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Permit 6935 - Option Care - Offices
opTIDKI *P35 6935 option care 13035 gateway dr #131 BULDINQ PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: (Dq.35 a -IG-ga FEES.. DESCRIPTION :; BUILDING' PERMIT FEE PLAN: CHECK: FEE BUILDING =SURCHARGE_ TOTAL 843.00 548.00 RCPT # DATE: J7 attC141Q • 5145. 12 -2f� 91 1, 395 PLAN CHECK NO.: 91 -519 PROJECT INFORMATION SITE ADDRESS 13035 Gateway Dr SUITE # 131 VALUE OF CONSTRUCTION - $ 158, 000.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT It Option Care 000480 -0015 TYPE OF 1J New Building U Addition (X) Tenant Improvement (commercial) U Demolition (building) U Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Office tenant improvement and mezzanine office. PR PER WNER Bedford Properties PH •N 241 -1103 ADDRESS 12720 Gateway Drive, Suite 107, Seattle, WA ZlP 98168 CONTRACTOR SGA PHONE 367 -2191 ADDRESS P.O. Box 33978, Seattle, WA ZIP 98133 WA. ST. CONTRACTOR'S LICENSE # STEPHGA099BP EXP. DATE 1 -10 -93 ARCHITECT David Kehle, Architect PHONE 433 -8997 ADDRESS 12878 Interurban Avenue South, Seattle, WA 98168 SQUARE FEET SQUARE FEET SQUARE FEET SQUARE FEET TOTAL SQUARE FEET 11,800 TOTAL OCC. LOAD 98 11,800 98 TYPE •F • .. V —N UB DIT • (year) 1988 SETBACKS: N— S— E— W— FIRE PROTECTION: ®Sprinklers 0 Detectors 0 WA UTILITY PERMITS REQUIRED? 0 Yes ® No BAR /LAND USE CONDITIONS? 0 Yes (public Works al No ZONING: CONDITIONS (other than those noted on or attached to permit/plans) APPROVED FOR ISSUANCE BY: I _ BUILDING I144VV,.1 OFFICIAL DATE: — - I hereby certify that I have read and exa fined this permit and know the same to be true and correct. All provisions of lay and ordinance •overning this work will be complied with, whether specified herein or not. The granting of this permit does not p = u • to give authority to violate or cancel the provisions of any other state or local laws regulating construe .n or a erformance of work. I am authorized to sign for and obtain this building permit. r SIGNATUR:: A-i- (_ DATE: L// 7 /AI2---1 PRINT NAME: (7�Y /_s L aoG( -���� COMPANY: /,arid //-eh Cf, /4(01. his permit shall become null and void tf the work is not corx menced within 180 days from the `date o1 issuance,: or. if the: work.is suspended or abandonedfor a; period: of 180days :from.the: last inspection DATE ISSUED: CERTIFICATE OF OCCUPANCY NO. Pc; —Off< PLAN CHECK NUMBER PROJECT NAME BUILDING' 'EMIT APPLICATION TRACKING Option Ccxr� SITE ADDRESS I�o�S Cc±�w� �br SUITE NO. )I 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. q1 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 OCC. LOAD TO.TP DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. PARTME BUILDING - initiai review la-��b -al FIRE \ 21 6t2... APPROVEI ( Tit crz ROUTED :U1REMEiN' ME CONSULTANT: Date Sent - Date A 1• roved - lk FIRE PROTECTION: ('Sprinklers ��� FIRE DEPT. LETTER DATED: IN 3 Detectors N/A INSPECTOR: O PLANNING U/q ZONING: O PUBLIC WORKS .f/ /A INIT: INIT: REFERENCE FILE NOS.: Is AR/LAND USE CONDITIONS? ( )Yes [) No MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: S- [ l Yes E- W- O OTHER INIT: k BUILDING - final review teDE INIT: REVIEW COMPLETED ciz, TYPE OF CONSTRUCTION: UBC EDITION (year): PERMIT NO. DATE READY PERMIT EXPIRES AMOUNT OWING CONTACTED DATE NOTIFIED 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: init. init. .'*V CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDII3 PERMIT APPLICATION PLAN CHECK NUMBER gl-51 DESCRIPTION =.. BUILDING. PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE AMOUNT. RCPT # DATE OTHER: OTAL SITE ADDRESS SUITE # I O3 6ATewAy VietvEL- l'7? 1 VALUE OF CONSTRUCTION - $ ig, 000 ASSESSOR ACCOUNT # COO — ` - C, — 00 I S (commercial) U Demolition (building) 0 Other: PROJECT NAMEJTENANT C2A-Tt_wAY COOval'el cF--1 FL 0PT1or.l C44 TYPE OF 0 New Building U Addition ►2 Tenant Improvement WORK: 0 Rack Storage 0 Reroof • Remodel (residential) DESCRIBE WORK TO BE DONE: crv.) t... -rew i- 1wi pkenv ariT It. 1415.7.z_ / N \P.4 E Orr, BUILDING USE (office, warehouse, etc.) piG_/ wprilte_.- }IovSE NATURE OF BUSINESS: 60Y roy.a4,e, 04tvL - V1kc:ic,\ us5i14-1,14« 0,0 ,1 i "own requirements may need to be met. Please explain: WILL THERE BE A CHANGE IN USE? j4 No 0 Yes If Yes, new building SQUARE FOOTAGE - Building: Tenant Space: it utiZ St. Area of Construction: los t ro 5F. WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? V No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Eb ,817 ttQ.c7.etjs 1�S �iTr #- 1 7 SeTrLei PHONE z4.1- WA- ito3 ZIP �lg� IcoB ADDRESS I2-124;' Gp -mwn,y bg■ve CONTRACTOR A PHONE -7_ 2191 ADDRESS o soX ..3,7-7e), .� ZIP 9�j33 WA. ST. CONTRACTOR'S LICENSE # �f c,t•IGAc::, cc 5P EXP. DATE I l0 9 Z ARCHITECT 1P2 PHONE PHONE 433 —P> ?' �l ADDRESS 1 mj ?�J It rreKoe5m l iyja. .,v , ��F�i'f�Er W g . ZIP I�j I HEREBY;. CERTIFY: THAT. 1 HAVE. READ' AND:: EXAMINED TI-llSi APPLICATION :AND.;.KNOW THE SAME:; BE TRUE AND CORRECT :ANa ` ,! - .ED :TO''APPLY'FOR :THIS <PERMIT, BUILDING OWNER SIGNATUR :,'' ( DATE OR AUTHORIZED AGENT PRINT NAMEi;;av1p /eki ADDRESS I28 v Ihl'1iE'UFTi�AN >��R. Gio. CONTACT PERSON t74'1 P k/L �- Z..2,-3 —(1) PHONE 0,17 CITYIZIP .rAr- / /fit. PHONE 433- �97 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available: at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to subrnitting application. In all cases, a valuation amount should be enured by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED la -Qlo-at DATE APPLICATION EXPIRES UM- COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS —I Completed building permit application (one for each structure) nAssessor Account Number Two sets (2) of the following: Specifications' nStructural calculations stamped by a Washington State licensed engineer i I Soils report stamped by Washington State licensed engineer SUBMITTAL CHECKLIST Topographical survey COMMERCIAL TENANT. IMPROVEMENTS ri Completed building permit application (one 1or each tenant) . Assessor Account Number Two (2) sets of construction plans, which include •.Location.of tenant space •;Existing' and proposed parking • Landscape, plan (if applicable; e , change' of use Overall building plan • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square' footage; n Energy calculations stamped by a Washington State licensed . engineer or architect [ ] Legal description LIWorking drawings, stamped by a Washington State licensed architect, which Include. Floor. plan of proposed tenant space • Tenant space plan with use of each room label) r Exit doors, egress patterns. • New walls, existing wall, and walls to be domolishe Construction details • Site plan::: • Architectural drawings. • Structural drawings • Mechanical drawings.' • Elevations:: Civil drawings • Landscape plan Completed utility permit application; n Six (6) sets of civil drawings;: NOTE See utility permit application and checklist for specific utility ..: submittal requirements.' RACK STORAGE Completed building Permit application Assessor :Account Number: Two (2).sots of plans, Which include: Building ;floor plan showing:.; r Entire space where racks wit; .e located • Exit doors' Dimensions of all aisles Tenant space floor plan showing rack storago layout, aisles and exits. NOTE include dimensions of racks (height, width and length'), aisles';. and.exif ways:: on plan. ri Structural calculations stamped by Washington State licensed engineer (rack storage 8' and over): RESIDENTIAL Cross sections showing .wail construction and method o attachment for floor.and ceiling Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any utility work is to be done, submit: separate •ut1Gt y permit application And plans. REROOF Completed building permit application Assessor Account Number. Narrative describing existing root, material be :material being. installed.. removed,•an NOTE: ;A certification' letter is required prior to final inspection off of the permit and sign - ANTENNA/SATELLITE DISHES l i Completed building pormit application Assessor Account Number:., Two :(2) sets.of plans,. which include: • • 51te:Plan (Showing building and location. of antenna/satellite dish Detalis antenna/sateilite dish and method of:attachmen n Structural calculations stamped by a Washington, State license • • . engineer, may be required NEW SINGLE- FAMILY DWELLINGS /ADDITIONS Completed building pormit application (one for each structure) Legal description Assessor. Account Number Two sets.(2) of working drawings, which:includo: II • RESIDENTIAL REMODELS Completed building permit application, Assessor Account Number Two (2) sets of working :drawings, which inclu •" Site: plan • Foundation plan;:: Floor plan • Roof plan • Building elevations (all views Building cross - section one:for.each structure Site plan ■t•- (On plan show closest hydrant location •. Foundation plan Include access to buttding, showing Floor plan _::• width and length o/ across ) ".Roof plan':; • •:.Building:elevations (all views) •;Building cross- soction •••.• '•• plans Washington State, Energy Code data • . Structural framing plans 'NOTE ;11 any uttlity;;work: is: to be done provide utility permit application • and plans Must be submitted :Completed utility permit application Six (6) sets of site plans showing utilities . NOTE:: Building slto plan and utility situ plan may . be combined. Sae utility permit application and checklist for specific submittal requirements Additional topographical and soils information may be required if unique site conditions. Completed building pormit application (ont, for each structure LiAssessor Account Number Narrative describing existing roof, material being removed, an material being installed NOTE:. A certification letter is required prior to final Inspection and sign off of the permit.: ; • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 R O. (206) 431 -3670 "FrrOject: � ype o ns� ion: N Address: Date Called: Special InstructIdns: -2 p ii- Date Wanted: - z' am, .m. Requester: Phone No,: Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. Inspector: Date: 4 / 2 7 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 &93S PERMR NO (206) 431 -3670 • ro ect: ' Y on C-611( e... YPe o nsped on; Address: /3Q36 &we tal (4 j,r • Date Called: T ` 17, go Special Instructions: /.J, 10I-7 Gv% / / 6e- Lei Vi 77� a 2-:3 Z3 Date Wanted: ✓ " t 7-1A t r.J s- ; •v 0 ..SPR c e-5 of ZS'T rZ s NA . Requester: Phone No. 474, c7/ffc L . ❑ Approved perappiicable codes. Corrections required prior•to approval. COMMENTS: ' 1-) C..E`I1_10C? I S NOT ! N5 LA A- € 2 d"72- 4-1A c C azT FL- a-o,R- 0f-F. c,C' I R' AtJV y C-1- 1 S t" T P i2-6 T a--er; i--4-a P.• • Tv 'c'— u N 1i c' A 12 61 vn n13 CI( A S \ '`v A41-Pr t.ct tJ W &1--.1— , A 12C. to 1 1`e-G' To J't'iVIScs 2 5 �c"... u.. IILE' v.NAt-L -C.. t N S c. A-Ina .J .6 A -1`1'S ✓ " t 7-1A t r.J s- ; •v 0 ..SPR c e-5 of ZS'T rZ s NA . -;) r),31-4-1 r..1 V11 --r..