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HomeMy WebLinkAboutPermit 5730 - Target - FoundationCITY OF TUKWILA Department of Community Development - 6200 Southcenter Boulevard, Tukwila WA (206) 433 -1849 bUILVI:JIU PERMIT (POST WITH INSF- CTION CARD AND PLANS IN A CONSPICUOUS LOCATION) Building Division FEES 98188 s BUILDING � � �� PERMIT NO. DATE ISSUED: c1-1%-"6q 1 •1P . - BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE ENERGY SURCHARGE OTHER: TOTAL - PLAN CHECK #89 -184 PROJE CT INFORN1AHOT 301 Strander B1 e r.Y 220,000.00 PROJECT NAME/TENANT TYPE OF O New Building Addition WORK: ❑ Rack Storage ❑ Reroof DESCRIBE WORK TO BE DONE: Foundation ASSESSOR ACCOUNT # Foundation Only) 9F210a -A 05 -3Q Tenant Improvement (commercial) L) Demolition (building) U Grading/Fill ❑ Remodel (residential) ® Other: Foundation - New Retai 1 PROPERTY OWNER Target Stores A Division of the Dayton Hudson C PHONE 612- MN 370 -6073 ZIP 55440 -139 ADDRESS 33 South Sixth Street, P.O. Box 1392, Minneapolis, CONTRACTOR Baugh Construction Co. PHONE 726 -8000 ADDRESS 9Q0 Poplar Place South, P.O. Box C14135, Seattle, WA ZIP 98114 WA. ST. CONTRACTOR'S LICENSE #f BAUGHC376NO EXP. DATE 3 -31 -90 ARCHITECT RSP Architects Ltd. PHONE 612- 339 -0313 ADDRESS 120 Firs Avenue North Minneapolis MN ZIP 55401 CODE COMPLIANCI USE i FLOOR SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. SQUARE OCC. TOTAL TOTAL. W FEET LOAD FEET LOAD FEET LOAD FEET LOAD FEET LOAD SQUARE FEET OCC. LOAD TOTAL TYPE OF CONSTRUCTION: UBC EDITION (year)a8 SETBACKS: N - S - E - W - FIRE PROTECTION: ❑Sprinklers ❑Detectors NIA UTILITY PERMITS REQUIRED. Yes ❑ N o (through Public Works) ZONING:C_p BAR /LAND USE CONDITIONS Yes 0 N / PRINT NAME: 1./t_i k --XiA) S(', )/4i2%7 I CONDITIONS (other than those noted on or attached to permit/plans): n APPROVED FOR e I -. BUILDING ISSUANCE BY: ilii))JU' eA-,� OFFICIAL DATE: q -' I ' / I hereby ce if chat I have read and : amined this permit and know the same to be true and correct. All 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 for and obtain this building permit. • �A SIGNATURE: �.:yr ��� -c.o �s� % DATE: '7/ /� 6 7 COMPANY: , (1&# e6A)37 a 0 / PRINT NAME: 1./t_i k --XiA) S(', )/4i2%7 I 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 PERMIT ./ (POST WITH INS; CTION 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: 513o FEES D SCRIP ION Stores A Division ' HONE MN killi 11111111111016 - ;- ; ' BUILDING PERMIT FEE CONTRACTOR Baush Construction Co. PHONE PLAN CHECK FEE • :, ^ BUILDING SURCHARGE WA. ST. CONTRACTOR'S LICENSE # BAUGIIC376NO SQUARE FEET EXP. DATE 3- 31-90 ENERGY SURCHARGE Mi nnea .ol i s MN PHONE 612 - 339 -0313 ZIP 55401 , ADDRESS 120 First Avenue North OTHER: TOTAL - PLAN CHECK #89 -184 PROJECT INFORMATION SI I-ES 301 Strander B1 SUITE VALU O •Tr` S U .N.a 220,000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT it Tar t Stnrn (Foundation Only) , • 01 _ li TYPE OF L) New Building LJ Addition U Tenant improvement (commercial) U Demolition (building) - Grading/Fill WORK: 0 Rack Storage ❑ Reroof ❑ Remodel (residential) ® Other:._Eou.ndatinn - New Retail DESCRIBE WORK TO BE DONE: Foundation PROPERTY OWNER Stores A Division of the Dayton Hudson Co. P.O. Box 1392, Minneapolis, HONE MN 612 ---- - 370 -6073 ZIP 55440 -139 ADDRESS 33 South Sixth Street, CONTRACTOR Baush Construction Co. PHONE 726 -8000 ADDRESS 909 Polar Place South P.O. Box C14135, Seattle, WA ZIP 98114 WA. ST. CONTRACTOR'S LICENSE # BAUGIIC376NO SQUARE FEET EXP. DATE 3- 31-90 ARCHITECT RSP rc,hitects Ltd. Mi nnea .ol i s MN PHONE 612 - 339 -0313 ZIP 55401 , ADDRESS 120 First Avenue North USE / / CODE COMPLIANCE / / / (through P •, •rk. FIDOR 4 SQUARE FEET OCC. LOAD SQUARE FEET OCC. L • • ' SQUARE FEET OCC. LOAD SQUARE OCC. SQUARE FEET OCC. ..L, O TOTAL SQUARE FEET TOTAL OQQ. LOAD TOTAL . TYPE OF CONSTRUCTION: UBC EDITION (year)88 SETBACKS: N _ S — W -. I hereby ce tf that I have and'examined this permit and know the same to be true and correct. All provisions Y Y P 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. FIRE PROTECTION: ❑Sprink{ers ❑ Detectors .7) N/A UTILITY PERMITS REQUIRED? '� Yes ❑ No (through P •, •rk. ZONING :C_p BAR /LAND USE CONDITIONS CA)Yes ❑ No CONDITIONS (other than those noted on or attached to permit/plans): r / API'HOVED FOR ' ISSUANCE BY: jitil/AU) _ 2-z,,., BUILDING OFFICIAL DATE: t, C —1 j I hereby ce tf that I have and'examined this permit and know the same to be true and correct. All provisions Y Y P 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: - -- / ///,--,,c ,, E�c .ge 4.1‘e; .1 DATE: (-7 I cr .- PRINT NAME: _ c Y /'—J /4 ,; k 2 ,yA Sr ././4/ D-) i 1 COMPANY: f 16 I c fl ' 3/I.'S% .. 7 o 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: CITY OF TUKWILA Building Division Tukwila,,tWashinoton Boulevard 8188 (206) 433 -1849 'ype of Inspection rQ j',/►erg./ i to Address ,t34/ 56-04e)111/2.) equestor Teat Do-10144i pecial Instructions INSPECTION RECORD PERMIT # %3O Date 11. -6- Fq Date Wanted /87/661 Project Tad t k Phone # nspection Results /Comments: /rk7df t? /G—, 6e, C'tJkfri/ e ei '1 L9,' 5 %fO, &7. ! J.ee, jb-rn /--' d S 7% S nspector /ferrvi,t 452 Date 7/49Y City (of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor Plan Check 1189 -184: Target Store 301 Strander 81 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER__51 . 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- 4732). 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 (872 - 6363). 4. All permits, inspection records, and approved plans shall be 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 concrete to be special inspected (Sec. 306, UBC). 7. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 8. 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.). 9. 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) 10. Validity of Permit. The issuance • or granting of this 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 regulation or ordinance of this jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. City of Tukwila KAM MO oIPArma 6203 SovIrcenlet Ba leveed - %Nook!.werrq,en oeie11 na) 411.IOH Date:-17-69 File: #11F11161:. Sheet 1 of ORDINANCE COMPLIANCE CHECKLIST Uniform Building Code, 19 Edition. PROJECT. 77 Er (57)2P— — 1D14_,PtI L(i') 'F PM tr • 1. OCCUPANCY GROUP: 2. TYPE OF CONSTRUCTION• N 3. LOCATION ON PROPERTY. IR 4. BLDG. HT./ NO of STORIES• 5. FLOOR AREA ® 6. OCCUPANT LOAD: N/A 0 7. EXITING REQMTS. / ( DETAILED REQUIREMENTS U � 8. OCCUPANCY. N/A g9. TYPE OF CONSTRUCTION: �Y Zi 10. ENGINEERING REGS. & REQMTS: MEMA'N 6 /.6av© Z11. COMPLIANCE w/ W.S.E.C. /.4 R12. COMPLIANCE w/ Chapter 51 -10 W.A.C. NOTES: N0 COMM t ■tT + -IS `crltAE ti-c -'7 -fir 04..1., aspaTiut rwAgiA lc m "crrr.-14:6-T-1.)--4 I C61/1417V1544T--=-4F--Fid-T X1"1 C C L' _L 1 PL.J f4'. v BUILDING PERMIT APPLICATION TRACKING PLAN CHECK NUMBER PROJECT NAME ,/ �(� -►'Cy (ilk LU.iCd C(h r 't (i )11LL SITE ADDRESS 0 30 i wic, SUITE NO. 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) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCCU- PANCY LOAD DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. BUILDING - initial review RS FIRE (ROUTED) CONSULTANT: LUIREME Date Sent - FIRE PROTECTION: Vi Date Approved Sarinklers f 1 Detectors N/A INIT: FIRE DEPT. LETTER DATED: INSPECTOR: 4 PLANNING PUBLIC WORKS 0 OTHER ( INIT ZONING: c -p REFERENCE FILE NOS.. IBARILAND USE CONDITIONS? (,Yes (s ,wr. I i > MINIMUM SETBACKS: N- S- E- W- UTILITY PERMITS REQUIRED? n PUBLIC WORKS LETTER DATED: INIT: BUILDING - final review 9-18 INIT. TYPE OF CONSTRUCTION: UBC EDITION (year): N 901112,4-7700 i4T7D(J 'pERilif r i c1 REVIEW COMPLETED PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING 3RD NOTIFICATION BY: (init.) • BUILDft3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division pet % „,238,18 -e- . ,/0„ °G it/76K FEES (for staff use only) o,1 ')) 441 (206) 433 -1849 DESCRIPTION .::. ::: ;:::: AMOUNT RCPT # DATE BUILDING: PERMIT: FEE PLAN CHECK NUMBER 0C " • APPLICATION MUST BL FILLED OUT GOIITPLE TEL Y PLAN CHECK; FEE ' �J�w ��� `. BUILDING SURCHARGE ENERGY SURCHARGE OTHER:.:::: TOTAL'. SITE ADDRESS 5) I 5-ttr-R jar. 5I SUITE # ,trans- 1 . imam' • . - t VALUE OF CONSTRUCTION - $ $221 ::. PROJECT NAME/TENANT Target Store - Southcenter • SESSOR ACCOUNT # a r 90 J - 39 TYPE OF 111 New Building • Addition • Tenant Improvem: commercial) Demolft on (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) ►:. = _.r._.__4 g -._ _•.: 1, ante .r DESCRIBE WORK TO BE DONE: Foundations . BUILDING USE (office, warehouse, etc.) Retail Store NATURE OF BUSINESS: Retail Sales WILL THERE BE A CHANGE IN USE? 0 N::$TJ Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 111,909 SF Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? El No 0 Yes IF YES, EXPLAIN: Not during foundation construction 1 PROPERTY OWNER Target Stores A Division of the Dayton Hudson Co. PHONE612- 370 -6073 ADDRESS 33 S. Sixth St. /P.O. Box 1392 Minneapolis, MN ZIP 55440-1392 CONTRACTOR Baugh Construction Co. PHONE726 -8000 ADDRESS 900 Poplar Place S. /P.O. Box C14135 Seattle, WA ZIP98114 WA. ST. CONTRACTOR'S LICENSE #CC -01 BA -UG -HC -376 NO EXP. DATE 3/31/90 ARCHITECTRSP Architects Ltd, PHONE612- 339 -0313 ADDRESS 120 First Ave. N. Minneapolis, MN ZIP55401 ..HEREBY. CERTIFY. TH RUE ANO'CORRECT BUILDING OWNER OR AUTHORIZED AGENT REAt3'AND 'UTHORIZED .10 APPLY:: SIGNATURE PRINT NAME Baugh Construction Co. • QA..' PER DATE 7/27/89 PHONE 726 -8000 ADDRESS 900 Poplar Place S. CITY /ZIPSeattl e, WA 98114 CONTACT PERSON Roger W. Jones PHONE 726 -8000 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 Coord!nator at 133 -1851 prior to submitting application. In all cases, a ■'aluation 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 budding 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 433 -1849. I DATE APPLICATION ACCEPTED I DATE APPLICATION EXPIRES 03/30/19 COMMERCIAL SIirdMITTAL CHECKLIST t UERCIALTENANT;IM1PROVEMENT9::: ! 