. existing painted walls on second floor See Specificatidns ,ACCOUNTING Bid Alternate No 5 : Replace alkexistirm carpet throughoutathis'floor .(inchiding ciroular-stair)iimith carpet to match; new addition 'EXISTING WALL. CTYPICAU. EXISTING AREA: 8,64(YfcT 14111INIMISIMMX=ClantaCOACCLIX, —EXISTING zWINDOWS ji zij 45° : ENGINEERING Remove Existirg Stair and Walls Restore 'AO Suraces to Match Existing IT -7 Fr Fr Fr Fi" r-r 51-;-•:ITH 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 gim 11 \/ 11 11 / 11 Column F5ncJosikre. See Detail New Stair pet See Details 4 11 6W Art UBC wg A-4 cJ 0 za• 'NEW OFFICE AREA "-Ca t floor throughout per Sp sBaso to txritind Ail Acoustical ;Ceiling, and Sprinkler Sys ,Windows typical see details' 28'-6" t • • 4.5 Landing EXIT STAIR Complete per Uniform Building Code See Detail Drawings 3"-8 '-8 3 8N Handrails PliintlE17191 11111011i1 Align Exit I Remove Litg REPRO-tic ORDS a. - Match Ex! ng I ricif. Finish •Add Sq1JAtton u ng Batt Ove Entirl Room I cific. ittonal xisting WindOW New Waiii.•Typia t. Lndg lardrail ifitrffign0 111111111111 Lnd ■•••••••••,1* Remove Concrete Wall rtaozceive 3'X7' Steol Doer and 4. 1 24•-e 24'-07 4'-6" ,SECONbTLOOR PLAN. SCALE : 118u.til 4*- , ,CtDpITION ADDITION : 2,370 SQ FT • 9yp'scim.Bdrgrj • ' • . • . . • • • • • R-30 Insulation S e ecficatiors S ii • P • Vo40444#1,1fr.,,,i'ft_ • . cASe 4PPiedin.g YO MatCh, 00k:K 'Sulpended Acoustical, Ceiltng, , AUtomatid,Sprinkler to,matc • . . . • . ting SYstorrtpd "Oftio.e ;Space : • . . . . . , . . 4. . ti • NEW OFFICE AREA': Wsnow Base t6 rnafOh'ikisiing . . • •?.3/46- PlYw.00d.Sh.eathirig • 24 Trussjoists oc'See-Str bwgs (44 rt;di 1 .S` frs4 !•ft.7:e.„: MANUFACTORING AREA.' ,SCALE ii l'014 ...- • 41•0“1■•••••111111•1•11MMINASIW Metal Collar Trim 42x Blocking, -Exiting 8, diam .Steel Column* 2 Layers 5/8° Gypsum Board • ;COLUMN :..ENCLOSURE SCALE 1 112" 1011,316000aRY co 0 HOWARD A. KINNEY, ARCHITECT, A.I.A. 7322 36TH AVENUE S. W. SEA t TLE, WASHINGTON! 98126 (206) 938-3811 CITY OF TUKWILA APPROVED 141999' 41 44 GUI , 4D REVISIONS 9-36-89 '112-11419 DATE JOB' NO. : 8901 Dvvq,- NO,: esti' 7,, _ . , , , 4 r, - • .." • r, -4 , • - „ , • !A, -•• • , , • ,?,r,•77:•5!.. 4'. • : , '."•?, • "%f]..•,r '• •••"'" • • p .1- • • 11111111111111111111111111111111111 11111111111111111111111111111111111111111111111111 11111111111111111111111111 1111111111111111111111111111IIIII 11111111111111111111i1111'111111111111 Taff. SN( 2 5 6 8 6111111111j 11 PAArlr ItI6FRAMN1 12 N3T7: If the micrefilrned e'ocument is less clear then this notice, it is cue to the Quality et the cripinel c'ocUnlent. ()E: tie Le 9, se 9e ce e: bt el LI: .91 gi 471. CL LI Of ° 9 5.; t7 E: • 111111111411111111111111111114111611111111111111111111111111411161111/111111111111111111111111111111/1111,111111411111111111111111111111111111111111111111111111111111111,1111111/1111111111111111111111111111111111111111111111111111H111111111111111111111111111111111111111111111111k1111 • ( 1. 4 FCsorac d rAt., Rend twaN4*t• - VERTICAL.. RLltoow,GN4'M'• .► € i� date .Sheol Door and Fra Add.: Platform and Stair Per DWg A at Ling Dock Level iwti. 3 T7<ANSIFf e Pj t+3 °�' Opening with 6 Reinf Co Rat Wail LOstatiTUOINAL titINfO LI '5' ■•._..•_■.•■•••._,seer. KEY b Existing Overhead Door Fill Stair .:Weld with Confirm Leveler Localtii s with Owner PAve with 6 I • CONCRETE Provide Dock Burms -.:. .. sees Other ... ..I .^y e. to. Matt<h Other' Op�nig • RETAINING WALL SCHEDUL RETtNiNIN6 WALL • ReOeete Existing lick LeVeler , / Fill Loading Dock Area and bock LeveleIr'8pace . • with Structural Material Ti ghly'Ctx pacts Pave • with{ 6' Reinforced Concrete' over Vapor Part ier Durnpster Slot,. .�i NEW DOOR OPENING Add New Overhead Door, Dock Leveler; 'ruck' curtain, • and Dock pumpers to Match Adjacent Existing Door .burnps ter Slot T;. 1 1/0: 1- Iareiwood Cap .Trim Finish to Match Exiitirna 1 .1/2 • Hatd ,rood: Harietrait • on Staridard Met& •Brackets Rubber Safety Stair. System • Molded Rubber ,Treads t? seer er ,., 'serer. ,.. with Matching Skirt' - smasarrramssoalaSsosssi SO METRIC VIEW OF LOADING MODIFICATION' 24 ' . CITY OF TUKWILA APPRO'VED t i t ,.1989. b SECTION A- ,A' 1NG DIVISION O 14 j trvatr7,Y.: ".,!d!a. A . ge.A.V3*' VY.ak.ivrif?M4�Y4� - t4. 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