-F\ • =c tJ A I,. Date: - Zd _ q2.. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 035 PERMIT N0. / (206) 431 -3670 fro . ct: P . / ype o ns iJ • / , . I 4 Ad. • 4 2, 6-d,tw )/r, Date Called: ,J..., __AO Special instructions; / Date Wanted: y _, qC ) ,m. Requester: 1 et,IA___} Phone No.: 3 („/y, ,,_. / D Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: • Date:... �� 2 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. ecelp o ��e: INSPECTION N0. INPg TI ®N RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ER 0. (206) 431 -3670 Project; ��e Type of lnspectior�l �I ei ✓t ,(/ r/`J Address: b,6 Ci tti/ �' s l/ Date Called: Speclal Instructions: ..C,Yi 1 �� 1 Date Wanted: A _ q '"1 ' ei�" le.- am. p.m. Requester: Phone No.: 944- 9.18 2 ❑ Approved per applicable codes. )4 Corrections required prior to approval. COMMENTS: ' Inspector: te• /..2.-7e _/5 4 Date: /41z ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. INSPECTION RECORD fi) C.� Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 14135 PERMIT NO. (206) 431 -3670 ro ect: • • It ype o nspect on: N Cat 1 A r. rem •.te e. lei: Special nstruct ons: `mpr Date Wanted: am. a Requester: 1'1 Phone No.: ., X Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' Q $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd:, Suite 100. Cali to,schedule reinspection. f SP CTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit , f3s PERMIT NO. (206) 431 -3670 ro ect: O er 6 I.,1 ype o nspect on: �W Address: Date Called: 3-0s Special instructions; Date Wanted: 3 - z-5 --5'2 am, (,p mJ Requester: D Phone No,: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 so cf: PERMIT NO. (206) 431-3670 r0 F77-0Af & Type 0 nspec-riToT, Date Called: Date Wanted: 4--- (€14171i4t1 A r ns .6 lit D... Special Instructions: Requester: --- OtAk--, 4 _.9 ( y Phone Ncm fiSf Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1;7 414, /—•=7.- ACM nspector: .1 -4 j'4 II A SILO f 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. eCelPt 04 1,1 0 . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION, RECORD Retain a copy with permit (206) 431 -3670 ro ype o nspe ion, n/f Addrr03 %� Date Called: C Special Instructions: Date Wanted: ' '.i9— €9 am p.m. Requester: Phmne No.: 9 t - Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' 40/41.s 0,1 Gam, f £e.o / 4-1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Uate: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ro e • f y Raki, ype o nspe on: A, .w a. re WhkiW _OG , , te Ca e : (.0 Special Instructions: Date anted: ?' m. p.m. Requester: Phone o,: O q z ❑ Approved per applicable codes, ❑ Corrections required prior to approval. COMMENTS: iraks Lccr. e,tse r C el/is ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. S 10' `0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ro : jii• b.� ype o nspoet • : :,% :.. i 'l. 1 :',. . 1L al .teCa e.: 74, 1 Special Instructions: (. 1 Date ante.: 29--q am p.m. Requester: Phone No,: ❑ Approved per applicable codes. ❑ Corrections required prior to approval, COMMENTS: /A 4 • ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. SPECT I ` `0. ID INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 35 PERMIT NO. (206) 431 -3670 ro ect; "� ■ O rJ L/he LLJJ YPe o nspection;� Lock pjA%t., N (-, Address: Date Called: Z- 2.6 -92- Special Instructions: Date Wanted. . Z —24 arm 0 Requester: n� `✓ Phone No,: el. 7 9 5- 6 a ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: bca Inspector: Dater .2. 6, ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1) 1111., INSPECTION RECORD Retain a'copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro ect: b pu C ��e) ype o nspection: Address: v t �a C.10 t 3�c -1 Date Called: z- - 01— �2.. Special Instructions: cry �. , D ril 1�`�- r.�,., , f 3 f _ L�- �/] t �✓ ��G 'Cr�' ®v� Date Wanted: 2 ZU - X12 am. p.m. Requester: 7`)„4,,L ,t"''"T "+— Phone No.: 11 g2, ❑ Approved per applicable codes. ❑ Corrections required prior to approval. Ali/ , /U n i- a.6 /e. :,4,.:rt I� .iii ❑ $30.00 REINSPECT' 'N FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ze�d City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No. 9/,. 4/ / Permit No. Project Name 0/3/ / P"A / ?F Address Retain: current inspection schedule Needs shift inspection Suite # /5 / Approved without correction notice v Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 1< /Y A c.�2 e"S 6//Gt5 Aut h - nat re uafe�G /f -2— FINALAPP.FRM T.F.D. Form F.P. 85 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 Plan Check #91 -519: Option Care 13035 Gateway Dr #131 John W. Rants, Mayor THE FOLLOWING COMMENTS APPLY TO AND BECOME VA�JI.. J THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit 'number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 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 Professional Engineer. Phone: (206) 133.1800 • City Hall Fax (206) 433.1833 Option Care Page 2 10. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 11. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report. 12. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). 13. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor January 22, 1992 Fire Department Review Control #91 -519 (512) Re: Option Care - 13035 Gateway Drive, Suite #131 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3302(d)) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without City oc Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor the use of a key or any special knowledge or effort. (UFC 12.104b) There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UFC 12.106(c)) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9.1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. City tt Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 3 (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 4. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) 5. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only - ..special fire permits may be necessary depending on .detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, Zvi: The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd BUILDING PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. (r0.55 DATE ISSUED: a -(a-ga SITE ADDRESS: 13035 Gateway Dr SUITE NO.: 131 PROJECT: Option Care 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 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 X 7 Framing 431 -3670 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wail Board Fastening 431 -3670 X 11 Floor Sheathing Nail. 431 -3670 12 13 X 14 FIRE FINAL insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECT; JN - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSI `ECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical -- Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 0Q114100 PL N REVIEW COMMEN CJ Plan Check No.: 9 -561 Project: OW CAPX.. (,) No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 0 Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 0 All mechanical work shall be under separate permit through the City of Tukwila. 0. All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. 0 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. 8 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 0 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report, REQUIRED INSPECTIONS X 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney X7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening ><11. '2cmf31-411-V o 14414 4 12. 13. X 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. (72.(D Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the Jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 0 25 A Certificate of Occupancy will be required for this permit. tt BUILDING PLAN REVIEW PLAN CHECK NUMBER 9-- PROJECT : Zellerback ADDRESS : 13035 Gateway Dr. Suite #119 DATE : December 20, 1991 OCCUPANCY B -2 TYPE OF CONSTRUCTION V N, Spriklered ( Unlimited ) LOCATION ON PROPERTY West end of bldg. BUILDING HEIGHT /# OF STORIES Two stories SQUARE FOOTAGE /FLOOR AREA - a) Building ( #6583 Shell) = 47,260 sq.ft. Add mezz.( #6628 U.P.ST.I.) 9,124 sq.ft. = 56,384 sq.ft. zpt Add this T.I. 2nd floor, 11,470 sq.ft. = 67,854 sq.ft. gross b) Tenant. space 30,546 sq.ft. c) Area of construction 30,546 sq.ft. OCCUPANCY LOAD : 1st floor offices etc. ... 149 Warehouse 9 2nd floor office etc. ... 178 Gross occ. Toad = 336 EXIT REQUIREMENTS : Proposed exits per areas and total space are OK DETAIL REQUIREMENTS - a) Occupancy OK b) Type of construction OK c) Part V, Chapter 23 U.B.CWaiting d) W.S.E.C. OK e) Barrier Free OK NOTE : PREPARED BY : KEN NELSEN COMPLETED : December 20, 1991 BUILDING PLAN REVIEW PLAN CHECK NUMBER : 91 -519 PROJECT : Option Care ADDRESS : 13035 Gateway Dr. DATE : January 21, 1992 OCCUPANCY B -2, Office / Warehouse TYPE OF CONSTRUCTION V N, Spriklered (Unlimited) LOCATION ON PROPERTY middle tenant space BUILDING HEIGHT /# OF STORIES Two SQUARE FOOTAGE /FLOOR AREA - a) Building .. (w/ this permit) 70,549 sq.ft. (ref. #6583, #6628, #6913) b) Tenant space 11800 sq.ft. c) Area of construction 11800 sq.ft. OCCUPANCY LOAD : 1st floor office ect52 Warehouse 3 2nd floor office ect.... 34 --- Gross Occ. Load = 98 EXIT REQUIREMENTS : Proposed exits OK (Smoke detected corridor serves 78 occupants) DETAIL REQUIREMENTS - a) Occupancy OK b) Type of construction OK c) Part V, Chapter 23 U.B.C. ... waiting d) W.S.E.C. OK e) Barrier Free OK NOTE : PREPARED BY : KEN NELSEN COMPLETED : January 21, 1992 - ti3Mc(Z Nl : -A 9' t4 • A.A.R. TESTING LABfi ;ATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 DWBE CERTIFIED (206) 881 -5812 FAX (206) 881 -5441 7126 180th Ave. N.E. Park 180 Suite C101 REDMOND, WA 98052 April 8, 1992 File: 91 -539C Tukwila Building Department 6300 Southcenter Blvd Tukwila, WA 98188 Project : meatueway+ ,0 t sanr`Care' "T ..I . Address: 13035 Interurban Ave S This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Reinforced Concrete 2. Welding 3. Bolting All work inspected conformed to Tukwila Building Department approved plans, specifications, Directors Rule, UBC and related codes and /or verbal or written instructions form the Engineer of Record. Our last report is dated March 16, 1992, number 4866. Sincerely, A.A.R. TESTING LABORATORY, INC Frank Foster Field Supervisor --1WeLOAideirW_■!e- cc: Richard Hudson David Kehle SGA Bedford Properties i\t APR 0 9 1992 CITY OF DEPT. A PLANNIN CONSTRUCTION INSPECTION AND MATERIAL TESTING c @ 1 Mahan&DeSalvo CONSULTING ENGINEERS 1200 - 5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 February 14, 1992 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 92 -T -01 (Option Care Mezzanine) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Enclosed are drawings, calculations and soils report for your use. Sincerely, Cry tai Kolke CLK:2 cc: David Kehle 12878 Interurban Avenue South Seattle, WA 98168 CITY OF TUKWILA FEB 18 1992 PERMIT CENTER I 1 Mahan &DeSaavo CONSULTING ENGINEERS 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 February 3, 1992 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 92 -T -01 (Option Care Mezzanin FAX (206) 624.8151 (206) 6248150 1 IMEK-,11\v/N[lii / _FCC 0 4 ?992 erry F�(..