0.0.* Iti,buildlnp pemtff:appl ceii<on:'(orie Str tiff calculations stamped by a;Washington State ken ss engineer msy be requaed.if structural. work ie to be :dana. (2:e lYgT> !<.e1►Y bh?y work Ja M be abno, aubmrt separate ujig perm den and ................... ................. ................... N01E: See. ;utARj►Pam..:.a submittal;repuhefnents.• RACK TORAOE r Completed building permit appiica Aas *ssor .Aoboimt Number >:: ofl.pl the. ......................... ........................ ...................... ....................... ANTENNNSAT.ELLITE QISHE1 Camplatad :bull cOnnl. applies of plansw 'tiawiop. bul RESIDENTIAL ................... ............ ............................... ........................... ............................... .................... ............................... ............................. . ................ ........ ............................... ....... .... ............................... . ........... .. ............................... .... ........... ............. ............................... ......::..........::..:...,::.:. :..:... :.,. :.. :...::..:........ NEW .SINGLE-FAMILY DWELLWGS/ADDI Gompietsd bu$c ON. mil application (one tot each swdto" C Lega! description EAssessor Account Number Ei Two seta (2) of worWng drawings, which incl :.. • SIW plan.. :.. • ••: r•. Foundation pier► ;: P f &ikding atevationa(all views Bullring cross - section:.:` Struoturat framing. plans. :... Washington; Stale Energy; Code.: E • Completed utility permit application Six (6) •seta.of site plans showing utiIi es:. NOTE BuM g site plan And ubhtysite plan may be combJn�id See . • u lqr pe►►r+k applkallon and checklist for spociRa aubni tat lddlionbf IVpopraphleal and soils information may be reguk ed N uniaui JUN 21 '90 13:41 TARGET *627 /000000000 P.2/2 • APPROVED PLANS ON SIB YES PAGE NO: NO , YF NO PLE•"� CALL TOM: 684 -8476 f DATE PERMIT SIGNED FOR FOUNDATIONS: PERMIT NO: j PROJECT: OTTO ROSENAU & ASSOCIATES, INC. 725 -4600 & 627 -4477 FAX NO: 723 -2221 eP F1F,�.G 0 ADDRESS: © ` 7472, c 11 CITYOFTUKWILA ARCHITECT: ENGINEER: CONTRACTOR: a-F frt. 4..-i., .4:'1;J0-- INSPECTION AT: • rc,, ‘ INSPECTOR AND DATE: SUB CONTRACTOR: PERMIT CENTER INSPECTION OF Sk 7--- �sasts�7iCiiR aos a iii aaas�+ a�rss�smr sYOSV.a: ssos====asaa=s=sisaatiao- aaeaa3ae_ QQ ►., r14 L t, #9-1-t, 4 2- -..4.9 L41 1_9 • OTTO ROSENAU 8& ASSOC. TEL No.2067232221 .h4 Jun.21,90 9:02P.01 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (? 161 ? ?5.46M s T1rmmn (t: f (7'1 FAx TO: 1.1; Le, NUMBER OF PAGES: 3 (including this cover sheet) MESSAGE: • w 4.44 I 471‘ URA L AUDIO Ylty�� EXAMINArl' o N� RECEIVED JUN 21 199Q TjJ PUBLIC QA OTTO ROSENAU & ASSOCIATES, INC. !OTTO ROSENAU & ASSOC. TEL No.2067232221 Jun.21,90 9:03P.02 APPROVED PLANS ON SITE: YES NO , IF NO PLEASE CALL TOM: 684 -8476 PAGE NO: i ?.-- DATE PERMIT SIGNED FOR FOUNDATIONS: PERMIT NO :, v fD 5OJECT: ADDRESS: / I i..-). I Gv /YL' ARCHITECT: ENGINEER: CONTRACTOR: • )73 bier: / ) e'-el ti l-" SUB CONTRACTOR: OTTO ROSENAU & ASSOCIATES, INC. 725 -4600 & 627 -4477 FAX NO: 723 -2221 INSPECTION AT: - ©`j 1 / �O INSPECTOR JJ1- AND DATE: V / c.zactcacccaoa�acace, ..c INSPECTION OF:Aq.,1S x90 16060 m== faG =acc = = dal cL"m ICS 4 NISI =MI C a aC C e s1¢ a'.71c o::l c a = Pe 12- mss- R4 rtis p� �, '� ;,� � z_c- LAG, XJ tas /_ = Z. Z- . p g-Z -, l a e /D, 14-.-e.,9 1-1 )3 L> ( wog ez-ect 11}4-4 -40,9 'TA, 5 1 E--l7 -z k /2 ct W c)2461 ?ea.?-4 bLa s ae04 -L a--. -, ~ 1 " r o $ ! C,L. I;0, TL,et Iti !a 2yLs2 OTTO ROSENAU & ASSOC. TEL No.2067232221 Jun.21,90 9;04P.03 0 APPROVED PLANS ON SITE: YES NO , IF NO PLEASE CALL TOM: 684 -8476 PAGE NO: DATE PERMIT SIGNED FOR FOUNDATIONS: PERMIT NO: TTO ROSENAU & ASSOCIATES, INC. 725 -4600 & 627 -4477 FAX NO: 723 -2221 PROJ ADDRESS: � e2 `J V-R- %AL' ....1 %Z L b ARCHITECT: CONTRACTOR: 14 6 INSPECTION AT: Cf1 5 / l Cf'jx'�7 ENGINEER: SUB CONTRACTOR: INSPECTION OF: &iQ INSPECTOR ----�— e��. ANI) DATE: t1 ))"1->-%, j 9 #' hi S 3�--7a e�ose ..ae=on= ap �aagaa aapts 7aaeemn anaaaamaaaai =====assaaa= aasseac� m ,L 41,-2 %Z 1,rcJ ✓ )9 C% 13, +.11 'fb.'itt":-?/_12_4_:Re otsf e; Zr_/ 6)z-e e k i Pe" rata L ! ' �-sc- �,t.aC� •dam, 4, 4,20 let. p 10• •., .o 1/44- �t� buSide9 , 7.2-:_4d- e leZ 0*- ce ,•6‹.11.040 ":6 77'4. week . OTTO ROSENAU & ASSOC. TEL No.2067232221 Jun.,21.90 14:31P.01 OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. 1. King Way South • Seattle, WA 98110 (206) 7254600 • Tacoma 627.4477 • Fax (206) 7232221 } . FAX TO: • NUT1kiER.OF PAGES: MESSAGE: RECEIVED CITY OF TUKWILA JUN 2 1 1990 PERMIT CENTER ?/ J e /94d 4/3 /- 3643- (including this cover sheet) OTTO ROSENAU & ASSOCIATES, INC. (eap.» n �- ,� i - OTTO ROSENAU & ASSOC. TEL No.2067232221 Jiin . 21 , 90 14:32P.02 REVISED LETTER (supersedes previous letter of this date) OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma (206) 6274477 RECEIVED CITY OF Tt1KWILA JUN 2.1 1990 PERMIT CENTER City of Tukwila Building Division 6200 .Southcenter Blvd. Tukwila, Washington 98188 21 June 1990 Attention: Dave Larson Project: Target Store @ 301 Strander Blvd., Tukiwla PERMIT NUMBER: 5730 We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. Items inspected: Reinforcing steel including weld plate inserts Reinforced concrete Reinforced masonry including brick veneer, wall ties, dove tail anchors Grouting under panels Grouting of core deck joints Field welds Bolted connections Copies of all reports have been submitted to your office or are enclosed. fax c:. Steve Knudsen Very truly yours, OTTO ROSENAU & ASSOCIATES, INC. i tto M. osenau OTTO ROSENAU 8. ASSOC. TEL No.2067232221 4, +Y Jun.21,90 14:33P.03 di RECEIVED r,ITY OF TUKWILA um) ROSENAU & ASSOCIATES, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.4600 JUN 2 1 1990 'CONSTRUCTION INSPECTION REPORT PROJECT: Target Store ADDRESS: 301 Strander Blvd., Tukwila JOB NUMBER: 89 -299 PERMIT NUMBER: 5730 PERMIT CENTER INSPECTOR AND DATE INSPECTOR'S REMARKS F. Rose Line B 7 to 10 0' to 8' high. Block layers and brick layer placing galvanized 2 -6 -90 heavy wire wall ties into dovetailed slot in concrete walls at 16" vertical and 2' horizontal. Looked behind units already in place to verify position. K. Brush Observed wall ties for CMU wall veneer on line A.5 between 8 and 10 elevation 2 -7 -90 10'0 ". J. Hamm Masonry tie -back inspection canceled. 2 -8 -90 F. Rose Line A.5 8 to 10; line 8 A.5 to B. Top 6' of veneer bricks and blocks. 2 -9 -90 Some dove -tail ties and spacing as 2 -6 -90. Also line 4 to line 5 on A line 0' to 4' line 4.7 A to B including South end 0' to 4'. Line 4.7 to line 6 on B line 0'. to 4'. B line 6 to 8 4' to 12'. J. Rabe Cancel Without Notice. 2- -13 -90 R. Bogle Cancel Without Notice. 2 -14 -90 M. Korthais Inspected and approved brick ties from 1.9 to 2.5 on A line. 3-5-90 G. Hill Verified rebar placed in masonry screening wall at south end of building and 6 -1 -90 truck loading area, using metal detector. Found resteel placed satisfactorily and in accordance with drawings. Spot checked and approved 1 1/8" A -325 bolt connections at end of shear wall at J4. Plate had been welded to embed in CMU wall and bolts torqued. Also inspected connection on line 1.9 between L and K which had been checked as loose. This connection was corrected and written off as corrected and signed by me on the beam the same day. J. Hamm 6 -21 -90 141/00 EXISTING FIRE HYDRANT - -- - TO REMAIN 1 EXIST. ST. LT. TO REMAIN INSTALL NEW POST MOUNTED 30'30' r- RIGHT TURN ONLY' SIGN PER MUTCD STD. PLAN R3-5. j-Icic1c cJc N 88' 15'33' W SLUG. A UTHCENTER LAZA galsge SITE PLAN NE 1/4 SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. TUKWILA WASHINGTON --- CROSSWALK W14" WIDE * IU' LONG WHITE PAINT STRIPES 0 2'O.C. SPACING. RAICE PAVING 2' HIGH x 10' WIDTH SO CROSS - T AS A SPEED BUMP. I'S SLOPE/ MAX. (TYP./ RAMP W1 }, 1'12 SLOPE MAX. (TYP.) z.. W/ROUGH FINISH CROSSWALK W /4' WIDE x 38' LONG WHITE PAINT STRIPES @ 2'O.C: SPACING (TYP.) 4" STRIPES PAINTED -� @ 45° ANGLE (WHITE) 1 12'x!8• SIGN W/ i INTERNATIONAL SYMBOL OF ACCESS ABrVE GRADE ' 3 r- VARIES -P INTIM INTERNATIONAE. S`i'MB t_ OF ACCESS (WHITE) a: caz } 1- O N N SITE DATA AREA: ZONING DISTRICT: BUILDING AREAS: DEVELOPMENT STANDARDS: I(F;1(!IT LIMITATION: Target Parcel: Spieker Parcel: Remai.:)ittg Area: 8.10 Ac 5. 66 Ac Ac 'L'O'1'Al. AREA: 38.88 Ac C-1' /Planned Business Center Target 111,909 s.f. 131 dg. A 31,600 s . f , Bldg. B ;9,'25 s. £. Bldg. C 4,500 s.f. Burger King 3,600 5.1._ TO'L'AI. 170, 334 s . f . Front Rear S ide I_ui loin, 20' * 20' 10' (ircl. R,0C0 s.i. rest'jurant) (bank) of gross leasable. area Land 15' 15' 15' PARKING PROVIDED: 'l' :.rget I'.lrcel: Spieker Parcel: 353 standard 4 hart 1,H- (rev stalls 10;e, (227.) C(IO /let Sid 11 TOTAL .1')9 stalls 228 andard st,t11s t; harr1('4- feel• s:ral 7�3 (2'7. ) t stalls 'r0'l'A1. 