��Pdll ►!'�-t's DEPT. Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Submit the soils report by Dames & Moore for our review. 2. In the Structural Notes, provide information on the expansion anchors and call out the manufacturer. 3. Provide calculations that evaluate the adequacy of TS columns. Clarify existing roof loads and consider them with new floor loads. 4. How are chord forces being resolved along grid A.2 for forces in the E -W direction? 5. When considering uplift effects caused by seismic forces, dead loads must be reduced by 0.85 per Section 2312(h). 6. Section K -3; the connection of the new mezzanine floor to the existing concrete wall does not appear adequate per Section 2310. Provide calculations to verify. Also, clarify how many spans, perpendicular from the wall, that the ST18 straps are provided. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Cry tal Kolke CLK: 1 cc: David Kehle 12878 Interurban Avenue South Seattle, WA 98168 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor January 21, 1992 Mahan & DeSalvo, Inc. Consulting Engineers 1200 Fifth Avenue, Suite 1910 Seattle, WA 98101 Regarding: 92 -T -01: Option Care (.91 -519) Please do structural review per U.B.C., 1988 Edition. Sincerely, Shellie L. Bates Permit Technician ►. Phone: (206) 433.1800 • Clry Hall Fax (206) 433.1833 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433-1851 RECEIVED CITY OF TUKWILA JAN 1 6 1992 PERMIT CENTER * *REVISION SUBMITTAL ** DATE 1.11,-1z- • PROJECT NAME f • a ADDRESS 1 *2- IE�►h`1� 6 '1 CONTACT PERSON 5/ 10 t/t I Le PHONE 443"311 ARCHITECT OR ENGINEER 4) PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER • 1 L Fj 11 TYPE OF REVISION: aCr44 r)ra" 662"tal t012% r iL =III+ 0 SHEET NUMBER(S) b \•I L) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: F? i Of`J Pro L-1P-4 david kehle architect January 14, 1992 City aF Tukwila Building Department 6200 Southcenter Blvd, Tukwila, WA 98188 ATTN: Mr. Ken Nelson RE: Option Care Plan Check #91-519 RECEIVED CITY OF TI JAN 1 4 1992 PERMIT CENTER Dear Ken, The Following is our response to your plan check correction letter dated January 10, 1992. 1) Revised energy code compliance calculations have been resubmitted on January 10, 1992. 2) Our occupancy calculation indicate the total occupancy For this Tenant is 91.8. We came to this total as Follows: 1st Floor Rooms 12,23,24 & 25 have manuFacturing activities thereFore their occupancies are: 1,014.2 s.F. 4. 200 5.1 Rooms 26 & 28 are warehouses calculated at: 1,593.2 s.F. 50011" 3.2 The restrooms and stairs are excluded From the occupancy calculations. The remaining area is oFFice Figured at: 5,879.5 s.F. 4- 100 58.8 Subtotal 67.1 2nd Floor Exclude stair #13 & restrooms The remaining area is oFFice calculated at: 2,465.5 s.F. + 100 24.7 Since the occupancy is less than 100, smoke detection in lieu oF one-hour construction per the exception in UBC sec. 3305 (g) #5. (206)433-8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, WASHINGTON 98168 January 14, 1992 Re: Option Care/Plan Check #91-519 Page 2 3) Rooms 42 and 43 were incorrectly identiFied as assembly areas. The are intended to be oFFice spaces, therefore their occupancies are actually: 639.4 s.F. 4 100 Thls occupancy requires only one exit door. '1) Rooms 42 and 43 were incorrectly labeled. They should have been labeled as oFFices. See revised plan. By excluding stair #13 and the restrooms the occupancy For the 2nd Floor is 24.7, thereFore barrier Free access is not required. 5) See revised sheet A-1 For barrier Free compliance. l=46TiiiqeethanIS:759#ii:OtAt7vitlyx base See ee t -1. "'''6'01ed:getfom-so neaul Please call iF you have any questions. Sincerely, Alan Bylsma AB/ct . CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 RECEIVED CITJ OF TI lKWILA JAN 1 4 1992 PERMIT CENTER * *REVISION SUBMITTAL ** DATE 1//i4," PROJECT NAME 0/04.1 n C-A.v'e ADDRESS 1303 A•1- a. C) r t 04 CONTACT PERSON ARCHITECT OR ENGINEER Gov! -t•Q� . '�`) 131 PHONE 43 3 --gg97 PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER 4,1 -- TYPE OF REVISION: : 4d • -G 9 oovr% 5. SHEET NUMBER(S) �. A t x0.#4 1/1,4/q7..- • "Cloud" or highlight all areas of revisions and date revisions.• SUBMITTED TO: IP4 Lik david kehle architect January 10, 1992 City oF Tukwila Building Department 6200 Southcenter Blvd. Tukwila, Washington 98188 Re: Energy Code Compliance Calculations For: Option Care Dear Sir, The Following are energy calculations per Chapter 5, Component Performance Approach, oF the Washington State Energy Code, 1991. In designing this space, the design parameters oF climatic Zone 1, indoor design temperature shall be 70 deg. F. For heating and 78 deg. F. For cooling with indoor design relative humidity For heating shall not exceed 30 percent were used. Outdoor design temperatures shall be 24 deg. F. in winter and in summer, 83 deg. F. dry bulb, 67 deg. F. wet bulb. Requirements For ventilation shall comply with the Washington State ventilation and indoor air quality code (WAC 51-13). The building insulation shall maintain substantial contact to unexposed surFaces oF ceilings and walls and need not have a Flame-spread rating or smoke density Cpg. 27, 502.1.4.2. exception 2). Moisture control shall apply to walls but not ceilings as per 502.1.6.4. Assumed is the ground cover and perimeter slab insulation are in place at oFFice only. As per section 502.3.3, alternative wall allowance for other than group R occupancies: The allowable Uo average maybe increased to the table 5-2 BUILDINGS OVER THREE CONDITIONED STORIES and an additional 0.05 by utilizing both of the Following: 1) Mechanical supply oF outside area and mechanical exhaust shall be automatically shut oEE For at least 8 hours during non-occupany hours; 2) Primary source of heating shall be gas with a minimum 85% combustion eFFiciency. RECEIVED r.ITY OF TUKWILA (206)433-8997 0 12878 INTERURBAN AVENUE SOUTH 0 SEATTLE, w4ANATt4992168 PERMIT CENTEFi c City of Tukwila January 10, 1992 Page 2 All exterior window and door Frames and wall panels have been caulked and all doors will be weatherstr.ipped. Lighting power budget For oFFice is 1.7 watts per square Footing with individual switching of rooms 400 s.F. or less and dual level switching For areas over L100 s.F. Building areas greater than 200 s.F. or within 12' to an outside window shall also have dual level switching. As calculations show, the building will be in compliance with the State Energy Code. David Kehle DK /ct Enclosure: Calculations ¢5Z4 tOSREGISTEREt 1'ee r, • DA ID E. KEHLE STATE OF. W ASHINGIU. RECEIVED CCTV OF TUKWILA JAN 10 1992 �' EMIT CENTER Energy Code Calculations * Wall Type I * Wall Type II * Wall Type III * Wall Type IV Ceiling Permeter Slab Permeter Slab (Not counting (Interior & Demising Walls)- - 4,101 s.F. (Conc. Tilt-up Panel) 776 s.F. (Windows) 894 s.F. (SoFFit) 392 s.F. 7,813 s.F. (insulated) 98 1.F. (uninsulated) 184 l,F, common walls w/adjacent heated tenant) Total= 14,258 s.F. Interior Wall (Sustem I)(Metal Studs) Inside Air Film 0.68 5/8" Gyp. Bd. 0.58 Batt Insulation 11.00 DeFault 6.60 (per 502.1.1.) Air Vapor Barrier 0.00 5/8" Gyp. Bd 0.58 Inside Air Film 0.68 = 9.12 = 0.110 R Uwi Exterior Wall (System II) Outside Air Film Conc. 6-1/2" (0.08/in) Batt Insulation 5/8" Gyp. Bd. Inside Air Film O .17 O .52 11.00 DeFault R=6.60 (per 502.1,1.) O .58 O .68 R = 8.55 Uwi = 0.117 Windows (Sustem III) 1" Insulated Uwinter 0.49 Default U=0.90 Usummer 0.58 Ceilinc_austem Inside Air Film 0.68 Ceiling Tile 2.13 Batt Insulation 11.00 Inside Air Film 0.68 R = 14.49 U = 0.069 Permeter Slab Insulation w/thermal break U = 0.54 Uninsulated Permeter Slab (DeFault) U = 0.73 RECEIVED CITYOFTUKWILA JAN 1 0 1992 PERNtrr CENTER SoFFit System IV Outside Air Film 1" Strucco Batt Insulation w/ metal stud Inside Air Film O .17 O .20 11.00 DeFault R=6.60 O .68 R = 7.65 U = 0.131 Uo=(4101x.110)+ (776x.117)+(894x.90)+(392x.131)(7 813x.069)+(2714x.069)+C98x.5(.1)+C18(±x.73) 14,258 Uo = 451.11 + 90.79 + 801.60 + 51.35 + 539.10 + 52.92 + 134.32 14,258 Uo= 2 124.19 14,258 Uo = .149 (R = 6.71) U allow= (.35 x 6.„163) + (.035 x 7 813) + (0.56 x 282) 14,258 2.„157.05 + 273.45 + 157.92 = 2,588.42 14,258 14,258 0,181 (R = 5.52) Uo = 0.149 is less than 0.181 = Uallow there For the components oF the structure excess the minimum standards set Forth in the Washington State Energy Code. RECEIVED CITY nF RIK witA JAN I 0 1002 PEHIVIir CENTER CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -1851 * *REVISION SUBMITTAL ** DATE % /0 PROJECT NAME ADDRESS 13a3-5 ea e ua.6 riw %CU/ L ' .9a w/Q CONTACT PERSON /1V/(/ ( £ifl 1, ARCHITECT OR ENGINEER PERMIT NUMBER PLAN CHECK NUMBER (If previously issued) TYPE OF REVISION: V CL Eby 6t/U- (.14(9 SHEET NUMBER(S)• • ..Cloud" or highlight all areas of revisions and tg ` ions. o SUBMITTED TO :P .4-04 ��4� • City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor January 10, 1992 David Kehle Dave Kehle Architect 12878 Interurban Ave. Seattle, Wa 98168 RE: Option Care T.I. Plan check number 91 -519 Dear Mx. Kehle: After an initial review of subject project, it has been determined that additional information and /or corrections to plans be submitted to complete the plan review. Please address the following comments. 1. Revise the energy code compliance calculation to reflect the current "91" W.S.E.C.. Revise any drawing details effected by calculation changes. 2. The total occupancy load utilizing the main floor smoke detected exit system is greater then 100 and will NOT allow the exception in UBC Sec.3305(g) #5. 3. The second floor conference and lunch rooms in the combined configuration has an occupancy load of 64. The two proposed exits are required to be 1/2 the diagonal of this space per UBC Sec.3303(c). 4. Access has NOT been provided to the second floor as required by Washington State Barrier Free Code Sec. 003. 5. Provide additional details to show barrier free requirements of the restrooms are met. 6. Clarify on the Room Finish Schedule and submitted drawing details the rest room floor covering material and their coved application per UBC Sec.510(b). Phone: (206) 433.1800 • City Hall Fax (206) 433.1833 Page 2 To confirm you have received these comments by contacting this office and /or submit revisions within ten working days. Fill free to call me if there are any questions, 8 :30 a.m. to 4:30 p.m. at 431-3670. Sincerely, Ken Nelsen Plans Examiner RICItARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 JOB SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE ..... �� . (Zuc_1, . ...... IS _ .... ..._ ..._... ____ _.. ...., _ ut..,G. . . ________ JAN22192 ....