32; stall:: TOTA).. !TOLEEcT COUNT: PARKING RATIO: 4.5 stalls per LOADING SPACES REQUIRED: 5 56 standard stalls 101.‘arrier flee still Is I9' (24i) CumpaC1 stalls 'l'o'('A I. 782 pa r k! il, _!s t o ? 1 r: 1,000 sq.it. of gross leasable area AREA 85 LE TYPE SV CURB & GUTTER co 84.67' N 88°15'33 W 235 I CURB '75 feet EXISTING 'NO PARKING' SIGN TO REMAIN ----------- ))'x20' LOADING 4 B W!45' WHITE PAINT STRIPES 11 r 100 LE TYPE 'A' CURB & GUTTER STEEL PIPE GUARD POST. SEE BLDG. PLANS. LANIISCAPE PLAt TER LOADING SPACES PROVIDED: 0 1TE PAINTED � jjj t- 0: U r a I' 75- I-. 6 0 1'YP __f_`_' COMPACT __ _ SURVEYED LOCATION --- OF EX. 6' TO 10' HIGH GABION RET. WALL N88'15'33'W s2' BURGER KING 3600 e CURB (_) YP.) SURVE YE D EDGE OF `)"'"" NEW 42' IGH HANDRAIIHON OF PIPE STALL DETAIL r WALL. SEE ARCHITECTURAL PLANS. SCALE' I ° - 30' WHITE PAINTED COMPACT ,_DESIGNATION W/ 6' HIGH STENCIL LETTERS. (TYP. FOR EACH COMPACT STALL) 80.00' PARKING, DIMENSIONS : Compact Stall: Standard Stall: Barrier Free Stall: 8' x 16' w/25' aisle width 9' x 19' w/24' aisle width 12..5' x 1.9' w/24' aisle width When height is over 20 feet, front. yard shall be %0 feet. plus 1 foot for each foot of building, over 20 feet. 2.5 stalls per 1,000 s.f. of gross floor area 1 stall per 100 s.f. of gross floor area PARKING REQUIRED: * Retail ( 154,234 Restaurant (II,FCC sq. Bank (4,500 sq. It.) "" )** ft..) * ** 38fi spaces 116 spaces 12 =paces * ** 37.10' TUKW/L A POND S TA TIC W. S. :.-/3•Q. 514 spaces total EXIST. PWR. VAUI_ T TO REMAIN INSTALL TYPE 'A' CURB 8 GUTTER ON DRIVEWAY CURB RE- - TURNS AS SHOWN BY DOUBLE. LINE. ffi NEW PYLON IDENTIFICATION SIGN DESIGN BY OTHERS SIGN FOUNDATION SHALL 1 BE LOCATED SO THAT IT DOES NOT CONFLICT WITH UNDERGROUND DRAINAGE PIPES. SEE ;„,p SHEET C2. al* 1 INSTAL._ NEW POST lien 1 MOUNTF:O 'STOP; RI -I SIGN PER MUTCD STD. PLAN RI -I. CONTRACTOR , F1AL L. RELOCATED EXIST. HYD. 10' WEST BEHIND NEW CURB EXIST. ST. LT. 1-0-11-EMAftT -- -w 0 EXIST. "BUS" SLGN TO REMAIN -7 TRASH ENCLOSURE 10' WIDE x 25' LONG WI 10'xIO' CONC. APRON (SEE ARCHITECT PLANS) • SURVEYED SETBACK LINE LOCATION FOP 25' BSBL F ROM 13.0 CONTOUR NEW 42' HIGH STEEL PIPE TiAFJb1?AIL �N i Of' rTF' GABION WALL AT EDGE OF PAVING SEE ARCHITECT PLANS PROVIDE 39 PRECAST CONC. WHEELSTOPS 11 PER STALL) rOR ALL PARKING SPACES ADJACENT TO HANDRAIL. in f lj'15'X; 46.04' TRASH COMPACPpiy S 88°15'33" E 482.33; PFa P! Ar T pr;�wro 01 A AICTION ELECTRICAL 1 TELEPHONE ROOM LOCATION PER ARCHIT. PLANS ic■I NATIVE BUFFER LOCATION EMERGENCY E XI I & STARS 7"F f ! v I I � T 39 6.5' WIDE CONC. WALK WIINTEGRAL CURB PER ARCH. PLANS v r.RO SW fl Wr,i'_Wi5_L *_10'..LQN . 0 in) WHITE i -AINT STRIPES 0 2'O.C. 6 " ING - RAISE PAVING 2 - HIGH', r N ICY W!i)TCI SO CP.L'SSWALK WiLL ACT O AS SPE Iii HUMP C ._.(. v ...... I STALL.J1EW POST• • . t o - MOUNTED 'STOP' SIGN PER MUTCD 25,31' • r-.-- in -7.00' STD. PLAN RI-1 �- - 108.90' BLDG. A 31,600 at PAINT 4' WIDE YELLOW __CENTERLINE SKIP STRIPES 25' LONG @ 50' 0.C. SPACING AS SHOWN N 87'44'46•W LL ) lV M 0 5.1' WIDE CONC.---I WALK WIINTEGRAL CURB CROSSWALK W14.- -- WIDE x 30' LONG WHITE PAINT STRIPES 1 2' O.C. SPACING PORCH (TYP.) ;BLDG. 6 118,725 sf 1 10' WIDE CONC. WALK,_ VI /INTEGRAL. CURB PER °p ARCH. PLANS (TYP.) Ci W ar TAD & 4 WHI SPACING 10 w. E STRIPES 0 3)0.C. S JIi E `I S 6' HIGH GABION W LL ifi 0 ti £ CI' op CO 352.21' WHITE PAINT STRIPES 1st 2'0.C. SPACING ISTL.O E P T P" Pt-.A f� -I. SI NS P R 3Y�TARGETT M 211.13' 352.09' 3'R/ TlYET HC III P IN E S M' 0 8 P• E NS PER A S AT _ ' A•RI�" . aE HC HC 188.90' CI MEI 144 LE R Pi & GUTTER 0 o cr EMER. ACCESS .K ABLE CHAIN BAR- ERTY LINE W1 KEY :CESS is ALLOWED. Kf:R PARTNERS FOR HARMER LOCAT1ON PER TELEPHONE CONNECTION -- tiANCCIION LOCATION 0 5' WIDE PAINTED WAWSOVER A.C. PAV NG. 2 PARALLEL 7, 222.20' 4 WI6E -WH W(45• WHITE STRIPES (d '01.c. !SPACING S 1381513' 3' E 61 . 12'112' 8' P IN �" wID C N EIi1LINE KIf= S RI E 2 Civc! 0' D. SPACING OR AS SHOWN. N 88'15'33" W (TYP.) 3'R(TYP.) \ VII s-- EXIST. BOVA WIFDC CONCRETE WALK BY TARGET AIRS - _EMERGENCY EXIT DE) WRIT '. I ELECTRICAL 1 1-TELEPHONE ROOt LOCATION : PER ARCHIT. PLANS r` to w a _NEW TRANS- r' FORMER PER to PUGET POWER PLANS N 88 I5 "�3- W (TYP,) 188.90' 0 253.33' 244.51 II' 19' LIA• N•` A E w 4'• i6 N 188415'031 W TARGET BLDG. 101,909 sf lst floor 10,0_00 sf warehouse 111,909 sf total __EMERGENCY EXIT rn id 0 • co 0. 11 WOW co ox a in EMERGENcY rXET _ DEVELOPER'S CONTRACTOR TO CONSTRUCT CAST IN PLACE CONCRETE CURB PER TARGET BUILDING PLANS EXIST, PWR. VAUL r TO__._..._.__ • EX1. T._OLYMPIC PIPELINE CO. -VENT RISER W /SIGN 88.90' • RAMP Horizontal 219.13' 75.0' t` c c c c In c c c c c c c c IA. 12' .12' f1O' EMERGENCY EXIT TO FACE e5F. 15' I 1511 0110' WIDE WHITE PAINT RIPE - - -14,5' LONE,-- 213 97' .EXISE, PARKING \Col- iGHT 188.90' FUTURE ' 5'R- -- EXST RIM TO • :E ADJUSTED MO�! ID illah HC III P IN E S M' 0 8 P• E NS PER A S AT _ ' A•RI�" . aE HC HC 188.90' CI MEI 144 LE R Pi & GUTTER 0 o cr EMER. ACCESS .K ABLE CHAIN BAR- ERTY LINE W1 KEY :CESS is ALLOWED. Kf:R PARTNERS FOR HARMER LOCAT1ON PER TELEPHONE CONNECTION -- tiANCCIION LOCATION 0 5' WIDE PAINTED WAWSOVER A.C. PAV NG. 2 PARALLEL 7, 222.20' 4 WI6E -WH W(45• WHITE STRIPES (d '01.c. !SPACING S 1381513' 3' E 61 . 12'112' 8' P IN �" wID C N EIi1LINE KIf= S RI E 2 Civc! 0' D. SPACING OR AS SHOWN. N 88'15'33" W (TYP.) 3'R(TYP.) \ VII s-- EXIST. BOVA WIFDC CONCRETE WALK BY TARGET AIRS - _EMERGENCY EXIT DE) WRIT '. I ELECTRICAL 1 1-TELEPHONE ROOt LOCATION : PER ARCHIT. PLANS r` to w a _NEW TRANS- r' FORMER PER to PUGET POWER PLANS N 88 I5 "�3- W (TYP,) 188.90' 0 253.33' 244.51 II' 19' LIA• N•` A E w 4'• i6 N 188415'031 W TARGET BLDG. 101,909 sf lst floor 10,0_00 sf warehouse 111,909 sf total __EMERGENCY EXIT rn id 0 • co 0. 11 WOW co ox a in EMERGENcY rXET _ DEVELOPER'S CONTRACTOR TO CONSTRUCT CAST IN PLACE CONCRETE CURB PER TARGET BUILDING PLANS EXIST, PWR. VAUL r TO__._..._.__ • EX1. T._OLYMPIC PIPELINE CO. -VENT RISER W /SIGN 88.90' • RAMP Horizontal 219.13' 75.0' t` c c c c In c c c c c c c c IA. 12' .12' f1O' EMERGENCY EXIT TO FACE e5F. 15' I 1511 0110' WIDE WHITE PAINT RIPE - - -14,5' LONE,-- 213 97' .EXISE, PARKING \Col- iGHT 188.90' IC�C`C�C_j.CJC�C CSC CCCC c C '411 5 WIDE.1 ITE_GR/tL CURB 8 WALK-. - It 1 - EXIST. TRAFFIC \ SIGNAL (TYP.) t,l PROP. LINE TO BACK OF CURB 11tiPGEI T LMP._O'YELb44 N P RI�IN¢ c c c c CI c c c c c c c Cc-c c cI C c 20' __5.e-.-4q1 !i5) ea* aa1 - r aloe two an. r °1D an, .ate f XLST. !GNAL _HANDHOLE TO REMAIN 'e _'\ '-- EXIST. ST. LT. /' \\ EXIST_. QL_YMPIC, PIPELINE CO,_. WARNING SJ ,u' TO BE REMOVED BY 0.P .C. EXIST. ST, Li._._ TO BE REMOVED 1 ' 1 t M 011 STN _.ldi.- T0 REMAI cc w !TING SOU THCLNTER E MALL PARKING P 0011 SEE SHEET C4 -6 FOR CONSTRUCTION \-- - DETAILS. WORK 1N THIS AREA TO BE COMPLETED BY 014.1r S. Strander _CONTR(�_CLQR_ SHALL_ REMOVE EXIST. ST. LT. AT NEW DRIVEWAY. NEW LIGHTING WILL BE PROVIDED BY NEW TRAFFIC SIGNAL a_ 1306.70' Boulevard, I. PROVIDE 39 PRECAST CONCRETE WHEELSTOPS (I PER STALL1 FOR --- ALL PARKING ADJACENT TO NEW SPECIAL NOTE' APPROXIMATE LOCATION OF EXIST. OLYMPIC PIPELINE CO. 123)4' HIGH PRESSURE ,,-r FUEL LINE IS 2.5' SOUTH H - FUTURE PROPERTY LINE L EXISTINu �. PROPERTY LINE NEW PYLON IDENTIFICAT.UN SIGN, DE -SIGN BYO HERS _ WHEELSTOPS B PER STALL/ FOR OF EXIST. PROPERTY LINE AS SHOWN PER ASPUII. TS. --- ALL PARKING ADJACENT TO NEW rn ►IYt,nr-rnt� SHALL N 5' WIDE SIDEWALK ON ST RANGER WORKING AROUND THIS PIPELINE AND NOTIFY MR. TIM BLVD, YEAROUT AT OLYMPIC PIPELINE. CO. P,O. BOX (COO RENTON WASHINGTON, 98057, 235-7746 AT LEAST) 48 HOURS PRIOR TO WORK. EXIST. DEPTH OF PIPE IS PRIOR TO INSTALLING THE NEW APPROX. 4 FT. TO 5 FT. PER ASBUILTS. THIS PRO - SIDEWALK ON STRANGER BLVD. JECT HAS BEEN REVIEWED BY MR. TIM YEAROUT OF BETWEEN ANDOVER PARK WEST OLYMPIC" PIPELINE CO. AS Of 6-1-89. ALL WORK IN AND SITE ENTRANCE, THE CON- TIIE FIELD SHALL BE AT THE DIRECTION OF OLYMPIC _TRACTOR SHALL CONTACT MR. PIPI.INr FIELD REPRESENTATIVES. TED FREEMIRE, CITY OF TUKWILA 433-1861, A MINIMUM OF 48 HOURS IN ADVANCE SO THE CITY CAN INSTALL A SIGNAL INTERCONNECT CONDUIT AND J-BOXES. SEE SHEET C4-6 FOR CONSTRUCTION DETAILS. WORK IN THIS AREA TO HE COMPLETED BY OTHERS. \ .EXIST . _LI. 10 REMAIN EXIST, TEE TO REMAIN CO. WARNING S REMAIN t' MOLL (i61kEs nes ena ono sa WIN ..,. EXIST. PWR. OLT EXIST. TEL 1.1.1''':1'..eQWERJ1 OUTSIDE NEW DR1VEWA) L. TO REMAIN NEM bat MIME 1NST ALL EXTRUDED CONC.RETE CURBING AROUND ALL PAVEMENT EDGES & PLANTERS UNLESS OTHERWISE SPECIFIED FOR TYPE 'A' CURB & GUTTER ON Ttirz; PLAN. (TYPE 'A' CURB & GUTTER SHOWN BY DOU- BLE LINE) EXIST' SOU THCENTER MALL PARKING LEGEND 1'.:. BUILDING ENVELOPE. HEAVY-DUTY PAVING PROPERTY LINE FUTURE PROPERTY LINE AFTER R/W DEDICATION COMPACT STALL 0 STALL COUNT tx2=3 PYLON SIGN LOCATION GABION WALL 1 LEGAL DESCRIPTION The Southwest: quarter of the Northeast quarter of Section 26, Township 23 Notch, Range 4 East, W.M., in King County Washington; /MU NO 4.0••••.,6511 411ean+s4 EXCEPT the North 30 feet and the East 30 feet thereof conveyed to the City of Tukwila by deeds recorded und4:r Auditor's File Nos. 57481.4 and 7402080363. RECEIVEkt rY OF Tuftwit4 osiZt MorLt 41610 des 1 arC NI MSS ist 0 9.40 t CD Cro ea Op !Tit now.ti eabiNo Mr-slow Iljl Jll!' �jI�III!!II�IJllljl�l/i. ! ,; f�lll�Ijll! i� l�Ijl�l_ ll.. �l_ jl._ � ll f� !j..l.j_ i l._ l jlj.l.�. lll�.I..j_ �j_l. l�._ jlill� _ l_i....1_ .Ij_ lil� L �i- �.I.I. ►�'II�:�jl_ � - l414r. 144:�.