& .. 7T..o ______ ___ . R12 AHAN _L. ..DES 0._ ... L-Vi . i O f t t 1 i f a _ 1 1. Q E 1 1 NC„ .. -0T-. et cat ....L.) 1-?z ... _..... _ ._.. .... ..........._.. f .t .. .. ► . 1.4. I.G __ B..6-M. _ - - -.. __ - - -._ ----- ._..__ ._--_- —'– -• - -- - - -- - - -- 4 ITY OF UK ! UK • _m _.__...._.w.....- -... Q e r •off ..__... 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IN • 2 ......- m r T .1-.- 4. - - _5_ „ •-. _ , _ la.-T--CI1 - — . M ... T c .1% _ _ 1 . .4. _ _ . -- ELI Tat.- A g- • ! r,I._ 1 .. , ... -..--•. ___ _Lc. - - ____ . . , - . di . - _ _ ' ' ,.-el .. ...._ A L -- -- _ _ - _InA____ - _ _. -- . • - .- -- _ _ - iJa__ 0 rt.r.. -- __ . - . 1 Liruel ettF Oglityz$ +) _ ssr Ifbc.-r 1(34 , _ ,e . ____ _ ::-- 1. te) c- . THPT __I) WW1_ .1141.... _Lb._ —I - it .. . - ___ 6___. ---. i ----- I, ..... s oo *. \ T11.1 S6Z. FEB TE@EIVE 1 2 1992 MAHAN & DESALVO, INC. D. • :fig;•; :. REPORT OF SOILS INVESTIGATION • PROPOSED FREIGHT TERMINAL TUKWILA, WASHINGTON FOR LOS ANGELES- SEATTLE MOTOR EXPRESS, INC. 04697- 004 -005 MARCH 27, 1968 .��Y�,'y'tt��:�t`�tiJk'�'��1 %�.t= �`i Li�Y, ��, .ln ;.�;;, ;:ikf�:'�!':•. u. RECEIVED CITY OF TUKWILA ' R 1992 PERMIT CENTER March 19, 1985 Kaiser Development Company 300 Lakeside Drive Oakland, California 94643 Attention: Mr. Gerald L. Kirkpatrick Division Engineering Manager Gentlemen: We transmit herewith our "Report of Geotechnical Investigation, Proposed 37 -Acre Development, Tukwila, Washington," for the Kaiser Development Company. The planned scope of our services for this project was outlined in our proposal of January 16, 1985 and proposal addendum of January 24, 1985. The investigation was authorized by your Professional Services Contract No. BPN -8506 dated January 30, 1985. Prior to the investigation an assessment of potential site develop- ment feasibility was provided in our January 10, 1985 letter. Prelim - inary verbal recommenations have been provided to Mr. Kirkpatrick and Mr. Lynn Takeuchi of MacKenzie /Saito Engineering, Inc. during the course of our investigation. These are confirmed and expanded in this report. We appreciate the opportunity to conduct this investigation and look forward to assisting you during subsequent phases of the project. We are available to provide further consultation or to answer any questions regarding the information and recommendations presented in this report. Yours very truly, DAMES & MOORE JL:JBH:emw 5 copies submitted cc: MacKenzie /Saito Engineering, Inc. Attention: Mr. Lynn Takeuchi (2) Joseph Lamon , Jr. Senior Partner [ARIA SCIENCES MAIN E S 8 'VI O G R E CONSULTING ENGINEERS IN INC APPLIED EARTH SCIENCES A•LA \TA CHIC ADO MaNDLVLU MJJSTON LOS ANGC.CS OCNVLR NC.N',OR,A FCA.LAND SA.' L••C COT,' SAN [R•ACISCO SCA••LC WAy,INaT01., D C 4A :R:D .IRAN SL'n' .0 -.• •.CV. SR. NSw■Cr 1800 WESTLAIIE AVENUE NORTH • SEATTLE,WASHINGTON 98109 • (2061 284.8160 PARTNER: JOSEPH LAMONT,JR. ASSOCIATE: DONALD E. NELSON • ROGER A.LOWE March 27, 1968 Los Angeles- Seattle Motor Express, Inc. 3200 Sixth Avenue South Seattle, Washington 98104 Attention: Mr. W. W. Churchill Gentlemen: We submit herewith three copies of our "Report of Soils Investi- gation, Proposed Freight Terminal, Tukwila, Washington," for Los Angeles - Seattle Motor Express, Xnc. The scope of our work was originally planned in discussions with Mr. W. W. Churchill, and our proposal was submitted on June 29, 1967. It was intended that the feasibility of supporting the planned structures using shallow spread footings be established by visual examination of the samples and testing and engineering analyses for establishing design criteria. be deferred until purchase of the property could be negotiated. We concluded that it was feasible to use spread footings and summarized . our work and conclusions in a progress report dated July 21, 1967. The purposes of this investigation, planned in discussions with Mr. W. W. Churchill and Mr. J. Y. Long, your engineer, are to develop final recommendations for site preparation and criteria for foundation design. Our proposal, dated February 8, 1968, was authorized on February 20, 1968. We appreciate the opportunity of serving you on this project. If you have any questions concerning our findings or recommendations, please call us. RAL- PRW:jm Yours very truly, DAMES & MOORE By Ro A. Lowe CABLC ADDRESSIDAMCMORE REPORT OF SOILS INVESTIGATION PROPOSED FREIGHT TERMINAL TUKWILA, WASHINGTON for LOS ANGELES - SEATTLE MOTOR EXPRESS, INC. INTRODUCTION This report presents the results of our soils investigation for the proposed freight terminal in Tukwila, Washington, for Los Angeles - Seattle Motor Express, Inc. The site is about 25 acres in size. It is a portion of the former Codiga Estate and is located north of the intersection of Interurban Avenue and 48th Avenue South, as shown on the Plot Plan, Plate 1. The proposed construction consists of a truck terminal approxi- mately 100 by 800 feet in size, a general office building approximately 250 by 200 feet in size, and a shop building roughly 400 by 100 feet in size. The terminal building will be on a dock - height fill about four feet above final site grades. Service pits in the shop will extend about five feet below final site grades. Building loads have not been finally determined; however, your design engineer, J. X. Long & Associates, Inc., indicate that wall loads will be two to three kips per lineal foot in the truck terminal. No load information is available in the other buildings. The site grade in the terminal area will be approximately Elevation 17, about Elevation 15 in the shop area, and has been tentatively set at Elevation 13 in the vicinity of the office building. We performed a preliminary investigation of the site in July, 1967. Based on visual evaluation of the samples and our experience in the area, we concluded that support of the proposed structures with shallow G to M C `a (3 M O O t7 C -2- spread footings was feasible after surcharging to precompress building areas prior to construction. Testing of samples and analysis to develop final recommendations were to be delayed until after purchase of the property was completed. Because of purchasing complications, our final investigation and filling and surcharging could not begin as far in advance of the construc- tion as originally planned. To speed development, filling of the building site was begun in early January, 1968, based on the general recommendations contained in our progress report. We understand that sand fill will be used exclusively. As of March 12, 1968, the surcharge fill has been completed in the office area and was almost complete in the terminal area. Fill placement had not started in the shop area. Settlement plates have been placed in the building areas and are being observed to determine the magnitude and rate of settlement. The purposes of this investigation are to evaluate the subsurface soil conditions and soil properties and to provide final recommendations for site preparation and surcharging and criteria for foundation design. The scope of our work includes: 1) Estimates of building and yard area settlement. 2) Estimates of the required surcharge duration. 3) Recommended foundation design criteria. 4) Recommended pavement thickness requirements. 5) Recommended site preparation and grading requirements and evaluation of potential construction problems. SITE CONDITIONS Prior to the start of construction, the major portion of the site • DAMES C ■10017E -3- was pasture land. A portion in the truck terminal building area was used for truck gardening. There were three or four wood frame houses in the northeast section which have now been removed. The site is adjacent to the Duwamish River and is in a narrow section of the river valley. The site is within the river overflow area and has been flooded occasionally in recent years. Dikes have been con- structed by the Corps of Engineers next to the river. The site grade is highest near the river and generally slopes downward toward Interurban Avenue. There is a "ridge" a few feet higher than the adjoining areas near the river at the northeast end of the terminal building location. FIELD EXPLORATION AND LABORATORY TESTING To explore subsurface conditions, we drilled 6 borings and excavated 20 test pits at the locations shown on the Plot Plan, Plate 1. The borings were drilled to depths of 45 to 96 feet, and the test pits were excavated to depths of 9 to 13 feet below the existing ground surface. The borings and Test Pits 1 through 12 were made in July, 1967, and Test Pits 13 through 20 were excavated recently to obtain fresh samples for testing and to consider revisions in building locations. Selected samples were tested in our laboratory to evaluate soil properties. A detailed descrip- tion of the field explorations and laboratory testing, the log of Test Pits 13 through 20, and the test results are presented in the Appendix. The log of the borings and Test Pits 1 to 12 were presented in our progress report. Subsurface conditions near the surface vary significantly across the terminal building site. At the "ridge" near the northeast end of the terminal building location, Test Pits 12' and 17 encountered sand at the DAMES r. r%OORE -4- surface. Elsewhere, the sand is covered with „clayey and sandy silt, a foot or so thick near the "ridge” area increasing to about eight feet thick northeast and southwest of the "ridge." In the shop area, the shallow subsurface conditions are fairly uniform. There is four to six feet of silt underlain by sand. In the office building area, there is three to six feet of silt with organic matter underlain by two to six feet of organic silt containing pockets and lenses of peat which in turn is underlain by sand. In general, the silty soils are relatively dry and firm at the surface. They become moist below the surface and softer and would be soft when wet. The compressibility of the silty soil varies, being moderately compressible in most areas and highly compressible where there is a high content of organic material, such as was found in Test Pits 1 and 2 in the office building area. The sand formation extends to depths of 50 to 70 feet. It is moderately loose to moderately dense and includes some layers of silty sand. This formation varies from slightly to moderately compressible. The sand is underlain by moderately compressible silty and clayey sediments, except in 1 boring where bedrock was encountered at a depth of 41 feet. Borings 1, 5, and 6 encountered bedrock at depths varying from 41 to 90 feet below ground surface. The remaining borings