__! .{. y ,, .rt; a I 1 ' I ' 1 11111111111111ll lli11111111j !111 0 IG 711` f1), . • ' J 7 8 9 11 Mtin fFPNAIr 12 . ` NOT-is If the microfilmed document Is less clear thsn this notice, it is rue to the quality of the orininel cocumcnt, I _....__ 4444 444....4___ _ . _ 444.4.__ ee t!. 0 bl 6t Li" 9!L i L h( et ". et tt ()1, 6 f? L 9 t i' e t w1v L) !Illlllf�i! III !III�III11111!II!!iIi!Ifjl!Il Ill! I !IIIIIIIIIlII!1111!IfIIIIIIIIIf ! IIIi' !li�ll!IIII!I�IIIIIflfl�lll!lii (! )111 Iii "! ! II! I I'�I (Iii! II !j" i! I i I t I i r 1 I I I II I. I �In�II ll�fl, II I {II !1,111 .,� � H�:III �!: I' I.. I�I,! I�Ifflll :ILI�►�Illllj,llllllilllL.11 0 t,, Ei<'. Lc �, s�; +,' ce I!I!!IIIHi.'wh1!Ijllllli !'!I'!!!'i!!I'i;l!!I111!hm III!!IIII II11 FUTURE ' 5'R- -- EXST RIM TO • :E ADJUSTED MO�! IC�C`C�C_j.CJC�C CSC CCCC c C '411 5 WIDE.1 ITE_GR/tL CURB 8 WALK-. - It 1 - EXIST. TRAFFIC \ SIGNAL (TYP.) t,l PROP. LINE TO BACK OF CURB 11tiPGEI T LMP._O'YELb44 N P RI�IN¢ c c c c CI c c c c c c c Cc-c c cI C c 20' __5.e-.-4q1 !i5) ea* aa1 - r aloe two an. r °1D an, .ate f XLST. !GNAL _HANDHOLE TO REMAIN 'e _'\ '-- EXIST. ST. LT. /' \\ EXIST_. QL_YMPIC, PIPELINE CO,_. WARNING SJ ,u' TO BE REMOVED BY 0.P .C. EXIST. ST, Li._._ TO BE REMOVED 1 ' 1 t M 011 STN _.ldi.- T0 REMAI cc w !TING SOU THCLNTER E MALL PARKING P 0011 SEE SHEET C4 -6 FOR CONSTRUCTION \-- - DETAILS. WORK 1N THIS AREA TO BE COMPLETED BY 014.1r S. Strander _CONTR(�_CLQR_ SHALL_ REMOVE EXIST. ST. LT. AT NEW DRIVEWAY. NEW LIGHTING WILL BE PROVIDED BY NEW TRAFFIC SIGNAL a_ 1306.70' Boulevard, I. PROVIDE 39 PRECAST CONCRETE WHEELSTOPS (I PER STALL1 FOR --- ALL PARKING ADJACENT TO NEW SPECIAL NOTE' APPROXIMATE LOCATION OF EXIST. OLYMPIC PIPELINE CO. 123)4' HIGH PRESSURE ,,-r FUEL LINE IS 2.5' SOUTH H - FUTURE PROPERTY LINE L EXISTINu �. PROPERTY LINE NEW PYLON IDENTIFICAT.UN SIGN, DE -SIGN BYO HERS _ WHEELSTOPS B PER STALL/ FOR OF EXIST. PROPERTY LINE AS SHOWN PER ASPUII. TS. --- ALL PARKING ADJACENT TO NEW rn ►IYt,nr-rnt� SHALL N 5' WIDE SIDEWALK ON ST RANGER WORKING AROUND THIS PIPELINE AND NOTIFY MR. TIM BLVD, YEAROUT AT OLYMPIC PIPELINE. CO. P,O. BOX (COO RENTON WASHINGTON, 98057, 235-7746 AT LEAST) 48 HOURS PRIOR TO WORK. EXIST. DEPTH OF PIPE IS PRIOR TO INSTALLING THE NEW APPROX. 4 FT. TO 5 FT. PER ASBUILTS. THIS PRO - SIDEWALK ON STRANGER BLVD. JECT HAS BEEN REVIEWED BY MR. TIM YEAROUT OF BETWEEN ANDOVER PARK WEST OLYMPIC" PIPELINE CO. AS Of 6-1-89. ALL WORK IN AND SITE ENTRANCE, THE CON- TIIE FIELD SHALL BE AT THE DIRECTION OF OLYMPIC _TRACTOR SHALL CONTACT MR. PIPI.INr FIELD REPRESENTATIVES. TED FREEMIRE, CITY OF TUKWILA 433-1861, A MINIMUM OF 48 HOURS IN ADVANCE SO THE CITY CAN INSTALL A SIGNAL INTERCONNECT CONDUIT AND J-BOXES. SEE SHEET C4-6 FOR CONSTRUCTION DETAILS. WORK IN THIS AREA TO HE COMPLETED BY OTHERS. \ .EXIST . _LI. 10 REMAIN EXIST, TEE TO REMAIN CO. WARNING S REMAIN t' MOLL (i61kEs nes ena ono sa WIN ..,. EXIST. PWR. OLT EXIST. TEL 1.1.1''':1'..eQWERJ1 OUTSIDE NEW DR1VEWA) L. TO REMAIN NEM bat MIME 1NST ALL EXTRUDED CONC.RETE CURBING AROUND ALL PAVEMENT EDGES & PLANTERS UNLESS OTHERWISE SPECIFIED FOR TYPE 'A' CURB & GUTTER ON Ttirz; PLAN. (TYPE 'A' CURB & GUTTER SHOWN BY DOU- BLE LINE) EXIST' SOU THCENTER MALL PARKING LEGEND 1'.:. BUILDING ENVELOPE. HEAVY-DUTY PAVING PROPERTY LINE FUTURE PROPERTY LINE AFTER R/W DEDICATION COMPACT STALL 0 STALL COUNT tx2=3 PYLON SIGN LOCATION GABION WALL 1 LEGAL DESCRIPTION The Southwest: quarter of the Northeast quarter of Section 26, Township 23 Notch, Range 4 East, W.M., in King County Washington; /MU NO 4.0••••.,6511 411ean+s4 EXCEPT the North 30 feet and the East 30 feet thereof conveyed to the City of Tukwila by deeds recorded und4:r Auditor's File Nos. 57481.4 and 7402080363. RECEIVEkt rY OF Tuftwit4 osiZt MorLt 41610 des 1 arC NI MSS ist 0 9.40 t CD Cro ea Op !Tit now.ti eabiNo Mr-slow Iljl Jll!' �jI�III!!II�IJllljl�l/i. ! ,; f�lll�Ijll! i� l�Ijl�l_ ll.. �l_ jl._ � ll f� !j..l.j_ i l._ l jlj.l.�. lll�.I..j_ �j_l. l�._ jlill� _ l_i....1_ .Ij_ lil� L �i- �.I.I. ►�'II�:�jl_ � - l414r. 144:�.__! .{. y ,, .rt; a I 1 ' I ' 1 11111111111111ll lli11111111j !111 0 IG 711` f1), . • ' J 7 8 9 11 Mtin fFPNAIr 12 . ` NOT-is If the microfilmed document Is less clear thsn this notice, it is rue to the quality of the orininel cocumcnt, I _....__ 4444 444....4___ _ . _ 444.4.__ ee t!. 0 bl 6t Li" 9!L i L h( et ". et tt ()1, 6 f? L 9 t i' e t w1v L) !Illlllf�i! III !III�III11111!II!!iIi!Ifjl!Il Ill! I !IIIIIIIIIlII!1111!IfIIIIIIIIIf ! IIIi' !li�ll!IIII!I�IIIIIflfl�lll!lii (! )111 Iii "! ! II! I I'�I (Iii! II !j" i! I i I t I i r 1 I I I II I. I �In�II ll�fl, II I {II !1,111 .,� � H�:III �!: I' I.. I�I,! I�Ifflll :ILI�►�Illllj,llllllilllL.11 0 t,, Ei<'. Lc �, s�; +,' ce I!I!!IIIHi.'wh1!Ijllllli !'!I'!!!'i!!I'i;l!!I111!hm III!!IIII II11 e r. ite S INFORMATION 7�e ssf ; eeFte • �Crr2r.✓�rrJ:.: i.�., •4,0 -•. 3 .r t t ' r+Yr ,F r��i: .--f ✓" iqJ t vn tom. ��c j �,,' . r :, ;' ,# ,...,-,l''!1,.;'''. ''' ABB REVIATIONS A A/C AR ABS AC:. ACT AOU AW AFT- ABC ALT -.AURA ANCU• ANN) Ampere Air Conditioning Anchor or Acr ylonitrile- Butodiene- Styrene Alternating Current, Acoustical Acousticoi Tile Arco Dr ale Additional Adjustable Above Finished Floor Aggregate Alternate Aluminum Annunc toter Anodized Af`ti . Antenna ' AP Access PG. to - APPROX Ateprcximate(y) • ARCH Architecture) ASPH Asphalt ASPH CONC Bituminous ATM Automatic Tester Machine ATS. AutOma-:ic Transfer Ste tch A3T0 Auto:notic AVG Average 'MVP - Architectural Weil Panel 0, BAT RD •BCT: BXR BLOC 8LXG BRG 6SeiT DTt.f BTu- r_; CAB CAP CB CC T CCTV efte CEM FP CE CH CJ CLG •CL OS AFT CMtJ r0 COL COMM COMP COMPR COOUD CUt�iF CON CUNST •.CONT CON.TR CO CPTR T CRT c$M r CTWM CUR Cw Bottom of Battery Board Between Breaker Building blocking Beam Bearing Basement Bottom Drltish Therms( Ur•,it Conduct Cased Opening Cabinet Copacity Circuit Breaker, Catch Basin Cir. cult Closed Circuit Television Cement Centrsr)ins Cerrneneltious Fireproofing Ceramic Cubic Feet per Minute Concreteyordener Control Join Celen Close+ Clear assail y Conduit Concrete Masonry Unit. Concrete Bloc:. Cleanout Carumn Communication Compross(ed) (ton) lible) Compressor Concrete Corelens try Coe rence Connection Construct tan • Centinuouf, Continuation Contractor Corridor Carpet C()theft, Ray rube Casement Casewor1. Current Irons former, Ceramic Tile Center Copper • Cold Water 0 D OB DBL DC DEMO DEG DEP: DET OF DIA D,FF DIM DISP DISTTe i Dv ON Do DP DR DS DT DTe DWG OWR E EA EAT FER rF EFF El. ELEC ELEV EMBED EMERG ENCL EN EPOS E0 EOUIP ESP EST EW EWC EX EXH EXIST EXP EXT FA FAB FACP FAF FCW FD rDN F' FF FEE FH FIN FIX.T FL FLASH FLEX FIG FLUOR FOS FP FPI FR FS FSR FT FTG FUR, FUT Condensate Drain Piping Deep. Depth Dry Elute Double Direct Currant Demolish Degrees Department Detector Drinking Fountain Diameter Dif fuser Dimension DIsconnsct Dispenser Distribution Division Dorn Ditto l`arrtpprcof'ng, 0rilied Pier Door Downspout Drain Tile Detail Drawing Dowel Drawer Each Entering Air Temp Energy Efficiency Rating Exhaust Fan Efficiency Elevation E1e ,tric(o!) Elevator Emeedmer:t, Ernbeddeo Emergency Enclosure (Enclose) Entrance (Entering) Electric Ponelboard Eiectrorac Point of Sole Equal Equipment ExternoiStot!c Pressure Estimate Each Way Eleotrte Water Cooler Exposed Exhaust Existing Expansion. Expanded Exterior Fuse(ul Fire Alarm Fabrication, Fabricator Fire Alarm Contro: Panel Forced Air Furnrice Flit erect Card Water Fioar Drain FounOOt ion Fire Extinguisher For Face Finished Floor Elevation FullHetght, Fire Ht se Frnish(ed) Ixture door Fleshing Flexible Flange Fluorescent Face of Stud Fireproof (Inge Fire Prot e.tton Fins Par!nch Frame For Side Flexible Sheet Roofing Foot Footing Furring Future G G GA GAL CALV GO GEN GFl GI Get GL CND GM R GRL GYP GYF 8D H H/C HB HC HD HDBD HDCP HDR WWI) HDWR Hit) HM HOA 11014 tiPS N•R HT HTG it'TR HV HVAC )iw HYb IN INCL INFO INSUL iNT INV :SOL J JAN J- 80X JG JST el K K KIT KLF KC KS) KV KVA MW KWH L L LB LAT L AV LLH LLV Li , T( LTWT LV r v l? Gos Piping Gauge, Gage Gallon GG!vonizea Grab Bar General Ground Fault Interrupt Galvanized Iran C-rovlty Intake Hood Gicss. Glazing Ground Gallons Per Minute Grads Grilse Gypsum Gypsum Board High Hardware Cloth Hose Bib Hollow Core Head, Hand Dryer Hardboard HondiCOpped Header Nor dwood Hardware High Intensity Dischorne Hollow Metal Hurd Off Automatic Horizontal Hnrsenower High Pressure Sodium Hoer Height i+eo Hootteing r- High Voltage Heating/ Ventilating/ Air Conditioning hot Water Hydrant Inside Diornet.er Inr,h including intr_.rmat For: insulation Inter or Invert 'Solution (Joint: Janitor Junction Box Joist Girder Jois t Joint r(ycex Kitchen Kips per Llnoo! Foot KnOCI OUT Kips per Sq6nre inr;t• K;.ov <ii 1 Kllovoll. Amp Milowatt xilowott Hour • Length Pound Leaving Air Temperature Lovatory Long Leg Horizontal Long Leg Vertical Light (.ight!r0 Llghtweiget LOw Vo)tOge 1.4 MA!NT MAS MA TL MAX MDH MCC MCM MD5 MECH mFete MET MET FA8 MEZZ MFR MH MIN M1SC MLOG MO 1.10 T MSS 14 TD 1.17 MALL ti N/A NC ND T NF NIC NO NOM NS_ 141 0 OA o" rp OFF 011 OPNC: OPP OS OZ P P PART BD P8 PC PEW' T PFRI Ply PL Pt. AS PLB3 PLC P'F • 1.M PL Yw{ PNL POS PP PR PREP PREFAB ('R(:J PPV PSF PSI Pi Pie PVT: SITE ZONING c -P FIRE ZONE OR DISTRICT BUILDING OCCUPANCY CLASSIFICATION P -2 BUILDING CONSTRUCTION TYPE 2 -N BUILDING ALLOWABLE HEIGHT 2 STORIES, 55' -0" MAXIMUM BUILDING ALLOWABLE 'FLOOR AREA UNLIMITED FULLY SPRINKLERED EARTHQUAKE ZONE .ZONE 3 OCCUPANT LOAD FOR EXITING 2,946 TOTAL EXIT WIDTH AND NUMBER OF EXITS 59.0' REQUIRED, 65' PROVIDED 4 EXITS REQUIRED, 9 EXITS PROVIDED Maintenance Masonry Material Maximum ■000 BTUH per Hour Mot Or Cant ral Center 10D0 Circular Mills Main Distribution Switcnboard Mechcnicol Membrane Metal Miscelioneous Mete! Mezzanine Monufacturer Monho'e Minimum, Minute Miscellaneous Moulding Masonry Opening Motor(ized) Mcnual Motor Starter Switch Mount Gng)(ed) Empty Neutral Not Applicable t'Orrnally Closed Nan-Desmructtee Testis,g Clear Face, Non Fused Net in Contract Normally Open Nominal Near Side, Non -Slip Not to Scare Outside Air, Overall On Cen ter, Center to Center Out bide Diameter Of tee Over Tread Gpening Opposite Overflow Scupper Ounce Pete Particle Board Pushbutton Preeost Concrete Penetration eorimetcr Post !ncicotor Verv., r):Gte Plaster Plumbing Power Line Caesar POu;idc per° L ln,:a! Font Rossi.