were terminated in dense marine sediments. Water level observations were made during our exploration in July, 1967, and our exploration in February, 1968. In July, the water level was observed at approximately Elevation 3 or lower. During the recent field investigation, the water level was observed as high as Dl1MFS C Moone -5- Elevation 7. This indicates a seasonal fluctuation in the ground water level of at least four feet. The elevation datum used in this report is that shown on the plan by Horton Dennis & Associates, surveyors. It appears to be equal to Mean Sea Level Datum, but this has not been confirmed by the surveyors. CONCLUSIONS AND RECOMMENDATIONS BUILDING SUPPORT General: Based on the results of our investigation and analyses, we recommend that the proposed structures be supported on shallow spread footings. The footings should be designed for an allowable soil bearing pressure of 1,500 pounds per square foot. This value applies to the total of all loads, including dead, live and seismic. It is a net pressure; the weight of the footings and backfill may be neglected. All footings should be founded 18 inches below the lowest adjacent grade and be a minimum of 14 inches in width. Shop: In the shop area, fill will be placed to about Elevation 15. The base of spread footings will be at or slightly above the natural soil. Assuming wall loads of 2,000 pounds per lineal foot and a bearing pressure of 1,500 pounds per square foot, we calculate settlement of 1 to 2 inches. Footing excavation will come close to the natural soil, which is subject to capillary rise of water and to pumping or partial liquefaction if disturbed. We recommend that the footing excavations be inspected and any soft or disturbed fill or natural soil be replaced with properly compacted fill. Where soft soil or fill is found, it should be excavated to a depth of at least two feet below footing grade and to a distance of two feet outside the edge of the footing. The excavation should be r:n►.1ES C MOOR' -6- backfilled with clean, granular, coarse sand or gravel that will compact readily under wet conditions. The backfill should be compacted to at least 95 percent of the maximum density determined by the Modified A.A.S.H.O. Compaction Test Procedure (Test Designation T -180). We recommend that the first lift of backfill be at least 18 inches thick. The thickness of the first lift should be adjusted based on behavior of the soils during construction. Some water will probably be encountered during excavation, but it should be possible to dewater excavations satisfactorily with sump pumps. The service pits in the shop area are expected to extend to about Elevation 10. The upper portion of these pits will be in sand fill, and the lower portion will be in the natural silty soils. The sand fill is expected to slump to a slope of about 1 to 1 during excavation, while the natural soil will stand in a nearly vertical cut. No permanent ground water is expected based on the water levels found in our test pits. However, the area is subject to flooding; and ground water levels would occasionally be essentially at the fill surface, which will result in uplift pressures on the service pits. We recommend that a concrete flange be added at the lower edge of each pit so that the dead weight of backfill over the flange is sufficient to resist uplift. The submerged weight of backfill may be assumed to be 60 pounds per cubic foot. Alternatively, a section of floor could be reinforced and cast integral with the pit to obtain dead weight sufficient to resist uplift. Terminal Building: The greatest variation in bearing conditions will be encountered in the truck terminal. In the ridge near the east end, footings will rest on natural sandy material, while on the west end, footings will be underlain by as much as eight feet of moderately DAMES C MGOi2C -7- compressible silt. Except near the ridge, the exterior footings will either be underlain by two or more feet of sand fill or will bottom on natural sand. There will be a transition area near the ridge where footings are underlain by silt. The limits of the transition areas should be set by a soil engineer at the time footing excavations are made. In the transition area, the fill and natural soil should be excavated and back - filled as recommended for any soft soil or fill found in the shop building footing excavations. The anticipated settlement of exterior footings constructed as recommended and with a minimum of two feet of compacted sand fill or natural sand beneath them is expected to range from zero at the ridge, varying to approximately one -half inch on the west end of the building. Office Building: In the office building area, both exterior and interior footings will bottom in the sand fill. The original grade varies from about +9.5 to +10.5. With assumed settlement of 6 inches, yard grade in the office area of Elevation 13, and footing depth of 18 inches, there should be 111 feet or more of fill beneath the footings. We understand that you must proceed with construction without delay for surcharging to minimize possible settlement damage. No analysis of settlement or surcharge requirements has been made, since we understand that you must proceed with construction without delay for surcharge. We believe that there is a risk of plaster cracking or sticking of doors due to differential settlement but not of major settlement damage. SITE FILL Because of the variation in thickness of the upper silt, settlement of the fill will vary from one location to another. Using average conditions PRIMES C MOORS -8- in the west portion of the truck terminal building, we anticipate that five to seven inches of settlement will occur under the surcharge load. In the east portion, less than one inch of settlement is anticipated. In the shop area, three to five inches of settlement is anticipated under the full surcharge load. In the yard areas where subbase fill thickness exceeds one foot, we recommend leaving the organic topsoil in place. The root system tends to strengthen the upper crust and provide a working surface for construction equipment. Where the ground surface elevation is less than about two feet below design grade, stripping to allow at least one foot of fill for pavement support is recommended. All new fill material should be approved by the soil engineer prior to placement and should be placed in six -inch thick lifts and compacted to 95 percent of the maximum density determined by the Modified A.A.S.H.O. procedure. RETAINING WALL DESIGN The foundation walls in the terminal building will retain about four feet of granular fill. We recommend that these walls be designed to resist a lateral soil pressure equivalent to a hydrostatic pressure of 30 pounds per cubic foot and an additional pressure of 1/3 of the anticipated floor pressure of stored goods. PAVEMENT REQUIREMENTS Our analyses of pavement thickness requirements are based upon the maximum highway loading of 18 kips per axle. We recommend at least one foot of compacted sand fill, seven inches of crushed rock base course, and OAMcS a MOORS f -9- three inches of asphaltic concrete paving. As an alternative, four inches of asphaltic concrete base could be substituted for the gravel base. Gravel base course should conform to the requirements for Class A gravel base as described in the Washington Highway Department Standard Specifications, Section 22. The upper 6 inches of fill should be compacted to a density of 95 percent of the maximum determined by the Modified A.A.S.H.O. compaction procedure, and then the base should be placed and similarly compacted. In our analysis, we estimated a CBR value of 10 for the sand fill. The fill and pavement thicknesses recommended are not very conservative for the subgrade soils on this site. Some failure and repair of pavements should be expected where the fill thickness is a minimum. The alternative would be to increase pavement thickness or strip more of the silty subgrade soil, which appears to be much more costly than the risk of having some failures that will require repair. SURCHARGE DURATION Ten settlement observation plates have been placed in the building areas in the locations shown on the Plot Plan, Plate 1. Readings are being taken periodically to determine the rate of settlement. When the rate of settlement has slowed sufficiently, the surcharge fill may be removed and building construction can begin. The settlement data obtained through March 18, 1968, indicate that fill settlement is proceeding rapidly. Our test results and the settlement data indicate that a surcharge duration of on the order of one or two months will be required. This is a shorter duration than estimated Onhltir e {1tfFelR1C -10- in our progress report of July 21, 1967. The actual duration required should be determined based on observation data. Respectfully submitted, DAMES & MOORE By 0 March 27, 1968 Rog? A. Lowe DAMES a2 MOORE Los Angeles- Seattle Motor Repress, Inc. 3200 Sixth Avenue South Seattle, Wcshingtoa 98104 Attentions lir. W. W. Churchill Gent lee= t 4697 - 003-05 Los Angeles- Seattle Motor Repress SA, LA, GO, MPC July 21, 1967 Progress Report Site and Foundation Investigation Proposed Freight Terminal 48th South and Interurban Avenue This report briefly summarises the results of our field investigation and our conclusions regardine foundation support for the single -story office building, freight terminal, and shop proposed for coustructiom ou your site in Tukwila. Our field explorations consisted •t nix borings soda with churn drill equipment to depths of 45 to 96 fast, and 12 test pits dug with a tractor.. mounted backhoe to depths of 9 to 12 feet below the ground surface. The soils encountered in our explorations consisted of four to nine feat of silty, clayey, and organic soils with occasional layers at peat. At the surface, these soils are relatively dry and firm. They are moist belov the surface and softer, and would be soft when wet. These soils are underlain by moderately defuse sand and silty sand containing saws organic material. The and and silty sand extetded to depths of 50 to 70 feet, and aro underlain by moderately compreesible silty and clayey sediments, incept in one boring where bedrock was encountered at • depth of 4S feet. Sassed on the soil conditions encountered in our exploration and our experience on similar sites, we believe that satisfactory foaudatioo support for the planned buildings can be obtained without the use of piles. The soils, particularly the upper silty and clayey materials, would compress under your planned fill and building loads. A surcharge or "preloading" program is recommended to caress the soils before building so that future settlements and differential settlements experienced by the planned construction will be