- Laltlinate Plywood Pone1 Point of Sale Power Pole Fair P r ear at ior, P efabr.CGred Pr eject red) (ion, Power Root Ventilator Pounds per Square 1:001 Pounds per Square Inch Point Par tiiion Polyvinyl Chloride 0 OT GT Y R P • RA R8 RCP RCP1 RC RUW'D 016 RECO REF RF.FR RE ( PEI /ii 0E00 RES RFT REv Re Rye, RFL RM RMS RO il0W RP RPM RTU Rv RWC R;()i SAN SC SCI1EO SD SEC) SR Still SHY 5114 SL NT SLR SNT; SNS SP SPA SPEC S•e•i. S'KLP 0 eS SSv SST STD Ter STL 5TOR 510 STI n ;UP SUSP SW SY:BU SWCR SAM SYS Quarry Tile Ouon tit Radius. Ricer Return Air Resilient Base. Vinyl Reinforced Concrete Pipe Receptacle, Receptacles Roof Droir Redwood Recessed Received Reference Refrigerator Register Reinfo ce ting) (ea) Reauirea Resilient Return Reversed VinylComposition Tile, Resilient Floor Roofing Reflect (ed) rive) Room Root ),lean Square Rough Opening Pight-of -Way Fesiduol Pressure Revolutions per Minute Rooftop Unit Roof Vent Rain Water Conductor Hee!:tion Spacing As •otea Solid Core Scneoule Sego Dispenser Section. Sher f Sensible Heel- Ratio, Shower Sneet Siriilor' Sealant • Sever Sonitory itupkin Gis,,enser Sonitory Napkin Receptor Static Pressure. ;pare Space (ed) (ing) Specif feet lents) Spook er Sprinkler %quere ni r SG to y Sewer,Stort -SYOp Service Sink (Slop Sink/ Stainless Steel S t Gndor d etir1Fr,er Steel 5t or age Starter Struclj -e (01) Supply Suspended Switch Sw,tCh0Oard Swi tchgear Symmetricat System T TeG T -STAT T/0 TB TO TECH TEL TEMP IF' T1E i)10 THk THRES Teel TPit. TR TRANSF T5 TSP TV TYP U liC UH UNO UR Tai! V v VA VAC vt.v v(-5 VDC VEL VERT VEST 116 VM VOL VTR YVT Vwr_ W W w/ w/o w0 WC WD v(0W WC, wHM W'1 WP Y I, Thermostat, Double Throw Tongue and Groove Teerrnostat Top of Towel Bor Towel Dispenser Technical Telephone Temperature Transfer Grille 'rnnsfer For , Top Of Footing Flevctinn Threaded Thickinessl Threshold 'ni,et Paper Holder Toilet Pcrt!r'on Transfer irrr,s +ormer Thermo) Swi tch Tetai Static Preeeure Television i ypica! Urelercu t Unit Heater unless Noted Otherwise Ur inrl Utl;it� Vent Piping, Volt Volt Am; ere Volts AIT erne tine Current Vori;ble Air Volume Vapor Barrier 4r•,Ita nirca, -t -... _. Velocity Ver tical (ly) Ves 1 ibu!r' rat`on V 4 tl.ter Vo ume Vent .Through 'varioble Volume and temperature `vinyl Wan !'Over irtrj Wide With Wtthout We) Bulb hater Crosel Wood Wier, 7r Wiry, GuGrd, Wurer Gauge watt Hour Meter Wrought ir_,n Weterproof leg, waterproof, Weatirer F''�MiT Waste Py,;;,- i,tac!e weather s r r ir, Wainscot Wa t Weldeigh d Wire Febrle rO' a • MATERIALS EARTH GRANULAR FILL CONCRETE CONCRETE MASONRY UNIT (CMU) BRICK STONE • WOOD FINISH PLYWOOD PARTICLE BOARD GYPSUM BOARD PLASTER, CROUT DRAFTING SYMBOLS AO + EL -7100'-0" BATT /BLANKET INSULATION BOARD INSULATION EXPANSION MATERIAL METAL. QUARRY TILE CERAMIC TILE CEILING TILE CARPET TERRAllO WOOD (BLOCKING) WOOD (SHIM) Gj.0 —LAM (SECTION) 1 DISCIPLINE /SHEET NUMBER COLUMN GRID DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER ELEVATION NL,MBEf SHEET NUMBER SPOT ELEVATIONS OWNER SUPPLIED ITEMS SYMBOLS mum 11 11 1 C_ /] J 0 0 6 LAY —IN LIGHT FIXTURE LIGHT FIXTURE- EXIT LiGHT LINEAR AiR DIFFUSER SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER SPEAKER SMOKE DETECTOR SPRINKLER HEAD -- FLUSH CONCEALED SPRINKLER HEAD — SEMI — RECESSED SPRINKLER HEAD — UPRIGHT SPRINKLER HEAD — PENDENT SPRINKLER HEAD IN RACK SPRINKLER HEAD 2" DROP NIPPLE PENDANT SPRINKLER HEAD — HORIZONTAL S!DEWALL FIRE EXTINGUISHER — TYPE I FIRE EXTINGUISHER — TYPE 2 FIRE EXTINGUISHER — TYPE 3 5 OFFICE 202 —�- -`'BID PACK ,- --- .—__ITEM NUMBER /ADDENDUM OR BULLETIN NO. KEY NOTE ROOM NAME ROOM NUMBER DOOR NUMBER PARTITION TYPE KYDEX ARCHITECTURAL FINISH NOTE ARCHITECTURAL AO COVER SHEET f STRUCTURAL SI FOUNDATION & FLOOR PLAN SIA FOUNDATION & ROOF FRAMING PLANS S2 S3 54 S5J S6 S7 S8 S9 S9A SlO SI! ROOF FRAMING PLAN MEZZANINE FRAMING PLAN GENERAL NOTES, SCHEDULES & DETAILS FOUNDATION DETAILS ROOF DETAILS MEZZANINE DETAILS DETAILS PANEL ELEVATIONS PANEL ELEVATIONS DETAILS DETAILS ALE „__.,...W WATO104 Oat the Plan atiark a M SIM'S Omissions and zeprovis ftige6 dog* 4zo the violation at any y dal code or ordinance. Re/ 't of to 4rbC*'!4 OW a ' Ord PI ' $e A,5.. !J�//ll/,.aIyfr Dt *,, %,/% f/1 e 7 >* • • •Q• PLAN REVIEW FOR COMPLIANCE WITH THE FOLLCWi .& 05�F �olccicoll 2T c� N U� SUBJECT TO INTERPRETATiONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS AND INCONSISTENCIES, SISTENCIES, DATE iN &.2_. BY -- DATE OUT y }ARAM & DeSAi ;i U, INC. BUILDING CODE UNIFORM BUILDING CODE, 1988 EDITION (88 UBC) LOCAL JURISDICTION CODE CITY OF TUKWILA LOCAL ORDINANCES HANDICAPPED CODE UNIFORM BUILDING CODE, 1988EDITION (88 UBC) WASHINGTON 'STATE REGULATIONS FOR BARRIER FREE FACILITIES (16 APRIL, 1987) (WSRBFF) MECHANICAL CODE UNIFORM MECHANICAL CODE, 1988 EDITION (88 UMC) PLUMBING CODE UNIFORM PLUMBING CODE, 1988 EDITION (88 UPC) FIRE / LIFE SAFETY CODE UNIFORM FIRE CODE, 1988 EDITION (88 UFC) NFPA STANDARDS, +985 EDITION (85 NFPA) ELECTRICAL CODE NATIONAL ELECTRICAL CODE, 1987 EDITION (87 NEC) STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES, WAC 296 -46 (27 SEPTEMBER, 1986) ENERGY L: CITY OF TUKM APPROVED P 1!1ir- 1 r ■•.X BIADi G OIVIS!ON WASHING I ON STATE ENERGY CODE, 1966 EDITION WITH 1986 AMENDMENTS GAS NONE HEALTH / FOOD SERVICE WACLIINIr_rnnl C T A rc r;ll CC AA•rl recrl 11 A reemc nr Trrr r T • T r• /tL'3 SITE/BUILDING SITE ZONING NFORMATIOI c— FIRE ZONE OR DISTRICT BOLE BUILDING OCCUPANCY CLASSIFICATION B--2 BUILDING CONSTRUCTION TYPE 2 —N tof oft! *._3.: :5 1 is } BUILDING ALLOWABLE HEIGHT 2 STORIES, 55'—ON MAXIMUM cos BUILDING ALLOWABLE sFLOOR AREA UNLIMITED FULLY SPRINKLERED 03 spes EARTHQUAKE ZONE .ZONE 3 OCCUPANT LOAD FOR EXITING 2,946 w 1.1 Si TOTAL EXIT WIDTH AND NUMBER OF EXITS 59.0' REQUIRED, 65' PROVIDED 4 EXITS REQUIRED, 9 EXITS PROVIDED LAY —IN LIGHT FIXTURE LIGHT FIXTURE EXIT LIGHT LINEAR AIR DIFFUSER SUPPLY AiR DIFFUSER RETURN AIR DIFFUSER SPEAKER e SMOKE DETECTOR SPRINKLER HEAD — FLUSH CONCEALED SPRINKLER HEAD -- SEMI-- RECESSED SPRINKLER HEAD -- UPRIGHT SPRIiNIKLER HEAD — PENDENT SPRINKLER HEAD -- IN RACK } SPRINKLER HEAD 2" DROP NIPPLE PENDANT SPRINKLER HEAD -- HORIZONTAL SIDEWALL 'CT1ON) { GYPSUM BOARD PLASTER, GROUT M Fie Gas Piping Gauge, Gage Gallon Galvanized >.3 rob r General Ground Fault Interrupt Galvanized Iron Gravity Intake Hood lass, Glazing 0rorind Gallons Per Minute Grade urifle ypsum :;ypsum Board pry. ▪ High Hardware Cloth s •eav Bib 'y= • • Hollow Core ;� Hand Dryer -s erdboard Hondioapped Header Hardwood Hardware High Intensity Discharge Hollow Metal Hard Off Automatic Horizontal Horsepower High Pressure Sodium Hour t"%„ fr Height Heating eater MAINT M A S MATL MAX MBH MCC MCM MDS MECH MEMB MET MET FAB MEZZ MFR MH MIN MISC MLDG MO MOT MSS MW MT MULL N N N/A NC NOT NF NiC NO NOM NS NTS Maintenance Masonry Material Maximum 1000 BTUH per Hour Motor Control Center 1000 Circular Mills Main Distribution Switchboard Mechcniccl Membrane Metal Miscellaneous Metal Mezzanine Manufacturer Manhole Minimum, Minute Miscellaneous Moulding Masonry Opening Motorized) Manual Motor Starter Switch Mount Ong) (ed) Empty Mullion Neutral Not Applicable Normally Closed Ncn1- Destructive Testing Near Face, Non Fused Not in Contract Normally Open Nominal Near Side, Non-Slip Not to Scale 0 OT CTY R R RA RB RCP RCPT RD RDWD RE C RECD REF REFR REC: REINF REOD RES RE T REV RF RFG RFL RM RMS RO ROW RP RPM RTU RV RWC RXN s T (Worry T ice Quantity Radius, Riser Return Air Resilient Base, Vinyl Base Reinforced Concrete Pipe Receptacle. Receptacles Roof Drain Redwood Recessed Received Reference Refrigerator Register Reinforce (ing) led) Required Resilient Return Reversed Vinyl Composition Tile, Resilien I Floor Roofing Reflect (ed) (ive) Room Root Mean Square Rough Opening Right -of -Way Residua! Pressure Revolutions per Minute Rooftop Unit Roof Vent Rain Water Conductor Reaction T &G T -STAT T/0 TB TO TECH TEL TEMP TG TF TIE. iHO THK THRES TPH TPTtr TR TRANSF TS 1SP TV TYP u I.1C UH IJNO UR 11111. V V VA VAC VAV Thermostat, Doub:e Throw Tongue and Groove Thermostat Top of Towel Bar Towel Dispenser Technical Telephone Temperature Transfer Grille Transfer For Top Of Footing Elevation Threaded Thickness) Threshold Toilet Paper Holder '.Oilet Pcrtition transfer Transformer Thermal Switch Total Static Pressure Television Typical Undercut Unit Heater Unless Noted Otherwise Urinal Utility Vent Pipina, Volt Volt Ampere Volts Alternating Current Variable Air Volume DRAFTING SYMBOLS AO • DISCIPLINE /SHEET NUMBER COLUMN GRID DETAIL NUMBER c- r t-- -r err II. er -rn FIRE EXTINGUISHER — TYPE I FiRE EXTINGUISHER — TYPE 2 FIRE EXTINGUISHER -- TYPE 3 5 `BID PACK —ITEM NUMBER • ADDENDUM OR BULLETIN NO„ KEY NOTE STRUCTURAL SI FOUNDATION & F SIA FOUNDATION & F S2 ROOF FRAMING F S3 MEZZANINE FRAIs S4 GENERAL NOTES, S5 FOUNDATION DET SG ROOF DETAILS S7 MEZZANINE DET 58 DETAILS S9 PANEL ELE V.A S9A PANEL. FLEW' SIO DETAILS SII DETAILS CODES A f PLAN REVIEW FOR COMP FOLLOWING ORDINANCES !e. - - V-c u s i 3J ^T TO INTE Rr THE GOVERUMG AUT O MISSIONS AND ti ,C DATE IN &IL BY . ,�►;' . MAI"IAN & DeSA BUILDING CODE UNIFORM BUILDING CODE, 1988 EC LOCAL JURISDICTION CODE CITY OF TUKWILA LOCAL ORDINA HANDICAPPED CODE UNIFORM BUILDING CODE, 1988EDI. WASHINGTON • STATE REGULATION' (16 APRIL, 1987) (WSRBFF) MECHANICAL CODE • y;:J.V s: - 1 tr. R , r,.,,, y r<v _ '1 � �'r11 a� �..�....., = i''' �': ..a � LOCATtON MAP Mi(�,t+1. • MOS •Me 4 PI • 1r, d It LA. tIs N w le / l.11 t1 11 111:W 1: 11 M s rM1 tamer 1111rr11t It 1• _ L; Mat DI s N++'..f�1� v,>.Ibtl t••• M+1 u n { {7744 !1!1!1!1 crak iJt r 2 IL V ABBREVIATIONS A A/C AB ABS AC ACT AO ADM, ADJ AFF AGG ALT ALUM AHC L1 ANT AP APPROX ARCH A.S.PH ASP•r. C ATM A17 AUTO AVG AVM B/o BAT BET BKR BLDG &KG BM. ERG 8.5}17 $TM RTU r. C LAB CBP cc T CCTV GEM CEM FP CE.R CFM CJ CG CLOS CLR f:MT . CMU CO, COL COMA COW' coMrrr t:Wt: CCND Cora- CCN N C(NST CONT COltTR co' ° CPT CRT CSMI CSkR CT CTR Cti ,.w Ampere Air Conditioning Anchor Bo :: Aar ybnitrrte-Butodiere-Styrene Alternating Current, AcoustICAN AcOustloaf tile frets Drain Additional Adjustable Adore Finished Floor Aggregate Alternate Aluminum Arvlunclat'Vr Anodized Antenna Access Pone A Tr oxlm s pr o oily) Y A ►shltectural Asphalt Bituminous Autumottc Teller A;rtcmatic Transfer Swiich Auto.notic Average Ar,h)tocturuf Walt Panel SotSca of Batter y Isoord Between Breaker Building Blocking Bean Bearing (Basement Cot tom Britisn T:,armot Unit conduit Caeed Opening Cabinet Capacity Circuit Breaker, Catch Eosin Circuit Closer" Circuit Torr.r.ir.:orr Cement Centerline Cermentltiour, Fireproofir:q Cer a r ac i:Irt)fe Foes par Minute Concrete 14orderer Contro:Joint Ceiling Closet c lear Empty Conduit Ccr1Cret3 Mosonry unit, Concrete Rio Clean ut Coh.mn Communication Compro5t, ed) (19ri:lbfe) C ampr'essor Concrete Cond9n9Qie Conference Connection Construe n • V Continuous• Contlnuution Contra :to - Corridor Carver rothode Pay 1.17,e !'osemt;,: t Casework. Current Tror,etor mar, Ceral/1c Tire. CrJntyr Capper • Cold rioter 0 DB DBL 0C DEMO DEG DEPT 0E7 DI DIA DIM DiFt DISC DISP DISTR Div FN J DO OP OR nc DT DTL DWG owl DWR E EA EAT EER EF c-r ELEC. ELEV EUBEC EMERG ENCI. ENT EP EPOS EG EOUn ESP EST EP( Er:C EX ExH EXIST EXP r FA FACP F. +F ECN FD FDti FF FE FrE Fri F!( FL FLASH FLEX r! C F.DOR VOS tF FP1 FR FS F'R FT FTC Fur) FUT 14 3611 JAI 4 1 se Condensate Drain Piping Deep, Depth Dry Bulb Coutle Clrot:t Current Demolish Degrees Deportment Detector Drinicing Fountain biome ter Dlf fuser Dimension Disconnect Dispenser Distribution Division Dorn Ditto Jampp•-oefIrg. Drilled Pier Door Droic, Tile Otto!! Drawing Dowel Drawer Eactl Entering Air Temp Energy Efficiency Noting Exhaust Far, Efficiency Elevation Electric(o0 Elevator Enfl eement. Emecfd.)d Emergency £nciost.lre ffn.slosel Entrance ([nteringi Electric Pe..oibocrd Eleetconic Feint O' Fquo) Equipment xt erne!S tot tc 1'( assure Estimate Each way Electric rater Caorer Exposed Exhaust EuT ing E •punlslon, F. ' paraded Er. ter- Tor Sd:e Fusel•.: Fire Alarm FGLri;,ofion, Fabrical r Fire A!orm Control Panel Forced ATP Furnace Filtered Ccid Water f:uor Urcrn F%JoaotiG -, :it 3 Er.t inguisn(sr or face is irtIshea Floor Elevr.• riun Ftlft,.elr)flt, FP- Ho3e F•r,ishred: i. fur e Floor F:r;shin0 Flexible •r'icnge Fluor CSC ent Faco of Stud Frrepr,eftIng.,Fire Protei:.tion Fins Per inCh Frame For STde Pex.ibie Sheet Roo fin; F':o t Fi]o!Pio F1 :, ring Vulture tea, G G GA GAL GALV GB GEM GFI GI GIH GL GND GPM GR GRL GYP GYP BD if H/C Hb HC. HD 11080 HDCP HOR UDC) HDWR HID t1M 1:0f HOR HP HPS itR HT H1 r, H f P tiV HVAC Hw 11M ID IRCL Ir) It: G INSI IL INT INV /SOL .1 ,IAN J 80X JG JS1 J1 L13 t Al L A a' LI: iI L71/1 CV t 41z itt Gus Piping Gauge, Gage Collor, St(tolvuo z i Bae r Generul Ground Fault rriTerrupt Galvanized Iron Grovlty Intake Hood . Gi.;zinc, t;rOUr Glass Id GG roans Per Min:fa rade Gr 1110 Gyp ,urn GYUSUfI Board High Hdrd.•are Cloth Hose 1Sit'] Hollow Coro Ire:d. Florid ;ir.yn,I. tiLlr Jboard Nepal :closed Heo Der HGrdwnCd High Int gns:ty E)iSChcree H,L'Cw Metal Herd Of ( rut C ^.7G ?fc HOr izOnt dl Horsepower High Pressor° Siodlum Hour PeiQht Heat Tory i'Na t er high vat age NNr11 ingi Vent .1tl t 1119/ ;ir Cendlti,nir-,g Hut NO' er It ydr' or. t Iny!da DLIrn ;ter fr: ,h Ir) Iudir.p Yif or for ion lresuIc t in Interior Inver t Isolation (Joint) Toni tar J.Inc T?r,n pO r Join. Gir de.r .)0is t Joint Kips per ,,:real root •:r _GP 0•1' r Kips Y '1 r� • ,v V Irli�)vo11 Amp K.i!o'naf t X ;Ir,w01 t iron, Length Pound Laving Air Temper ofure t.ovotr•ry L')rlr. I. ep Her "!2°r:tul l.4r.Q f.tra Vcr TiCal ions irJt,t fn,Q "Jhrwefcr; low Voltgr,: Louver 5 MA!1IT MAS MAIL MAX MBH MCC MCM 1.105 MECH ML1 MF_T FAB MEZZ MFR Mn IAIN - Mtr�L Mi0S MO MOT MSS 4./ Tr) T M,IL i NIA NE 1:57 t■F NIL NO NOM NS ?Cc', OA 0C Of; OFF On OPT' OS 07 1) P PART B1) P•13 c•C :'EN! T PE I Pis/ PL PL AS PL ij;, PL! P_1 • F'LM F•t:l. PO5 PP PR PRE f• PpEr Rr.1 pP.'r PSF PS! P1 P1r1 Per SITEiBUILDING INFORMATION SITE ZONING FIRE ZONE OR DISTRICT BUILDING OCCUPANCY CLASSIFICATION 8 -2 BUILDING CONSTRUCTION TYPE 2 -N BUILDING ALLOWABLE HEIGHT 2 STORIES, 55'0' MAXIMUM BUILDING ALLOWABLE FLOOR AREA UNLIMITED FULLY SPRINKLFRED EARTHQUAKE ZONE ZONE 3 OCCUPANT LOAD FOR EXITING 2.946 TOTAL EXIT WIDTH AND NUMBER OF EXITS 59.0' REOUIRED 65' PROVIDED 4 EXITS REOUIUED, 9 EXITS PROVIDED Main tenonce Masonry MGT er!al Mddimurn x000 01014 per Hour •- Mot01 Control Center 1000 Circular Milts Main Distribution SwitCnbOard MechcnlCal Mer'it]r one Meter Miscellaneous Met di Mezzanine Menu f do t urer• MGrlh0le Minimum. minute Moulding Moscnr; Opening MOtcr(ized) 1.4(1n,,mt1Ontnr •-1- 1"r Cv: *r/• Mount flog) fed) Err;il ty Neutral Not Applicable N•]r m::71y CIOSAO tt;11 :'D �S'ir- uc.1'vG• Test'r.g 7•.cr Face, 110n Fused Not in Co'`troct Norinoily Gpen NCrrrinol ':Rag Sloe, Non- Sllp Not to Sawa Outside Air, Uver,n Or Center. Ctn.ter to Cent e.. Outside Diameter Of i'c_, her,'; PpCnling OF`✓osi• e Overflow Scuppor F'•.nce PO:e PCr tide Boord Pu;n5utton Precast Concrete P,)'!elrr]tion 1'ti -irnpl Cr_ ,ncfi•�ntar 0te l'PIS' er Pfumbing Power ! ire Cur -ier Pouric per ; Trieal r PICS'L arnln7te Piy'n'C rcr,e: Point of gale Power Pose Pcqr prnoOrot iOr' r.rc.f R, .rcred fir Lopict feat (ic,nr Power knot Vent ilnicr PO■fr'•'S` per Sc,uor 0 1 uG Pounds. per Sluurr•. Flint Par t,t;or, OIy r'.'r:l C!.lor ide 0 07 CTv • P. RA R F; PCP RCPT RC RL' D REL RECD FEF PEER PEr. rrr IN, RESIT ra- RFv RE Ri RFL F,M RMS RC) P ^'A RP RPm RTL' RV RWC RY.1: Sc 1 SCHED c E• c1( • SI• SNP SPT 517.1 Si •: r SLR 5141; Stitt SP ':1 A SPE5 S "1::-Fr ;ST SiL 5 Jii sip T1jf 5115' AR,U Y1,1 `f5 Ouorry Tile Quantity Rodlus, Riser Return Air Resilient Bose. Vinyl Base Peinforcod Concrete Pips: RecAptocle. Recep;c.,:'os Roof forr)ir• Redwood Recessed Received Refer'oncc• r C r Pefrire. t � 7 N• Register - Reil,fOr(,A (inQ! beat) Required Resilient Reversed Vinyl .emposition Tile, Pesilien t r !oar Roof inc, Reflect fed) rive) Room Root Moon SQ'.ora 0JUgh Openlnq Port -„f W.Ty Residual r'ro.SS1)re. f(avciu1ions per Mlr,./TC Hoof top Ur.'t Rost Vent Pain Ylo'er Conductor Rec:c • ran Spacing As Noted So''t(1 Core Schedule Soar C,is ens •: Section Err.. `ht;l. Sensible heat Ratio, Shower Shoe t +Imir r `•e0!ant 50n:1 ar j 1l tr'': in I' ig,.14(1 l Sani1']ry 1,apk Peceptor jtntrr Pre55ura. St ; ^re Spricd (erg) lir.gl Specifi<:atinnts) SGeo4 er 5•.r irlk it -r ".rlu•)rr. Sarlitr;r•y Sewer, St or t•jtrt. Service Silk (Slop Sirlk) Stuintess St,ret t on.lar'.1 Slit f,,ner C• • •e. SIc,i age _tar rer trur,f,;rC :<Ii .usperuled Swi • _.1 wi SA; Seam.) 1r 1<•GI `.,y,+ctm • 1&C T -STAY 1/C TB TL TECH TEL 1EMi' 10 Tr- If E IHC 1111, THPES r f 1 rt re' Tr, TP IR4t „1 TS yP UH OR 1:T! V JA VAC VA../ VDC VEL ER1 VEST l IF VM 4f)L VTR VVT WIC w w W 1 0 W3 SC A!1 Wr::w WC A'HM wt wP Thermostat, Double Throw Tongue ono Groove - ir ^r ?.ostot TUG of Torre' Jar Towei 0i:.penSer T e nhnir a; Telephone Tempest :r•. Tr Gn5fr1: I r on ; f er 1 G'. Top Of EOGtirr0 F lev;)tir,,r. lr,r'ecded Tr.: ;► tress) It•r eshotd TO:1e1 PpF,•; HoWcr 'Oi'ef F,'rt t! or. I r •fin -, tar T- rn5fc,rmrfr T •2r mo!'• AC' 1cr into 51<) tic Pr e•.ure Tele, iSf, r T yP!Gr,1 L:rri■rcut Lir., cleat',, :., l:nie 1J:)1•Id 1)1hur 0' ir'.nf LI i'ity vent Pininr0, Vail Volt Amt. ore ',Nits Al ter net trig r•Jr, �arirl Ltf,- f.:r• l''_Il.me V•. ✓): Harrier” c11 Direct '. �,. r er•' VOIOCIty VC. 1 !CCl (Pi) Vestif,u'e 1 ' ! JOrur:_ Vent .Through. Vrlr'i 01,111 VO1t,Pry en1 1 en7)nr )1 ore 'Sin y! WO!I'GV or inro Wr•)r• Nita Yl(ihuut Water Close Yru:)w Wfrl< C,ulr(1, W:) • t sr W)41 Hour MhtF,' W -u.egn Ndterpr or, finp Wa;erpr;rt, r,'r)ntn,,r i r• .1 YJUbte Nectrryr;,tn( RainSC 111 {7r)i(<11 NeldAil Wir e a • MATERIALS EARTH • GRANULAR FILL CONCRETE CONCRETE MASONRY UNIT (CMU) \� '1 \ BRICK \\ \ \ \• STONE .a.