within acceptable limits. The duration of the surcharge program can be minimised if relatively flexible construction, such as a Sutler -type steel - buildinS, is used, or if tilt -up comcrote pawl construction with structural details that will allow some flexibility is used. Strong rigid coonstructioo ' Los Angeles-Seattle Motor Exprasseluc. July 21, 1967 Page 4. using tilt -op ccmcrete panols or cast-in-place concrete construction desii;rid to partially bridge soft arose would also be satisfactory. Brittle masonry - type construction is not recommended. Alternatively, satisfactory support could be obtained with drive piling, or by replacing the upper silty, clayey, send organic soils with properly ccupactnd fill. These alternatives are more costly and aoy not significantly improve settlement behavior compared to a surcharge progrsn. A surchssge toad should be *quill to or graster than the Wight of fill, so xi.rscsa worohouse storage loads, and building loads combined. Our overtones on similar sites is that throe or four month's time is required to suitably compress the soils. iioaover, ewe recommend that settlement markers be used to indicate when s suificisut portion of the sattleaent has occurrtd. It appears that imported fill will be necessary to provide adequate support for surfacing and to raise site grades. This material could be used to construct the surcharge end then Later reused as serial fill to minimise costs. As eutli.r.d in our proposal to you of Juus 29, 1967, tasting of sampler obtained from the twit borings and the analysis to provide final recommendations will be performed after your decision oo the acceptability of the site. If the site is acceptable for your purposes, please advise us so that me wry finalise the scope and cost estimate for our work. We aspect that a portion of our work should include discussions with your architect or design sogiacer so that our recommendations are coordinstod with your requiroaeuts. questions. Pleas* call us ti you desire additional consultation er bcvo any The following plates are attached and conclude this reports Plata 1 Plata 2 Plata 3 Plate 4 Plata 5 Platte 6 Piste 7 Plata 8 Piste 9 RAL IDE'D t fw 3 Cepiu linhaitt+ d Plot Plain Log of Boric 1 Log of kriag 2 Log of Loring 3 Log of Boring 4 Log of borings s end 6 Log of Test Pits 1 through Log of Test Pits 7 through 12 Classilicatiou Chart Yours vary truly, DAMES ig WORE si &03er A. Lowe And Donald Z. Ralson A -1 APPENDIX FIELD EXPLORATIONS AND LABORATORY TESTS FIELD EXPLORATIONS The field explorations were performed in two phases. The first consisted of drilling 6 borings with truck - mounted, cable -tool drilling equipment and by excavating Test Pits 1 through 12 with tractor- mounted backhoe equipment. The results of this exploration were used for the recommendations presented in our progress report of July 21, 1967. The samples were not used for laboratory tests. Purchasing of the property was delayed, and the samples deteriorated. The second phase consisted of excavating an additional eight test pits to consider revised building locations and to obtain fresh samples. The borings were 45 to 96 feet in depth, while the test pits ranged from 9 to 13 feet in depth. The boring and test pit locations are shown on the Plot Plan, Plate 1. The field explorations were continuously observed by one of our soils engineers who examined and classified the soils encountered, selected intervals for obtaining representative samples, and kept a log of the borings and test pits. The log of the borings and the first 12 test pits were presented in the progress report. The log of Test Pits 13 to 20 is presented on Plate A -1. The soils were classified in accordance with the Unified Soil Classification System which is described on Plate A -2. Undisturbed samples were obtained from the test pits using a sampler of the type illustrated on page A -3. The sampler was driven by a hand - operated hammer weighing 40 pounds. i test pits. Water level observations are shown on the log of borings and DAMES C MOORE A -2 Direct shear tests were performed to evaluate the strength of the shallow subsurface soils. The tests were performed at a continuous rate of shearing deflection with the equipment and procedures described on page A -4. The results of the direct shear tests are presented in tabular form on Plate A -3. Three consolidation tests were performed on samples of the more compressible shallow soils to provide data for estimating settlements. The test procedure is described on page A -5. The results of the consolida- tion tests are presented on Plate A -4. Moisture and density determinations were made in conjunction with each of the tests and on additional samples for correlation with the samples tested. The results of the moisture and density determinations are presented adjacent to the appropriate sample notations to the left of the log of the test pits on Plate A -1. OQM166 Q MOORC DRIVING OR PUSHING MECHANISM COUPLING WATER OUTLETS NOTCHES FOR ENGAGING FISHING TOOL A -3 NEOPRENE GASKET CHECK VALVES HEAD NOTE, "HEAD EXTENSION. CAN BE INTRODUCED BETWEEN "HEAD. AND •SPLIT BARREL" SPLIT BARREL. ITO FACILITATE REMOVAL OF CORE SAMPLE) BIT 1117.9 (6 -61) VALVE CAGE SPACE TO RECEIVE DISTURBED SOIL CORE•RETAINER RINGS (}1/2" OA BY I•LONG) CORE•RETAINING DEVICE RETAINER RING RETAINER PLATES (INTERCHANGEABLE WITH OTHER TYPES) SOIL SAMPLER TYPE U FOR SOILS DIFFICULT TO RETAIN IN SAMPLER U. S. PATENT NO. 2,318,062 ALTERNATE ATTACHMENTS SPLIT BARREL, LOCKING RING SPLIT F ERRULE THIN•WALLED SAMPLING TUBE (INTERCHANGEABLE LENGTHS) • CORE.RETAINING DEVICE DAMES 8 MOO E a A -4 METHOD OF PERFORMING DIRECT SHEAR AND FRICTION TESTS DIRECT SHEAR TESTS ARE PERFORMED TO DETERMINE THE SHEARING STRENGTHS OF SOILS. FRICTION TESTS ARE PERFORMED TO DETERMINE THE FRICTIONAL RE- SISTANCES BETWEEN SOILS AND VARIOUS OTHER MATE- RIALS SUCH AS WOOD, STEEL, OR CONCRETE. THE TESTS ARE PERFORMED IN THE LABORATORY TO SIMULATE ANTICIPATED FIELD CONDITIONS. EACH SAMPLE IS TESTED WITHIN THREE BRASS RINGS, . TWO AND ONE -HALF INCHES IN DIAMETER AND ONE INCH IN LENGTH. UNDISTURBED SAMPLES OF IN -PLACE SOILS ARE TESTED IN RINGS TAKEN FROM THE SAMPLING DEVICE IN WHICH THE SAMPLES WERE OBTAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CON- STRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED, DIRECT SHEAR TESTING & RECORDING APPARATUS DIRECT SHEAR TESTS A THREE -INCH LENGTH OF THE SAMPLE IS TESTED IN DIRECT DOUBLE SHEAR. A CONSTANT PRES- SURE, APPROPRIATE TO THE CONDITIONS OF THE PROBLEM FOR WHICH THE TEST IS BEING PER- FORMED, IS APPLIED NORMAL TO THE ENDS OF THE SAMPLE THROUGH POROUS STONES. A SHEARING FAILURE OF THE SAMPLE IS CAUSED BY MOVING THE CENTER RING IN A DIRECTION PERPENDICULAR TO THE AXIS OF THE SAMPLE. TRANSVERSE MOVEMENT OF THE OUTER RINGS IS PREVENTED. THE SHEARING FAILURE NIAY BE ACCOMPLISHED BY APPLYING TO THE CENTER RING EITHER A CONSTANT RATE OF LOAD, A CONSTANT RATE OF DEFLECTION, OR INCREMENTS OF LOAD 011 DE- FLECTION. IN EACH CASE, THE SHEARING LOAD AND THE DEFLECTIONS IN BOTH THE AXIAL AND TRANSVERSE DIRECTIONS ARE RECORDED AND PLOTTED. THE SHEARING STRENGTH OF THE SOIL IS DETERMINED FROM THE RESULTING LOAD - DEFLECTION CURVES. FRICTION TESTS IN ORDER TO DETERMINE THE FRICTIONAL RESISTANCE BETWEEN SOIL AND THE SURFACES OF VARIOUS MATERIALS, THE CENTER RING OF SOIL IN THE DIRECT SMEAR TEST IS REPLACED BY A DISK OF THE MATERIAL TO BE TESTED. THE TEST IS THEN PERFORMED IN THE SAME MANNER AS THE DIRECT SHEAR TEST BY FORCING THE DISK OF MATERIAL FROM THE SOIL SURFACES. DAMES O MOORS A -5 METHOD OF PERFORMING CONSOLIDATION TESTS CONSOLIDATION TESTS ARE PERFORMED TO EVALUATE THE VOLUME CHANGES OF SOILS SUBJECTED TO INCREASED LOADS. TIME- CONSOLIDATION AND PRESSURE - CONSOLIDATION CURVES MAY BE PLOT- TED FROM THE DATA OBTAINED IN THE TESTS. ENGINEERING ANALYSES BASED ON THESE CURVES PERMIT ESTIMATES TO BE MADE OF THE PROBABLE MAGNITUDE AND RATE OF SETTLEMENT OF THE TESTED SOILS UNDER APPLIED LOADS. EACH SAMPLE IS TESTED WITHIN BRASS RINGS TWO AND ONE - HALF INCHES IN DIAMETER AND ONE INCH IN LENGTH. UNDIS- TURBED SAMPLES OF IN -PLACE SOILS ARE TESTED IN RINGS TAKEN FROM THE SAMPLING DEVICE IN WHICH THE SAMPLES WERE OBTAINED. LOOSE SAMPLES OF SOILS TO BE USED IN CONSTRUCTING EARTH FILLS ARE COMPACTED IN RINGS TO PREDETERMINED CONDITIONS AND TESTED. IN TESTING, THE SAMPLE IS RIGIDLY CONFINED LATERALLY BY THE BRASS RING. AXIAL LOADS ARE TRANSMITTED TO THE ENDS OF THE SAMPLE BY POROUS DISKS. THE DISKS ALLOW DRAINAGE OF THE LOADED SAMPLE. THE AXIAL COMPRESSION OR EXPANSION OF THE SAMPLE IS MEASURED BY A MICROMETER DIAL INDICATOR AT APPROPRIATE TIME INTERVALS AFTER EACH LOAD INCREMENT IS APPLIED, EACH LOAD IS ORDINARILY TWICE THE PRECEDING LOAD. THE IN- CREMENTS ARE SELECTED TO OBTAIN CONSOLIDATION DATA REPRESENTING THE FIELD LOADING CONDITIONS FOR W}IICH THE TEST IS BEING PERFORMED. EACH LOAD INCREMENT IS ALLOWED TO ACT OVER AN INTERVAL OF TIME DEPENDENT ON THE TYPE AND EXTENT OF THE SOIL IN TIIE FIELD. DEAD LOAD- PNEUMATIC CONSOLIDOMETER GAMES ♦Q Pd OOflE 15 — 10 -�I 40.94-19 5 1` -. 0 15 10 5 0 15 10 0 20 15 10 5 0 a 1 26.6'U-84 if 40.73 -'IO 40.9%-81 TEST PIT 13 LLEVA1ICl, 13.3 ML SP 6HCa1. AND GRAY CLAYEY 4IL1 writ, 80015 IN UPPLR PORTION ( MEDIUM SOFT) OCCASIONAL LENSES OF SILTY FINE SAND WATER LEVEL 2 -8-68 DARK GRAY FINE 70 MEDIUM SAh0 IMLDIUU DENS1) TEST 1'11 LJMILETLD 2 -6 -68 TEST PIT 14 ELEVATI0N 13.6 ML SM SP 6ROw1. AND GRAY CLAYEY SIL1 with R0075 (MEDIUM 5011) GRAY :MAY F1NE SAND (MEDIUM LOOSE) "-DARK GRAY FINE 10 MEDIUM SAND MOH OCCASIONAL LENSES OF SILTY FINE SAN. (MEDIUM DENSE) WATER LEVEL 2 -8 -68 TEST F11 COMPLETED 2-8 -68 TEST PIT 15 ELEVATION 13.3 RAY ANC ERCWN CLAYEY SILT WITN R0075 (MEDIUM SOFT) DARK GRAY FIFE TO MEDIUM SAID (MCDIUM OEMSC) GRAY ANU BROWN SILTY F ISE SAND (MEDIUM L00SE) ARK GRAY FINE TO MEDIUM SAND (MEDIUM DENSE) "wA1ER LEVEL 2 -9 -68 TEST PIT COMPLETED 2 -9 -68 TEST PIT 16 ELEVATION 17.0 ML 3..75,-79 ■ • ■ 2 :,7%-76 • S P GRAY ANC REODISH FROWN CLAYEY bill W1711 ROOTS A1.0 OCCASIONAL LENSES 01 SILTY FINE SAND (MEDIUM 5011) ALTERNATING 3" TO 6" LAYERS OF BROWN CLAYEY SANDY SILT AND GRAY SILTY FINE SAND (MEUIUN 50FT AND NM4IJN LOOSE) GRAY FINE SAND (MEDIUM GRADES 10 FINE TO MEDILM (MEDIUM DENSE) �wATER LEVEL 2 -8 -68 TEST P1T COMPLETED 2.840 L00SE) SAND 25 20 15 ■ 33.t % -77 • 20.6 % -7b 10 5 15 10 16.47.