- :., %...✓'r; �..O.�Y:4 .)lv itkO+l�r'�i7�N•Xil.•�! r?r�,./l:'aidwwWl�i'V�'1�4• d` - - I i'I'11Ii!'!!i II;I ,{Il;l!�f , I I I .� I I I j '!I ! !II II {;1111�;,'li {ll!! {I: i; 11, i J 1 0 ) 1/. 111'. �rli .. �% 1 ! WOOD FINISH PLYWOOD PARTICLE BOARD GYPSUM BOARD PLASTER, GROUT 11 1111111 11111 111 DRAFTING SYMBOLS AO 3 A6 9. f% 1 I 1 1 1_.. -____ ..... J + EL 71001-0" BATT /BLANKET INSULATION BOARD INSULATION EXPANSION MATERIAL METAL QUARRY TILE CERAMIC TILE CEILING TILE CARPET TERRA-770 WOOD (BLOCKING) WOOD (SHIM) GLU -LAM (SECTION) DISCIPLINE /SHEET NUMBER COLUMN GRID DETAIL NUMBER SHEET NUMBER DETAIL NIJMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER SPOT ELEVATIONS OWNER SUPPLIED ITEMS IiI'I!1 111!illy!II ' {,I Ili I 7 r • SYMBOLS 11111111 1 /J 6 \97 • LAY -IN LIGHT FIXTURE LIGHT FIXTURE EXIT LIGHT LINEAR AIR DIFFUSER SUPPLY AIR DIFFUSER RETURN AIR DIFFUSER SPEAKER 0 SMOKE DETECTOR SPRINKLER HEAD - FLUSH CONCEALED SPRINKLER HEAD - SEMI - RECESSED SPRINKLER HEAD - UPRIGHT SPRINKLER HEAD - PENDENT SPRINKLER HEAD - IN RACK • SPRINKLER HEAD 2" DROP NIPPLE. PENDANT SPRINKLER HEAD - HORIZONTAL SIDEWALL FIRE EXTINGUISHER - TYPE I FIRE EXTINGUISHER - TYPE 2 FIRE EXTINGUISHER - TYPE 3 Ili, I ij'I!H rI IIir�1{ Iii {' { {Illilililj . I 1 OFFICE - 2.02j 53 —BID PACK —ITEM NUMBER . /ADDENDUM OR BULLETIN NO. KEY NOTE ROOM NAME ROOM NUMBER DOOR NUMBER PARTITION TYPE KYDEX ARCHITECTURAL FINISH NOTE '.st$1,,.eAi`tiY' SHEET INDEX ARCHITECTURAL AO COVER SHEET STRUCTURAL SI 51A S2 S3 S4 55 SE S7 S8 S9 S9A 510 SII FOUNDATION & FLOOR PLAN FOUNDATION & ROOF FRAMING PLANS ROOF FRAMING PLAN MEZZANINE FRAMING PLAN GENERAL NOTES, SCHEDULES & DETAILS FOUNDATION DETAILS ROOF DETAILS MEZZANINE DETAILS DETAILS PANEL ELEVATIONS PANEL ELEVATIONS DETAILS DETAILS FILE COPY 4 tovidorgand Out Or Puts Check awrovats are % &Tons 3o oviissios zed exreral of Wiir4 4110,6* J; SS? vtolatiosi ak any i460$4if Code or ordlrtlt.:'►co. Receipt of contractor' N a ed plans et: ruled. .12) £2C D R,..4 / Yom' t� PLAN REVIEW FOR COMPLIANCE WITH TJ{E FOLLOWING ORDINANCES ONLY 232—Z s1J!JEC t TO INTERPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, OMISSIONS MD INCONSISTENCIES. DATE IN t:` _ `L. BY --•-- DATE OUT„11,,s> Mp.HAN & DeSAL #0. INC. CODES BUILDING CODE UNIFORM BUILDING CODE. 1988 EDITION (88 UBC) LOCAL JURISDICTION CODE CITY OF TUKWILA LOCAL ORDINANCES HANDICAPPED CODE UNIFORM BUILDING CODE, 1988EDITION (88 UBC) WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACILITIES (16 APRIL, 1987) (WSRBFF) MECHANICAL CODE UNIFORM MECHANICAL CODE, 1988 EDITION (88 UMC) PLUMBING CODE UNIFORM PLUMBING CODE, 1988 EDITION (88 UPC) FIRE / LIFE SAFETY CODE UNIFORM FIRE CODE, 1988 EDITION (88 UFC) NFPA STANDARDS, 1985 EDITION (85 NI-PA) ELECTRICAL CODE NATIONAL ELECTRICAL CODE, 1987 EDITION (87 NEC) STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES, WAC 296 -46 (27 SEPTEMBER, 1986) ENERGY WASHINGTON STATE ENERGY CODE, 1906 EDITION WITH 1986 AMENDMENTS GAS NONE CITY OF TUKWItA APPROVED SE P71 :nr ; Li 1, BUILDING DIVISION t t:rL;s� •i HEALTH / FOOD SERVICE WASHINGTON STATE RULES AND REGULATIONS OF THE. STATE BOARD OF HEALTH FOR FOOD SERVICE SANITATION (10/ I /80) REC SEATLE -KING COUNT i. DEPARTMENT OF PUBLIC HEALTH PLAN GUIDE FOR FOOD SERVICE ES "i ABLI SHMEN T S WY TOONLA swam grdow SPECIFICATIONS AND CALCULATIONS ARE AN INTERGRAL PART OF THE APPROVED FLAN SET. THEY SHALL BE PERMANENTLY ATTACHED TO THE APPROVED PLAN SET AT THE JOB SITE. ) ..r -J -. n• 0 PROJECT CODE CON. ONF'GURATlON 1 35 LLL LU 1 tze w 0 v 0, 20'- 0 44' 0' 473'- 1l1 /2' 44'-0' 44' -0' 'GI9'-9' 3 1II9' -01/2' ] C119' -9' 3 CII8' -01/2' ] CII9'-01y2' C119' -9" 3 3 SUMP PANS THUS a REAR OF BUILDING TYP BRIDGING 16'-0, EI19' -9' ) C119' -01/2' \ 0I8' -4' ] • C118' -4' 1 C119' -01/ '3 019' -9° 3 • cQ J TYP GRID '1.9' 0I9' -01 ' TYP. GRID J' UNO 0119' -9' ] -- MATCH LINE . ALONG GRID '1.9' GRIDS 'G.4' TO 'L'. SEE SHEET SIA FOR ROOF FRAMING PLAN CONTINUATION FOR TYPICAL FRAMING SEE z (GI 0 y tl ' J w z Luz,, oR 9 qPxz TYP GRID. '4' TYP GRID '7' TYPICAL CI20' -91/2' ] TYP. 0 GRID "F' UNO TYPICAL GRID 7 TYPICAL TYP TYPICAL A E120' -11/2 ; 3 -- TYPICAL RTU OPENING LOCATE UNITS SO DUCTS STRADDLE JOISTS JOIST 18,_5' t CITY OF ?'UitW APPROVED SEP CII9' -2' ] C1191'-7Y4' 1 C09'-01/2' ] i:119' -01/2' ] CII9, -9' 0191 -01/2' 3 C1I9' -9" 3 'fit '► ,J J BL11LD1 'Ca DIVISION SUMP PAN , LOCATION TWITHZE & EQUIPMENT BELOW MECH NICAL EOUI CURB (2) J -I6 ':2 (2) FURNACE 13' -10 CII9' -01/2' 3 0119' -9' ] SUMP PAN Cii8' -4'3. LOW CII9' -01/2° 3 J-7 ' 0t9' -9' 3 E1241-91/2') HIGH ROOF 1 CJ�l TYP MAIN a! GRIDS 2 & 3 20 TYP LOW S6 0 GRIDS 2.5, 3,5, 4.5, 4.? B- IO(MAINX +212" ) B- 7(HIGH)( +21/2' ) Cli$'=11�q' 3 I TYP HIGH MAIN ROOF CII8, -4' ] 41-5%s J-II 6! 4' -•0' OC CII3' -8' ;� LOW ROOF, TYP BRIDGING 7 S6 WALL TYP FPON (- 1'-61 /a' B-2(+21/2") 6 +21/2' 0 w a RECEIVED. t.�. OP TUKWILA SEP 11. 1989 -J w x CL . ELEVATIONS NOTED THUS .' C ]' , ARE JOIST BEARING ELEVATIONS AT GRID INTERSECTIONS, BUILDING .CORNERS. OR WALLS. SLOPE STRUCTURE UNIFORMLY BETWEEN VARYING ELEVATIONS. FOR ARCH TRUSS ELEVATION SEE DETAIL r' 4 EO SPA. 4 EO SPA • 24' -10 • 'WI' : INDICATES VARIATIONS OF T/0 MEMBER FROM JOIST BEARING ELEVATIONS IN INCHES. 4. FOR , COLUMN, BEAM. JOIST & JOIST GIRDER SCHEDULES - SEE SHEET S4. 5. FOR ROOF DECK WELDING PATTERN - SEE 6. SEE SHEET S9 FOR EXTENT OF HANGING PLANELS NEAR ENTRr. ,3. • • VERIFY SIZE AND LOCATION OF RGOF OPENINGS WITH OTHER TRADES. FOR FRAMES AT ROOF OPENIGS AND MECHANICAL EOUIPMENT - SEE 3 AND �]► 3/32' = 1 -0' .o.r.. •.a.w.■• ..,, ,. 11!1111 1G 111!. IIN1f r1, 1111�i1 :• O ►lllllill l III III l III i IIIIiII III l III III 1 III I II l l I 1 I 1 I 1 1111111 pill 11111111111111111 111111 III1111111 I 1111111 I 1111 11111111 111111 Iji11111III ( I111111.I I1l111111II I 1.I1i 2 6 7 9 1( 12 N3T -: IF the micrctllmed nth i4 Ant la lava r•1oor } "non +hie 6' OFFSET 4'-1' _ 6 OFFSET 2-144 CONT VERIFY OPENING SIZE W/ MECH CONTR TYP STD HOOK TYPICAL. WI8x40 ( +21/2 ' Wi8x40 ( +2%2" W12x14 1° EOUIPMENT PAD 4' CONCRETE 27 II /2'SLAB E 9' --0t/4 ` 7' -9' OPrP• HAND 2- "4 CONT -- . GRID 4 TO 4.7 JST JST W16x31 ( +21/2' WI6x31( +21 3Y/4' SLAB 3" SLAB EDGE I0H3 ' SLAB EDGE EXTEND TOP CHORD OF JOIST 6' PAST CTR OF BEAM WI6x 31 ( +21/2') I 1I WI2x14 (+21/2° ) PROVIDE 2 ANGLE .RISC FRAMED r►=AM /COLUMN CONNECTION THIS BEAM ONLY 2 - #4 CONT PROVIDE 2 ANGLE AISC FRAMED BEAM/ C OL:1MN CONNEC TION THIS BEAM )NAY v 4' -0' • ' 9'•- 111/2' • �J 4' -0' 4' -0" 9' -111/2' 4' -5' r MEZZANINE. FLOOR. FRAMING NOTES: T/0 BEAM ELEVATION (TBE) = II2' -7' UNLESS SHOWN (f) FROM EL= 112'-7' CENTER ',WF,BETWEEN T/0 SLAB. AND T/0 FORM. 3. FOR BEAM -TO =BEAN! CONNECTIONS SEE /" h UNO 4. FOR BEAM -TO- COLUMN CONNECTIONS UNO: W8 TO WI4 SEE WI6 AND DEEPER SEE 5.' ADDITIONAL 44 REINFORCEMENT IS NOT SHOWN ON DETAILS. • t CITY OF TUKWILA , APPROVED SE? BII 1 1.4 47 G IMPS ON r sPgCENECO OW OF S EP 11 1989 s ^. r- O III�III~IIIII(III`..f�ll{IIII III III II! III III III ! I I I I I I f 1 I �I�fII r. III I I I I I I I I I I i I I I I l I I IjI �I�I�I� III� I� III I, • • • WHIM M" 22' -0' 44' -0' ti (7) 441 -0• 441 -0.• 5 PANELS I) 20' -0" = I00' -O' 6'_0" 4%' 22' -U. 22'_0" 22'-0' 2' -01 2'-0' 49 CONT CHORD - THIS PANEL ONLY 3' -6' 3' -0' /q' TYP -TERMINATE CHORD REINF W/ STD HOOK TYPICAL 31 -41/4' —J J V d. r h-- O z N O 0 4 .= TYP GRID B c232:3 ..(- I II 71_71/4" " rA.6._2. 713,_2 w 20' -t3/42_ 1,_2" • c• " n " "C. 'A' • O O 1 EL= 100' -0` T/0 SLAB ELEVATION 24' -0" f1' -91/41 " 1 I7'• -4' TYPICAL REINFORCING AT OPENINGS: 2-45 FULL HT VERT EACH SIDE OF OPENINGS. 2 -45 HOR ABOVE & BELOW OPENING, EXTEND 2' -0' MIN BEYOND OPENING I -HS EACH SIDE OF. SCUPPER OPENING, EXTEND 2' -0' MIN BEYOND SCUPPER TYPICAL. 41/ 44' -0" 1E1 -0' L =29'- 1 - - -FOR PANELS ALONG GRID 'B' SEE EL =I16' -4' EL =100' -0' T/0 SLAB 34 -0" 341 -0► 10 PANELS !7' -0" = 170' -0 341 -0' I3' -G" 32'-6" 131 -0' 13' -0' 34'0'. 3 PANELS I0 17' -0' = 5I' -0' 131 -6E4' 5'-6i 4%2' EL =122' -81/,' .r, 'F' EL =122' -8' _____Q10 2 PANELS CURVED 180 "C. 2' -83/4' 8' -4/2" 'C' EL =10V-0" T/0 SLAB EL =100' -O' 44' -0 1.7.0 7' =0' EXP JT MATCH LINE TY„ ALONG GRID "1.9' 4% EDGE OF PANEL CITY'OF TU tWILA APPROVED SEP'1 REAR ELEVATION 3/32' = l'-O' Bull DiN EL -129' -O' 'E ---- 21' -3'/i' MATCH LINE TYP 31/4' EXP JT ALONG GRID '1.9' . EDGE OF PANEL 3O' -0' M 4'/2 L- I22' =8' EL= 116'-4' 6%/4 .,. F.L=122.-8045 'C' TYP CORNER UNO EL =981_0. ok T/0 PAN►"_: L BEARING OPPOSITE HAN1NOTE: 7/S9 IS D 0 EL =100' -0" T/O SLAB EL =IOC' -0" T/0 SLAB EL= 100'_O. T/0 SLAB EL -1001- ELEVATION 3/32' I'-0' 1 REF KEY PLAN ON SHT S9A 1 ELEVATION 3/32' = I' -0' ELEVATION 3/32• = (9ELEVAT(ON \,G), 3/32' _ I'-O' REAR ELEVATION 3/32' = RECEIVED CRY of TUICWIAA S EP 1 1989 p1111111 011111,11111,1111p 0 1G fll!. INCa 1 111111111111111 ! 111I 11111111111111111111 h 11111111111111111111111111111111111 11111111111111 1111111 111111111111 111111111111; 111 111111111111111111111111111111 • 3' - 4 1/2 " e.�" I I - 61/2' .p. ,rte. II II " • EL =I16' -4' EL =100' -0' T/0 SLAB 34 -0" 341 -0► 10 PANELS !7' -0" = 170' -0 341 -0' I3' -G" 32'-6" 131 -0' 13' -0' 34'0'. 3 PANELS I0 17' -0' = 5I' -0' 131 -6E4' 5'-6i 4%2' EL =122' -81/,' .r, 'F' EL =122' -8' _____Q10 2 PANELS CURVED 180 "C. 2' -83/4' 8' -4/2" 'C' EL =10V-0" T/0 SLAB EL =100' -O' 44' -0 1.7.0 7' =0' EXP JT MATCH LINE TY„ ALONG GRID "1.9' 4% EDGE OF PANEL CITY'OF TU tWILA APPROVED SEP'1 REAR ELEVATION 3/32' = l'-O' Bull DiN EL -129' -O' 'E ---- 21' -3'/i' MATCH LINE TYP 31/4' EXP JT ALONG GRID '1.9' . EDGE OF PANEL 3O' -0' M 4'/2 L- I22' =8' EL= 116'-4' 6%/4 .,. F.L=122.-8045 'C' TYP CORNER UNO EL =981_0. ok T/0 PAN►"_: L BEARING OPPOSITE HAN1NOTE: 7/S9 IS D 0 EL =100' -0" T/O SLAB EL =IOC' -0" T/0 SLAB EL= 100'_O. T/0 SLAB EL -1001- ELEVATION 3/32' I'-0' 1 REF KEY PLAN ON SHT S9A 1 ELEVATION 3/32' = I' -0' ELEVATION 3/32• = (9ELEVAT(ON \,G), 3/32' _ I'-O' REAR ELEVATION 3/32' = RECEIVED CRY of TUICWIAA S EP 1 1989 p1111111 011111,11111,1111p 0 1G fll!. INCa 1 111111111111111 ! 111I 11111111111111111111 h 11111111111111111111111111111111111 11111111111111 1111111 111111111111 111111111111; 111 111111111111111111111111111111 13' - 34'-0" 341_b" 7 PANEI,S a 171-0° = II9'- 31'-O" 121-2" 2-*7 CONT HORIZ THIS PANEL ONLY TERMINATE WITH STANDARD HOOK 2)-47 CONT THIS PANEL TERMINA TE STANDARD tN I J EL II - 6 / . . . ,. TYPICAL BOX OUT AT DOORS - SEE I "t=•1 0 0' 301-0° 4TSPA 20'-0" 4.1.11(0 TIO' SLAB 'TOP BARS 2' OC • - SEE SCHEDULE HORIZONTAL & VERTICAL ENFORCING - SEE SCHEDULE !SWSCHEDULE. HAENDGULIP .DOWELS 1 t• I & BRICK -JTTANCHOR WITH, • DOVETAIL ANCHOR • -• "'" SLOT EMBEDED iN • I 1 PANEL • PANEL REINFORCING SCHEDULE PANEL TYPE, TOTAL PANEL THK REINFORCING LOCATION HOR REINF VERT REINF HOR RBETII■1AF Iffiallidall -7,*5 TOP 8' EDGE REINF liala 2-#5 REMARKS . . • ° A' 6' 440!2* 45!0" #4,12'' 6 8' , ' #4.2' C" 6' 84(212" #5aI2° 2-105 ' Da 4' #4e12' 04012' -#6 I-6 " E" 6I/ #4e12" 5010" 2-#5 2-#5 _ 6" *412' #5e10' 2-#5 111.111111=111111111111:111111111111. 2-*5 MI IIIIIIIIIIIIIIIMIIIIIIIII NMI IIMIIIIIPMIUIIIIIIIIII 1111111 MOM L GENERAL F'ANEL NOTES . 1. ASSUMED STRUCTURAL THICKNESS IS EDUAL TO THE TOTAL PANEL THICKNE:)S FOR ALL PANEL TYPES. ?.• ALL REINFORCING SHOWN ON ELEVATIONS IS IN ADDITION TO TYPICAL PANEL",REINFORCING SHOWN IN DETAIL 3/S9A. PLACE ALL VERTICAL REINFORCING STEEL AT THE CENTER OF THE STRUCTURAL' THICKNESS IJNO. 5. PROVIDE PANEL BRACING PRIOR TO PLACEMENT OF SLAB ON GRADE IN ACCORDANCE MTH SPEC SECTION 03470. 1. 'DIMENSIONS TO BUILDING CORI,',IERS AND EXTERIOR PANEL SURFACES ARE TO THE EXTERIOR FACE OF CONCRETE. b1MENSIONS TO VERTICAL PANEL JOINTS ARE TO CENTER LINE OF JOINTP LINO. REFER TO ,,RCHITECTLIRAL, EI-(VAT,IONS FOR EXTERIOR MASONRY FINISHES, AND FOR JOINT AND CORNER 'ONSTRUCTION. ' --- HORIZONTAL BOTTOM REINFORCING ,„% - SEE. SCHEDULE FOR CONN ANGLE, L OCATION AND =SIZE -SEE 51 & DETAILS. A , CMU & BRICK 'VENEER - NOT SHOWN Oh ELEVATIONS • - • SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR LOCATIONS AND SIZES OF ADDITIONAL OPENINGS, EMBEDS IN PANELS, AND FOR THE VERIFICATION OF OPENING SIZES AND LOCATIONS SHOWN. PROVIDE SLEEVES AS REOUIRED. r A AAA, • T/0 PANEL BEARING EL," IS TIO FOOTING, GRADE 'BEAM,,FOUNDATION WALL, OR OTHER PANEL BEARING SURFACE. I" GROUT TYPICAL BETWEEN BEARING SIJRFACE AND PANEL. IN TYPE -,PANE.LS, HOOK ONE FULL HEIGHT VERTICAL, REINFORCING' BAR AROUND TOP A 't,i0 BOTTOM: HORIZONTIAL BARS AT EACH SIDE OF ALL SUPPORT WELD PLATES (SEE ELEVATIONS FOR WELD PLATE LOCATIONS), 9. ALL PANEL 'CONNECTIONS AT OR BELOW SLAB ON GRADE ELEVATION ARE TO BE PAINTED WITH TWO COATS OF BITIJMASTIC PAINT AFTER ERECTION. 10, ATTACH CMU AND BRICK VENEER TO PANELS € 24' OC MAX HORIZ AND 12' OC MAX VERTICAL. PICAL A 1,016.V.IP,AWA, WA..KWAOMel tf.ft'Oitt "4. :,,.4,164.z•.4. 111111111111111 111111111'111111 11[1 11111H111 ifl177177777777777771TITITITI 1i1111111111111111111111111i NOTE; 2 CaiN .THUS PER 1e MO HEIGHTN4 13).' Tor oF' PANEL CORMER TYP (5ELOW ROOF LEP&ER.) 3/8 A4`11, O'-q" .......,___...............................- 1.. NOTE : 2 CONN THUS PEK CORNEF TYP le MID HEIGHT 4 le Tor' oF PANEL. , (13E1OW ROOF LEDGER _„--COWC WALL PANEL -----•IN6iPEL,FACE OF PANEL . 14/ 4'43 T1S c (0"0.C. FULL WeIG1.11- OF PANEL ,CONTINUE.TYF' HOtt,411E4 1HCOU641 APPL. RENv PLAN 1■.10 SCALE Put.i. H6en-IT -vegl Reik,V. 42111W-""" ,:..,4+.,i,- Put.i. H6en-IT -vegl Reik,V. DeTAIL ,:..,4+.,i,- I vERT4 ., ix IQ- Go 8-45 5E5 rpc • 7..,.: ' 17,;:'. r • : , - Zo., (-0 PETAIL 510 3411z1 0‘, REINF esim sic 4 1 61116%4 ----t-gr45 si OF POOR ONCT e m AEI PETAL h" ?FRIO ENP , -• Z-45 poweL6 LAPPeD w/VERT EIP&E PANEL REINF (FULL HE(641T) DO w 1.6 x4:-CY CLA TO "6It* 1°1'46 No•re F ADDL. Ize oar SEE, BEA M PoC K Er AT 406T &-Degl -46ToP •Ti-er-k. Two 04424 AT umoeg4toe OF ..4014,•* cogr,611/13EAt1 PoCKET -.s•-•(# veiLT ,v/ *3 Ter, G. 00C PULL HglepHT of Pwet-. ft. Hewer" egt,,(, ge PLAK1 - PACK ILION- 1..112.1N114 O- TAN cogoule grflitI4 EA E):117 ppe iPc z- NOM - _ MON c2TAIM ColtOUT 2aa7,16- ° 140T.:-',JOIST Nor SH01,04 Fay ClAtiTY- FAsTEN' To Allot*. 14/, roF 116"'FILLE.T lAIELP EACH SIPE 7---7.--411t6Ek • •LGYG,v -r8 )( CY8•• 14/1-3/4" x 4" 5TUP *- 4- STACKEP 1/2" xri'%TUPS, sTACKS 'DETA'IL TIP PM1EL jIJF THICKENEP,,:SECTION f1.11:1 ,wipt:H OF PANEL - FoR 'ComPitrOkf • e JAPO6' sEta(1,9 EL WI-4 as FULL uIpToEpL . , . TYP'PANEL:4,1b1JF 3EY0141) oPENIkl (7- 1-10 STL R,OLT EA END /IAA 3x1/4 x01-4" LLV e z FAJEL 4 B/OBEAM 4'. GONG WALL. 'PANEL e2ea‘z?,) 01,4 c_Ar ei,ev, ,*NOTE: 'JOISTS NOT 51-40i,111. FaJois-r y 5.CE147`.-1. ;1';;;:. ilf111111-11•pliTiT111111111.11 )1111111111.1111.111.11i11111)(111.1111111111'1 2 11111111111 5 'WA 7. 9 in i i ...A0FiNGfp.A. 12 ,-T, . ,:..,4+.,i,- ix P.... 7 • 7..,.: ' 17,;:'. r • : , - ,.., : . . . . . ;1. ..%„4^ . ..". 11 , ..; '. . - .. . II' :•'1,,.. '.. 4' ,r• .95,1' .4 -'"'••••• ... _ ;1';;;:. ilf111111-11•pliTiT111111111.11 )1111111111.1111.111.11i11111)(111.1111111111'1 2 11111111111 5 'WA 7. 9 in i i ...A0FiNGfp.A. 12 BOTTom OF NOTE: HEAVY LINE INDICATES 22 GA. S EETA METAL ()AMER RACK DIVIDERS 3' -8' 6'-3' 6' -0' 1 7' - 3'-10' 7, -0' NO��TppE; gyp, SLEET LINE TTAL SA IER RRAACK DIVIDERS (TYPICAL) 5' -2' 0' '7' -0' 7'-0' 7' -0' ; 7' -0 ?CK ROOlf LIGHTING SPA 1 1 I RECEIVING ,MGR. i 11..10. 7' -2' 1 7i-0' » 7' -0' 7' -0' 7' -0' 71 -0' 10' -81 I I I 3' -6' 'TA ELECTRICAL i DAY MAINT. EE0012 ROFILE A • it ROFILE A PROPERTY DEVELOPMENT 33 SOUTH SIXTH STREET P.O. BOX 1392 MINNEAPOLIS, MINNESOTA 55440-1392 NOTICE • DIIIO S -VERIFY ALL DIM NSIONS AND C -NOTIFY THIS OFFICE OF ANY VARIATIONS - ALTERNATE > USE OF THIS DRAWING T -BE APPROVED BY THIS OFFICE REVISLONS NEST-A -FLEX ROLLER CONVEYOR BF100111IFI COMPACTOR PROFILE D 0• 4 1TIER ROFILE A ce SS32 top BATTERY NNE M!w AMwmiwarwrw _t eFNA1111.- ai7ii■Y1111i11111111111111Y11lr 66 RACKS 6 -0' 4' - • C-0" AUTOMOTIVE 4'-0.1 4'- PAINTlHARDWARE 9 SHOES PETS 4•-1• 4' -1• 1 1 (. 4•-2• 1 4' -2':1 4' -2' 4•-I• 4'-1• 1 1 4' -1• MINTED! 1 DETAIL). 4•-2' 4' -2' 5' -0' 5' -0• a 9 s (cfP ma w am !v�s ma 4 urr NOTE: e . ' FOR DIVIDER W: LOCATIONS SEE SHEET F -2' -:. 1 + ' I. • 4•-2' + ±+A- --�- -}-- + ! + + + /LT W. - -; 4'-6• 106 RACKS SMETICS BOYS + + -�-- --i- _a6 E .41 RACKS + + + -k 0ao'' FOR DIVIDER .,WALL LOCATIONS 1 `:Q:�5�1 f'4r1404Tu'Fo-$6 - HOUSEWARES ME DE OR 4•-2• - 4- 14F0303 aars goo eova IL7 5:' gf.1.1M 4•-2' •� 4' -2' 4' -2' r7 4•-2• 44 RACKS ACCESSORIES - •+ GIRLS ADDITIONAL FIXTURES SEASONAL e-MF0224 - STICKGOODS DISPLAY 2-AX0438 - CAPE COO FENCE 1- MF02.40 - SEASONAL MAT CANDY. ;Y STATIONERY I LUGGAGE 0 `. TS I I y BOOKS RECORDS & TAPES �3I 1 T• ..-, ELECTRONICS _ vvabea is • LANTS 1 1 1 1 1 I 1 .1_1 4' -4' 4,-9. 4'-4' 4' -4' 4'- ,• �I� 4'-A• 4'..6. •� l♦ 4,.cg. HOSIERY 9- AX0207 - HOSIERY TUBS R.T.W. 3- AX0281 - GARMENT POLES PROMO TABLES 5- TF0209 - PROMO TABLES 9- MFU359 - FOLDING PROMO TABLES 9- AX0456 - RED TABLE CLOTHS MISCELLANEOUS '40- AX0213 - RAIN COCK BOXES RECORDS & TAPES 3 -MF0 411 - 25' COLOR TV'S ELECTRONICS B- AX0326 FILM PICKUP SIGN HOLD. 1 -M f 411 VCR STOCK ROOM 41 -0• 22A2- SNACK BAR !STORAGE • L 1 t J i TELF r; S I ATM CLOCK- CONTROL `8F0526 BFe92 PROFILE A 8F0T27 RWL PUBLIC RWL apvg 4/4,104-r 1,04/ -" a M�zz. NOTE; AVY LIFE INDICATES RACK DIVIDERS (TYPICAL) • RECEIVED end OF TOMMIA C E P i 1989 KUM* UM 4- WF11165 - HANGER BINS ; 50- AX0339 - STOCK ROOM SIGNS 240- BF142? 24' X 48' SHELVES 26-BF1428 •- 24' X 36' SHELVES MISC. BOLT PACKAGE 16- BF1446 36' X 48° SHELVES 2-PF1447 36' X 36' SHELVES CHECKOUTS 3- WF0093 - TEMPORARY CHECKOUTS 1- AX0445 - LANE LOCKOUT 16- AX048.4 • LSINE LIGHT ASSEMBLIES TOYS .. 1- MF0336 - POOL FLAT COMMODITIES 4"MF0224 - ST3CKGOODS DISPLAY 1- MF0225 - S i 1CKG000S DISPLAY END AUTOMOTIVE I- WF0556 POWER `'TOOL DISPLAY 3- MF0285 HUB CAP, Q3SPLAY 1- MF6562 • FLOOR MAT .DISPLAY SPORTING GOODS 4- MF0301- BACKBOARDS DISPLAY 4- VF0190 - SLEEPING BAG DISPLAY 1- AX0440 - BIKE POLE HARDWARE /PAINT 4- WF0519 - POWER, TOOLS DISPLAY 2-•MF0266 - RECHARGEABLES DISPLAY DOMESTICS 1•MIF0288 - 2- MF0547 1- WF0540 1 -WF0810 - 2- VF0187 - i9- VF018B 6- MF05B0 EMPLOYEE 10 -AP @149 - 1- AS01:i5 • 48- AS0156 -13-460430 - 108- ASO460 - 13-AS0451 - 1 SHOWER CURTAIN ACC PILLOW DISPLAY SHOWER CURTAIN APLAY SWAG CURTAIN Emu CAP SHADES /CLOPAY MINI BLINDS /CLOPAY - DRAPERY WALL DISPLAY SERVICE 12' DEL .PRONG PEG HOOKS 49' ZONING DIVIDER 16' ZONING DIVIDER 3`X36' WIRE FRONT FENCING 6'X1l' WIRE DIVIDER 6'X13' W1RE DIVIDER SCALE: 3/32''•1'_0' PROJECT P188 -1..1.L ADDRESS JULY 1cj3g CYCLE STORE NO. ,--, ri. •.c ybi:r aia i +' 714.4e - sli',%d -4;, hA;4441.'i'. 4)44hAisfe/s1ddMs. sR:4411 Kr::oad.0 :to A.,,drau.;.4.6.,:tocrisro rXr tti i; II I� 11 i I I I i I I i l•, i 0 16,,,�,,, �I�IIIII!I�III�I! 2 9 IIIII1IIIIIIIJ!II, III! 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