-90 15 10 :.7.67. -74 5 0 15 10 37.0 ? -79 5 29.3% -92 • • ■ • Y • TEST PIT 17 ELEVATION :0.5 SP DARK GRAY 111.E TO MEDIUM bAND wITH TRACE OF SILT (1.0USE) M L BNOwh CLAYEY SILT wITM OCCASIONAL LENSES OF SIL11 FINE bAhD (MEDIUM soli) SP GRAY 11 NE SAND (MEDILM DENSE) 1E51 PIT COMPLETED 2-9-66 TEST PIT 18 EIEvATIOh 14.0 BROWN1bn GRAY CLAM) SILT WITH ROOTS (MEDIUM SOFT) 8R0 M.ISH GRAY FINE SA110 (LOOSE) EROw1 AND GRAY 61110 CLAY (MEDIUM SOFT) GRAY FINE BANDY SILT (MEDIUM SOFT) WATER LEVEL 2 -9 -68 GRAY INTERBEDDED FINE SAND AND SILTY FINE SAND (MEDIUM DENSE) TEST PIT COMPLETED 2 -9-68 TEST PIT 19 ELEVATION 12 .9 ML SP BROM. AND GRAY CLAYEY SILT %ITN ROOTS (MEDIUM SOFT) GRAY FIN. bAhD WON (A.CASIONAL LENSES OF si11Y FINE SAND (MEDIUM DENSE) WATER LEVEL 2 -9 -68 060E5 TO FINE 10 MEDIUM SAND TEST PIT COMPLETED 2 -9-68 TEST PIT 20 LIEV.T10N 1:,0 bR0b1 *AV GARY CLAYEY bIll wl In OCCASIONAL ROOTS (MEDIUM sUFT) B*1.1.. SM.,GYRSILT1.(M(01114 SOFT O 11.1. AAMD MEDIUM LOOSE) MAZER LEVEL 2 -9 -68 DARK GRAY FINE 10 MEDIUM SAND WITH LEASES OF 511.11 FINE SAND (MEDIUM DENSE) 7E57 F11 COMPLETED 2-9 -68 LOG OF TEST PITS DAMES 6 M006111E PLATE A- I MAJOR DIVISIONS GRAPH SYMBOL 71,177 /• 4, i REVISIONS M' a- m 1 .U. 4.4• iC i .) W 1- 4 0 >- m YIELD PT. SHEAR STRENGTH LBS. /SQ. FT. 0 Q o o c, o to (V t\ 'p .:l ,f) -- CV.Dr)tncna 11 NORMAL PRESSURE LBS. /SQ. FT O C) O O O U • C OOOOC2(') �7 tfl.tlrv0..0r — -- C. 1 DRY DENSITY LBS. /CU. FT. to t.0 •'t oT ; • r- 71 c- ^ r r r c• C.. MOISTURE CONTENT % OF DRY WEIGHT :1) •r, r• : - -- -• c v J: 41) .:'t t'. '4 (.. (0 ;C' C.11.ii,r cn SOIL TYPE F- 1- ►- . I-- F. •-• 1- .J...1.I.J...l_i...J .') .1 ,.) :A i) n :/) >. .> ,- >. > .. ;,.,WwwW:,Jw a-> >-> • r> 4 4 4 4 5 4 4 JJJ_J.J -JJ 0 )00U JU z 0 H Q W J W (n ,r, to 6-1 t •. :.( r) • • • . • . t c.,v ,t• or: TEST PIT •7 •f If tO C r- w U cc 0 O ct 2 DAMES B 14.4cwonte PLATE A -3 0 .02 .04 06 .08 U Z IC N W 0.12 z z z.14 0 1- a 16 J O N Z L).18 .20 .22 .24 .26 .28 ,cP 1o0 ho0 ►00 hCC LOAD IN LBS. /SO. FT, 000 1000 40°1) 0000 0 1 0 00 43 0 4' CONSOLIDATION TEST DATA dla IRA NI R i MOO Olt ■ •OI► 11UUU14•N10. 111.1 PLATE A -4 1 \ - \ \` \` _ ___w._ —_.._. _._._- TEST FIT 1b, ELEVATION 6.6 I Z ` \_ ` , I TEST FIT 1.1, ELEVATION 10.3 1 `t \` TEST FIT 15, ELIEVATION r 9.4 \ \... I I\ ` , ` • I I1 r ` ,' II • _-I --L- � TEST PIT ELEVATION SOIL TYPE MOISTURE CONTENT DRY DENSITY IN LBS. /CU. FT. BEFORE AFTER 13 15 15 10.3 5.8 9.4 CLAYEI SILT SILTY SAND CLAYEY 510 51.0 40.5 40.7 42.6 36.3 34.8 70 81 70 CONSOLIDATION TEST DATA dla IRA NI R i MOO Olt ■ •OI► 11UUU14•N10. 111.1 PLATE A -4 "t ?!tilt! !!!!Y.' 4 3/4° 2' -0" II I/2"6 LOCATE FANS ABOVE VALANCE AND SPRINKLER HEAD FINISHED CEILING W/ BATT INSULATION 2 SETS OF 2 -TUBE 4'- 0" FLOURESCENT LIGHT FIXTURES I /2." x I 1/2" PARACUBE LENS (CHROME) VALANCE: GYP. BD WRAP-PAINT, (SEE DETAIL / ) FULL HEIGHT MIRROR x WIDTH OF COUNTER PAINTED GYP. BD,- SEMI- GLOSS ENAMEL -PAPER TOWEL DISP, R.O. P.LAM WAINSCOTE STUD PLUMBING WALL (MIN 6 ") W/ BATT INSULATION P.LAM COUNTER TOP AND NOTCHED FACE (COLOR BAND TO BE 1 1/2" x 3/4"-- ALL FACES ON NOTCH ARE TO BE ACCENT COLOR) 0 I N V) TYPICAL SECTION SCALE: 1/2' 1 ' -0" -COVED VINYL BASE (MIN. 6 ") @ RESTROOM SECTION CITY OF TUKWILA APPROVED. *FEB 18 1992 AS NOTED BUILDING DIVISION REC CITY OF TUKWILA DEC 2 6 1991 PERMIT CENTER 1 TYPICAL WOOD JAMB AND STOPPED IN GLAZING 11 TYPICAL TOP OF WALL BRACING DETAIL 1/4" SHIM AT ALL GRID TO WALL CONNECTIONS TYPICAL TOP TRACK PAINTED BLACK TYPICAL CEILING TO GYP, D. NOTCH 1.�1 8'— 6 nnmm nw. AI nnnmml 6 1/4 ". RELITE HEAD 8'— SCALE: I 1/2" = 1 '.--0" SECTION VVLOCPZ FLOOR FINISH SEE FINISH SCHEDULE 6 I /4" LAMINATED OR TEMPERED SAFTEY GLAZING TYPICAL WOOD JAMB /SILL AND W000 STOPS BUILDING PAPER OR VISQUEEN OAK RELITE SILL SCALE; 1 I /z" = 1'.- '1 SECTION 'DTLQSB f TYPICAL STUD WALL GLAZING TAPE STANDARD WOOD STOPS 2'- 09 OR P'R ' AN 1 /4" LAMINATED OR TEMPERED SAFTEY GLAZING NOTE FOR RATED CORRIDORS: I/4" WIRE GLASS IN STEEL GLAZING CLIPS 2'--O" 0/C OAK FRAME RELITE /DOOR SCALE: I I /2" = I'-0" SECTION 3 I /2" MTL STUD 2x WOOD BLOCKING 1 1/2" x OAI< JAMB 5/8" x OAK STOP SMOKE SEAL SOLID CORE WOOD DOOR W/ OAK VENEER 5/8" GYP BD. EACH SIDE (TYPE 'X' RATED @ CORRIDOR) rii;WOOD FRAME DETAIL SCALE: 1 1/2" = I -O SECTION O`CLO443 NOTE: I. USE IN SEISMIC AREA AS REQ' D BY CODE 2. SUPPORTING WIRES TO BE #9 GA. @ 4' -0" 0/C CONNECTED TO BOTTOM CHORD OF TRUSS W/ 1 1/4" EYE .SCREWS. EMBED I" MIN. 3. 8'- 0" TO I6'- 0" A..F.f . INSTALL #I2 GA.VERTICAL WIRE CONNECTED TO MAIN RUNNER & TO STRUCTURE ABOVE. INSTALL A SECTION OF 11/2 x 20 GA. STUDS W /VERTICAL WIRE RUNNING THRU CENTER OF STUDS, STUDS TO RUN FROM TOP OF TEE TO BOTTOM OF STRUCTURE ABOVE. WRAP END OF VERTICAL WIRE AROUND STUDS BOTTOM. FASTEN STUDS TOGETHER W/ SCREWS AT 18" 0/C (SEE DTL / ) CROSS RUNNER �.�- INSTAL.L #I2 GA. WIRE CROSS BRACING IN EA. PLANE OF MAIN RUNNER 51S11 @ 12' -0" O/C @ 45 ANGLE IN BOTH DIRECTIONS W/ THE FIRST POINT WITHIN 6' -0" FROM EA,, WALL MAIN RUNNER BRACING SEISMIC NO SCALE pTL zo1 SCREWS @ 18" 0/C 1 1/2 x 20go. STUDS LOCATE @ 12' x 16' SPACING SEISMIC BRACING G ACOUSTICAL CLG, NO SCALE ,p11.,2_1?) i MTL. PAINTED BLACK FASTENED @ MAX. 6" O.C. SOUND CAULK PRIOR TO ATTACHING GYP. BD. STEEL STUD BRACE @ 8'- U" O.C. TO ROOF PURLIN - ATTACH TO TOP OF WALL AND PURLIN 10'70" BATT INSULATION - R- I 1 - VERIFY W /ENERGY CALCS. TYP. OFFICE WALL FRAMING W /BATT INSULATION 3 I /2" x 25 GA. STEEL STUDS @ 24" 0/C 5/8" GYP. BD. EACH SIDE ®TYPICAL PERIMETER OFFICE TO WAREHOUSE SCALE: I 1/2" = I' -0' SCALE: 11/2" = I' -0" t 22' WIDE. SOUND BATTS EA. SIDE WALL SO ND WALL FOR WALLS GREATER THAN 8' • 0' I N WIDTH WITHOUT AN INTERSECTING WALL, PROVIDE 12ga. WIRES ,. SPLAYED @ 45' TO AN ) I l) EYE SCREW @ ROOF \ ( 1(1( ,AND TOP OF WALL 11111111111111111111111111 111111111111P1r11111111111 BLOCK @ GRID FOAM TAPE @ WALL PAINT EXTERIOR FLAT BLACK CONT. METAL TRIM. i/2" 3/4" 2 1/2" RUBBER BASE @ CARPET 5/8" GYP. BD. (TYPE 'X' @ FIRE RATED WALLS.) ACOUSTICAL BLANKET © SOUND WALL — CAULK GYP. BD. TO FLOOR C ALL SOUND AND INSUL. WALL- SECTION WALLS. 1J SCALE; i I /2" = SECTION 1)`l. \7.16 ( ± 1/2" SPACE GYP.BD. TO GYP. BD. EA, SIDE -ROOF STRU IURE G.L,B. -C DEEP IEG TRACK ATTACH T G.L,B, W/3 - I 5/8" SCREWS @ 0,C, (DEEP LEG IS 2") STUDS 20 GA, 2'-0" O.C. NOT ATTACHED TO TRACK BUT LAPPED UP INSIDE GYP,BD, ATTACHED TO STUD- NOT TO GLB OR TRACK- LAP I I/2" ON GLB. NOTE: I) SOUND INSULATE WALL TO 10' AT OFFICE LOCATIONS 2) FOAM ANY WALL PANETRATIONS FOR SOUND (ELEC.. TELEPHONE, ETC,) 3) CAULK GYP. BD. to CONCRETE SLAB. ALT , HEAD DETAIL SCALE: i 1/2" = I'-0" SECTION e 10 ALUMINUM WINDOW FRAME AND INSUL, WINDOW SHIM AND CAULK CAULK 5/8" GYP. BD. 1/2" AIR SPACE VAPOR BARRIER 3 1/2" INSULATION MIN. 4 1/4" TO I/2" VARIES -HOLD A CONT. CAULK WIDTH i0 GYP. BD. SILL @ CONC, BULKHEAD SCALE: i 1/2" = 1' -0" SECTION Olt 105 (INTERURBAN AVE S.) STATE HIGHWAY 5 -M P.S.P. & L Co. (City Light) R.O.W. ��__ y�Pro0.rty LIMP Is / i 1 1 -I : � ` e9 /1 / / I 1 1 :,' , ° / \ i� �m 3 \ \ °5 \Q I I \ / I I I n. 4 1 I u a :� II T 2 1 1 I _ _1 .5 \ \ \ 14 ( ' PROPOSED I OFFICE, AREA / j l \ _- / i 1 \ \ I :. I. 6 \ it /g \ \ 17/ 3// \ PROPOSED GARAGE \ °e, 9.7* 11 1 I. PROPOSED TERMINAL \�. l /5 k s /7, ,'/2:i1 `,\ • REFERENCE: DRAWING ENTITLED PROPOSED TRUCK TERMINAL SEATTLE NASHINGTON• DATED II -17 -47 SY J. Y. LONG CO. OAKLAND CALIFORNIA, FIST LOS MGELES SEATTLE MOTOR ESPRESS • IW /3\ O 0 cc 714 — _ . - .., � s \. \ \' . • \ I 1 \ .. �. w1 481„ AVE. S. PLOT PLAN FEET 100 0 100 200 tnttatiig CA l/ OM =WNW OS NM • a I 1 14 7 4, / I I 4 2 f AREA \� 14 I 16 ■7' w3 // \ PROPOSED GARAGE \ c. 4:s7- e'�sy 1' I ) I / /1r—.N-N\ \. �N t (t \ \ \\s` ._ ( PROPOSED TER,MINAL�,� \;�\ l � (`,...1"--...., � W cc O . 1 1 i /4 / S � 2 ' ' \11 l \ \ tI. 48 to AVE. S. PLOT PLAN FEET 100 0. 100 200 larzEint Apparent Ube 01 Veaetatl0n VICINITY MAP '4 KEYI TLAT VURihG N 71.5T P11 J SCTTLLMkhl MARKCR 1oAM1111! 6 /ADOIRt (INTERURBAN AVE. 3) HIGHWAY 5-M �---- r._y --PROPOSE D TEST PIT NO. 03 5 `BORING NO_ __ _ ..__ . ❑_ 0 02 1 5 04 iI 2A-✓ 0 u • u7 PROPOSED TERMINAL 0 E 1• 1W 0 0 0 Ir 413", AVE. S. •2 0 1 9 // 0 PROPOSED SHOP PLOT PLAN fCET 100 0 100 200 NO. +o O6 :i':i I PROPOSED TERMINAL E Iw I W 0 0 cc `I. 48'4 AVE. S. • VICINITY MAP o. y, P LOT P LA N FEET 100 0 100. 200 •O P.iWS B M001 $ PI ATP 1 BORING I tt..go ll LI4YIUA 41✓f bwuwh AILl .Il,1 OCLA.IWI.AL NJOIA AAA .kbAf.1L NA11LA (MJJLAAILLI 1 lift) (1141411AL LMADAA /RJM WIT 10 YAMN) ',P.A. Aw 1,.4.4 ✓.';LIV .tit tIAL YAW bll.. uCLA4101.Al MALES 01 ORAAAIC MA1T4.M I .1uULAA;LII LyJ.,LI 0J1a1) oku•h AhL. .“1 M.:1L1.1.0 1114 41...1.1 .11f. 1LL. 1 (.AL LLhaLJ YI . IL1T 11AL .. *I.0 AN. 11ht lu •1,Y tYh . A.0 116•..4 lu ✓LUL.ALLL, LY.all • • .A.• Yr.1 jIL11 P.M. 444U 1MJJLhA40 ..Mr 1.11 Y9w.La 1J a.6:1 IV I aAhu .11n 1HA.L .1 ....NI'. +4:ILA 111U LULL 7.13 -67 Cn4A.L. 1.'uA9A un.Il I1. L.LYM uLACA ..J1.. . l ♦T 1 LLA1 1..Ln't1 as.T 1h.UU.AILL I { 1hMi . SW .AAA J.A1 1 I'.. 1u LJAr JE JAf,:, 1 r.YUcw All. 1 LY..0 10 • JALMA1Ll1 � LWr•Li) �.1 1,.16.4. 1. YMA. 4.1.A.L1 .11,11 I (AL JA.\J •119 4f114.1J AhY .w.^,.. •M::Ln 1Mwn.'.L LW1.9Lh1.1. IMALnw•LLT C.MrA611 JAhDYTI7AL CLI/AJLA IfVrJI nuhlhv 1.0y1rL01.Y 1-.0.b1 BLOWS REQUIRED TO DRIVE SPIPCER 3hE rQJT T WEIGHT. :601.135., 57000E. ;A 11CrES. 38 •INDICATES DEPTH AT WI.ICH UAOISTLRDLO SALIPi,E WAS ENTR ►CTCC, �Ihy iL.1 ULrlh y1 oAMrlt .,.I" ■1fh AY NLWrLMl, • LOG OF BORINGS DADA l$ O MOOR III PLATE 7. s. at J BORING 2 111$ Litt/01M GSM ML • �1 6i :• • SP .,.Li Alw bnu.l. Ku111.LL LIL11 I IAL LAti .111. L.i1L %. VI sou .A I SAL 440.L M.LLnULIi LuuLL) (1,k1) uw Al ALL k1..L110t bk U1.4. M611i1L LLAILI 1,111 r11n ULLA414/1.AL tA.WAIL MA11LN 1•.ULL.AiLLI .u11 1J Y.,vLhA1Ll1 1 110,) 1.L11 lA1L1 J1 bI' WA LtAll1 IIAL !WA. .n Al 1..I111 ►IAL 4LkL rlln JLLAa11/1.b ...AIL ALL UkuAAIL Mi 111k IIwLL) `.Allk LEVEL 1 -1: -6^ lu4 - Al LLAa1 j 11.11 11. LIAKL1LI. LAN% W,A/ 1104 0.0 L6AkSL oAAL 11.uHrALlt WALL. 0104o lu (10.0. 1J h.Wlu1' .:.1.0 Lrl., .i.A1 ► ILL 4A1.L .11i UuLA.lukU 44410:0 AAL LLA404 VI 6k.1 410 1LLMfAC1) ELETATICM IN FEET LOG OF BORINGS 17 14 II ML ML SP r.AI 4111 t 0 IIA rt.kL. 14.4 1L".1 114L .. Iw1 .1,1 .11r ULLA4IUA%L 4).6.1.I1, ...HLA A.0 ILA•t. u► .. . ...t .w1.0 % ?..LrwILLI Lust, AL1 - M.4•LAA1 L1.1 ► INS) ..•4.1 b1L11 lI.1.1 I IAL 4AM 1u LLA11.1 4111 II•JUL0 7LL t LIMrAL1 MJ.wLi.A1ll l ► 1.M1 LAO 114.0. 1u 1.L.1u$ 4AkL r11n uru.4.1L h41.L1. IL0"4r0L1I I Y.IAlAI. 4L1/1 +0414,1 DON ihu LIMrlL1LL 7•1i -67 ' e MOOR" PLATE it ELEVATION 13 • 10 • • 22 yl • 21 ! BORING 3 12.7 LLLvA1101. 5.1 ML SM SP 1:616 LLAILL 6I6T 1.116 MU0T6 Ah0 UC1A0104AL Uk6AhIC MA11LA IP✓DlnAlllT /Ikm) (DAMP) .A.blb 611h LA1016 01 66111 FIhL 6661) AL1lhhAllk6 LATLhb Of LAM( 61461 /IML 1U 1.Lb1 M 6466 4114 4661 61611 1166 .A40 611m 06666 itd6A6 0466614 016111.1. W.161.661LL1 1.616L) MOD, LLVLL 7.11 -67 LA1.6 W 0.66111.4 MOOD 1kA6"L1.16 L.Ak6C6 10 Ma LRA1LL1 COIWACI 6.Pc 441.41166 MwL Ik46611.h16 ..466 blAI Ilhl 10 hL4101 6666 OtoldlnAlLIA LvotrACi) LOG OF BORINGS SM X11 X11 1 1 '11 'I11 1X11 1111111 01 01 1 '11 OL SP 661( 1161 11M. 64.66 1U 61111 1161. ' 6464 611,1 Ot.CA..lMMAl 1114616 0 0164616 MA11 L1. 1144UL/16111 T L.l PAL1 10 LOMMACT) 01464 0.164616 0.611.1 6111 1U IIAL 64461 6161 06,10LNA1LL1 116M) 0641 11hL 1y ...L✓IIM .4h. 611h 1664L yl 6.4.664 16u+rh1.1) 1$An1k6 6L01Mth161 0001M. 1.0P1.0• 7 -10-67 ID AMIlfa a MOORS PLATE re ELEVATION IN 25 28 35 17 a 13 17 ;9 BORING 4 12.0 LLEvoloh lizsr • ML SP • • R • ; 0041 10.0 bhU.h MOIllLid LLAMA bill hvOlb hhh UL JI,l,bJ 0144Ahil fiAlllk 1111041 WOW) 608 lhA1 11111 0AhLi hilh LAYLAb 01 1 11.1. 10 .1.1d0U. 481.1J IMUULI.A1LL, LUUbl 1,J MUuLkA1L1.1 tuMPA01 -30 '35 LLVLL 7.1047 '80 0..8 LkA1 fihl la l011102L Wel wilh ui I,aLL.1IIi. 4.4I1 181.01.h441.1 LANA 10 04.uLhA1L11 1.0Mrs10) bAh8 Lk/' fihL 1U 'MAMA DAM/ (POD‘hA1I.L1 CUMAL1/ AC4.48111.4 WO* Of t.” 114 bAhU, 41.4.4 1114 11101 bilhb 0.6 11hl bANU1 .10 allm UGLAbliONAl whbkhll MA110 iMULL4.A7L0 COMPAO) ELEVATION IN FEET -6b 70 • II %O. LOG OF BORINGS AIM1111.111111=1111MINION. OL SM !•;. SP Maul, U4.4%16. 64..0 IL 1 AL 4-Lk..-t .1411 0- 1.•AIL, • liIM yr.& tsht 1. 'Avorise 0410.14 miln bh. Wooftw.V... ootwakt. o,1 ; son I 4.V...1.1 #11,i, 1. .40...4 401. .1110 OILLtb ,KAPIht. 464.0.1..hlog Lu"...t1lL 7.104"' DAMES a SOORE PLATE • I ELEVATION IN FEET BORING 5 11,0 _ttL9Allok 1a, • ML woo. LLA■LM 6411 •I1n kU01. AAO 01.64141 MO (44.k.LkAlLl1 111414) 1! • (lamp) r4. W.A1 t.shiA1.1L sill (6.41) I>A1UkA1LL) .A1Lk LOLL 7 -7-67 (Ann 61,0 1144. 10 MLUI.M aAAO •1144 W.44I1/144. Uk61AlL I1A1141, (01.40Lkw1LL1 L0J6L) LMAh6L6 1O CUM1AC1 5 0 10 15 20 1- 15 WW LL 30 1- LkALLb f (hlk 4.0 1144 61.4u •I1r Pu4AL1s UI (kAl bill W -r5 iAkn LkA1 41111 1114 6A,U 1m111. O1.LA.10AAL Lhilhb 01 IMU0LkA7Ll11CO$kAC1�huA'JL 444.4.1(4. tIL.11 .n4.1 11AL 1. MLOIUM JAM! (CuMYACI1 (fU0kl1 LLMU.ILO bAAUb10AL) b04.11.4 L✓✓rL41411 7 -6 -67 AO 45 50 55 -60 -66 -70 BORING 6 I4. 6 • k� ■ 4.9 • 51 u 19 • 36 u :o • 1 9 ■ • w 90 ■ LOG OF BORINGS q, Li, LvAl IUA icy 'ML6 !,'; III OL SM 1. SP ,•.! SP .'i4. �i; 1...'i E :iY7 r:f :'ii ,PI , CL 11 4.;,, :Ii I; 1i SI SM 1.d- .•h Ah✓ Lw4.I M.11LLL LLA7L1 1,14.1 ■.71. ✓4.4...4.,44.4 • ✓ula 'Au ✓nwhh IL 444.114.. 1M.Ltw4.1411 11kM) 1OArv) w•whl.l- why ok•41411. ..4.1 •1144 (.614u.L...6tL 4.4.4.4.114.6 •.W Al.b IMrwhll MAIIL" 1601) 4.41 flit ahhL 144. ✓LM411.1.1 LUUaO 14.10.4. L►1ll 7.6.67 kW/ 0111 41AL 64.144 IMIIOLMA1LL1 LLM1A4.1) 1)01 L..AI 4 1AL 1.) MW INI >Aht, IM..t1i41L11 LOhlr44.1) tbA1.6L> iu LUMr *4.1 ARK 644A1 FIhL bAAO M11M OLCA11k6 01U10 14.0 OCCA►1.hAl (((*0.1. AM/ LLA..L4 44. •kA1 6111 *AO 6101 2114. 644, IPUOtkA1Ll1 L/WlACT 10 L.*4FACI ) 14.11. .MW.;IL LtAltt all1 Ir.W1.1.0441.1 f IkMI L,AGl6 10 LLAI 141 lt All t >A/A. 10 61111 sAAO 61141 .L• Ai. 4.104 a•WLL 6■4.71.4. AAO 6nLLL fk.(thla IMAJL4AILl7 40ua1) IM4.1.101. aL01ML1lb) L.w4 AIL Ws&1 IIkL 10 MLOIUM 6AAU •11.. 61(1 (L11wAC1) I•LA1nLhUL hhh.61UALI ouwlA• L7.lrl414. 7.6 -67 OAMEE a (MOORS PLATE ELEVATION IN FEET ELEVATION IN FEET ELEVATION IN FEET 10 5 (1 10 5 0 -5 lh 10 TEST PIT 1 9.1 llfyAl10A Arm •MAO. CLAtL1 bill elfin 0A4AAIL M4111.N I 1 , 11 li ML OL bhu P.Ib" t/,AI 1/•&AA IC 4161 %ITN LUt bltsl AArll GLLA1 fhb MVVG Akio ti.LAt.IL MA11LA tsAMA ANA1 i1AL 10 MLGIUM LAM.; TEST PIT 2 Io.) LLLIAht.h (t!� ML bnve% • IAL bAl.Ut bill ells NOdlb 11LLbUII) LAA6lb 1U bk0.1A 1.1.410 bill 11111, NUUlb AA& UAuAAIL 14A111.1. 14A111.1. O L AOwt,lb'• LAA1 UNLAAII. bill will, LLAU16LAAbtL ,LL8■11.4 0,0•6 AAA, p4. WAIL MA11f.N ,I;! SP (AAA ►AAt I1AL lu MLGIUM )AAL TEST PIT 3 12.1 141 s A 1 10, `stri ML SP r'LAt. 111,1. aA451 11L.bt1L1 b•ALt• lu 44.11 &, viLAAIL MAMA LAALLb htlh LA1L1b bill will, MUu1L LLAYLY bill bllh t•Al bills IIhl SAO Lit 6..A? 1 11,1 b{.AI 1 ill, lu .1WIUM WAL APR: All 1141 tIIb L0101.1.1LD A -)0.4.7 r ELEVATION IN FEET 15 10 5 151 te •10 1C 4- w 0. 15 AAA," W 40 b W 0 LOG OF TEST PITS TEST PIT 4 $3.5 Lit..11L6 sea elubl, 11AL bA',ul •111 ellh Mv•lb IluhyulLI W AUL:. lu bhU.h ..Atilt 6LA7LY 1.161 ell. tn,vA•ILAA, v1,A1.11. MA11t.M 0401.4 Ails- 01.1-AU14AAl U/ 44.4.1 1 1A ►Ahu AI bill? 114.1. /AM/ LAMA ►NAY IIAL 1u hW1Li bAAG TEST PIT S ML ,. :SM LLLtAIIVI, trq ckd.A I IA► *A1.0 bill e,lh Nu .1lb 11M•&utL) 1.•11,L& lu DMVe1, 00,61 ILA4LI bILI will, 4.11•At.II $A111.A &AAULb lu MLLts14h Ahu &1. LLAtLI 4,111 •11n Lillis& u. 10,A1 11AL &04.6 '10;Al &1111 114.4 •AAu bMALLb LUAM►LM TEST PIT 6 1.IL1A11vA DM d.4. .AI.u1 OIL) ellh Mvv1b 1 lurbvllr /3. V.A.. ►a l• b•vAA Lu1L1 .IL1 rlln LwIM& vl MAI f IAL &Ants uhAt 41111 11AL ►AAL M,M,LL WMbt Ln.Alllb iv &Am. 1111.? 14. LvL&1. 004MEs al w.11001111♦1 PLATE 7 ELEVATION III FEET 15 10 0 15 10 4- 5 ELEVATION IN FEET IS 10 TEST PIT T 1111.1 IOA 14.4. 111.1 041.0 :111 •11• YVI I. I1 + ..Il4 (.1441.1.1.4 1. 01 4441. ALL 111 A' 0411‘.. 1.11.11. 4111 •111 441.1.0:141.4. .0.44.4. 4.111.0 41•41d0 1.110 1.11.01.0 1,11 4004 4.1.1 ' 114.1 041.• 01 41114 1 1A 40,1•E /2 12 L41, 4.4.41 1 IAt It •.L'rl.r ..1...r 6.11 u1 r 4. ' 4 1h1 M .. TEST PIT ML SM 12./ 111.141101 4.. 0.4444 1•0.' 0.11. 4.8014 :d.. 11•. v. 4411 1.. 1.L*04.' ..l. • 1- v44444.4. P44i :ll 44•14.1.. 1. 1LL.I0• O•.M L.114.1 • ••1• 4.11..1.1. .:I 40441 ✓111' 1 Ih4. r4+. YI44 4111. 1101 MA4. 401.1 1 IAL 1. 11L41441 ✓41.• TEST PIT 9 i31el 4.1444.' 1.1. 400.1. .0h.' 0..1 0,.1, ....VALI.. ■4111., 1.01.414 11. (%.M 41.1 •LL. . 4 -.r4 01,•14.1.. .1•.1.• • • 1. 11 hi ".... wt 0I4,11 1104 ✓.4.. 4■■1 114.1 11. •■1.1.1.M 041.1. 5015; All 1L..1 P115 1.004I•ll1L1.4 4.304/' ELEVATION 111 TFrT /- 11 rr LOG OF TEST PITS TEST PIT 10 17. 0 1. Al 1 441. QG. TEST PIT I1 1yI C 1.1.11411 ✓h ML 4h44•t. I ILL 4A4141 011.1 •110 M 11. $P 111.1114 • Lo..w4.0 1u 1•0A1 *Au lL1.•100 1•011.1. •I rl nu111.140 4.14.11 0111 '11 • ,'1 TEST PIT I1 1yI C 1.1.11411 ✓h TEST PIT 12 SP 1910 L11..411 uA . +V• .4111 111.1. 041. 4111. MVY70 • 1 Toot ..Ie. `44.01 { 141. ✓111Y •110 01.4.4•10.44. 1104,4•.1. 044111.1. 11.14.811 DAMES B MOOIRi PLATE ML el. u. rw'..• 41.1 111111 Mou14 I1U►OUII pr.AA 111.1. ✓4h✓ •I1h u1.+.44I1./kAL J01.AAIt...111.0 11.Lwsi1 4.1.1 *AU 4.LU1JIah Ol.. ? nu1111.4 4...4111 611.1 • $P Mt. TEST PIT 12 SP 1910 L11..411 uA . +V• .4111 111.1. 041. 4111. MVY70 • 1 Toot ..Ie. `44.01 { 141. ✓111Y •110 01.4.4•10.44. 1104,4•.1. 044111.1. 11.14.811 DAMES B MOOIRi PLATE Milt/OR D /V /S /DNS GRAPH SYMBOL LETTER SYMBOL TYP /CAL OESCR /PT /ONS COARSE GRAINED SOILS MORE THAN SON Or MATERIAL IS LeRGER 1HAN NO GRAVEL AND GRAVELLY SOILS MORE THAN SO N Of COARSE /RAC• TION GETAINLQ ON NO 4 SIEVE CLEAN GRAVELS (LITTLE De 110 SIRES? s• • ` 1 •f• 0PG� e• • • o • GW wtIL•NGRADED UM1[L11, LITTLE ' No FINES i • `a o •.of ; + %P GP P00RLY•SPADED GRAVELS, GRAYLI• NON IINL i *EELS, LITTLE OR GRAVELS WITH FINES 1 IAGL[ AMOUNT Or SINES) s ± �•1 0 A� •4 d ♦A ..0 `� GM SILTY SWIVEL I, GRAVEL ■SAND. SILT MIDI TLS • *Fr, t',A. • P. . S • ft111 GC CLAYEY GRAVELS, 1RAYtL•tAND• CLAY MIRtu*t$ SAND AND SANDY SOILS MORE THAN 50,. OF COARSE FRAC• 110N fl1SINQ NO 4 San CLEAN SAND (1.(001.1 OR 140 FINES • • '••• SW WILL 'GRADED SANDS, GRAYE1.LY SANDS, LITTLE 011 NO FINES ,. ... SP POORLY•GRADED SANDS, GRAVELLY SANDS, LITTLE 0* NO FILMES SANDS WITH FINES IAP►R(CIAILC AMOUNT Of 01NE{I rr 1�'II !j;� 1i•. 1 ' I L'r $$�+^c1fff( iii .� �l' i•I I "V �1 SM SILTY SANDS, SANO•t11.1 NIfTWES 1100 SIEVE SILL '•, 24 • • ��• 4. i• •ih• • /If / SC C1. A010 {ANDS, 11.NO•CLAY MATURES FINE GRAINED SOILS MORE THAN 10 % OF MATERIAL IS Wylie THAN NO too save tat SILTS LIOUID LIMIT AND .1.51 THAN *0 CLAYS 'I : III il!II'''I 111 I ' 11 1I I I ML INORGANIC SILTS AND VENT FIN[ SANDS, ROCK FLOUR, *11.71 011 CLAYEY FINE SANDS OR CLAYEY 4 11E MIEN SLIGHT PLASTICITY , CL INORGANIC CLAY{ Or LOS 10 Ytotw PLASTIC'? T, GRAVELLY CLAM SANDY CLAYS, SILTY CLAYS, LEAN CLAYS • I 1 I( ■ IIII 1 1 1N t i tY 111 OL ORGANIC 11LT1 AND ORGANIC 1470 CLAYS OF Low PLASTICITY SILTS LIOUID LIMIT AND GRUB R THAN GD II 11,PV.1 1 ,p I', Ili . I. I11 AI,6 I 1 MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE *AND OR SILTY 1011{ 'jY;tif' ytrlA•yrf +%�'S n! iy1 : �x• , 'y /,• ^�+•; CH INORGANIC CLAYS Or NIGH PLASTICITY, FAT CLAYS CLAYS , `'•''''',• / '�i, .• OH 0110ANIC CL MS OF MEDIUM TO NIGH PL ASTICTY, 010410C 1411 HIGHLY ORGANIC SOILS PT PEAT, HUMUS, *TAMP $0IL1 MIT* NIGH OR /ANIC 101171MTS NOTE DUAL SYMBOLS ARE UM) 10 INDICATE !BORDERLINE SOIL CI ASSIFICATIONS SOIL CLASSIFICATION CHART UNIFIED SOIL CLASSIFICATION SYSTEM DAMN E6 a IAA 00RE 1RRI110WIWWW.WI.R• PLATE 9 INTERURBAN AVE $ KEY Code: Zoning: Seismic: Construction Type: Ocpupancgl: Allowable Building Area: Parking Building Required: Shown: UBC 1988 M -1 Zone 3 V -N Sprinklered 14 -E Unlimited, B©' yards on all '4 Sides, and Fulig'sprinklared. 49 Stalls I 2,98 - -stalls I I) CaRAe) BAR-45 @. AGGlhh1f IL fOIL.6t5 AsaE T eiE Moliticto AT Sit" A.F F. THE'( At' E '(0 Ex- rENPCID le" eEYr'oHo 1=16 FRONT of '( NE ro IL.E 3w'I ACR0e15 1-H: 1,AcAt. cliza 15A4, 1"0 56 1! 10 I i 14P, 2-)1'o P OP L.AVATO I E,6 1_o I5 C VI. 3M'' A. i'. P 4 Zq'1 Gi,.t =110 '\uHDEeNf::AT . l..IrVtR HANDL D Fi! ocof To im MAC . I-'' i=aor1 THe PRoHT or. -NC I.V. W/ 1 Hof wafriz SUPPLY. LIt1e5 To et' PeoYIoED // 1'eMP i 'iJP. SNiet -O iNG. 2a� 'S) AL-I.- FilmoIZ 4, WAIL rloUNT0AGl•E�sSDRll a .0 13e AT A MAX(, or 4.0,1 A. FF, ROOM si;HI ALIij 78910}} le,13,14,is,. 18,1b,19.,81• 22,27,40,44x; 42,43 ` 17,20 44,45 23,28 24 SEPARATE PERMIT AND APPROVAL REQUIRED F�ctieicbr, 144E0444KQi.. auM6 ttac. rio t Ar:COuNTING Floor: Carpet w/rubber base Walla: Painted gyp.. bd. Ceiling: Suspended acoustic tile Floor: Sheet vinyl w/loved bas= Walls: Painted gyp. bd. w /P. Lam. to & 8" A.F.F. Ceiling: Painted gyp. bd. Floor: Sheet vinyl, w /ccved base Walls: Painted gyp. bd Ceiling: Suspended acoustic ts7.e "(except room #28 exposed to root: structure) Floor: VCT w /rubber base Walls: Painted ggp. bd. Ceiling: Suspended acoustical the Floor: Sheet Vinyl "Medintech" w /rubber base Walls Painted gyp. bd. Ceiling: Suspended acoustical tile 26 Floor: Sealed concrete Walls: Painted gyp, bd. & concrete Ceiling: Exposed to rooF structure 29,30 Floor: VCT w /rubber base Walls: Painted gyp. bd. Ceiling: Painted gyp. bd. WINDOW SCHEDULE - Provide blinds on all windows A 2' -0 "w x 8' -0 "h relite, in woodFrame, saFety glazed, dtls. 1 /STD & 2 /STD (provide insulated glass next to door #22.) 't' -o "w. x 't ,Iamb & sill C 6' -0"w, x "i ;jamb & sill FILE COPY 1-6"h. relite, in woodf"rame, dtl. 1 /STD, similar. ' -6 "h. relite, in woodframe, dtl. 1 /STD, similar t Check approvals are subject to errors e d omissions and approval of plans does not eutthortze' the violation of any adopted code or ordinance: Receipt of contractor's copy of appr pans acknowledged. By appia Date Perrhit No CO CI ..__._,. S; o HD FL.©Q J, ALA N 4 emu gelid„_, ,tllculatitin - Stairs & Restrooms are Excluded' 1st Floor Orrice 5,679.5 s . f . 100 ,'" 58.8 Me►lufacturins 1,014.2 s.!~. 200'* S.1 Warehoth8e. s.F. - SOO 3. 1st° Floor Total k7. and Floor Orrice { , ,+165.5s.f. - 100x84.7 Tattal Combined bccupancg $11,' - _--, • r0 El E2 E3 °k,13,9■18, 25, 28,'11,'12 10,11,13,1'4, 15, 16,17,'10 12,19,'f3,44 20,21,22,24 23,26,27 'f5 28 Existing ' °0" x 8' -6" aluminum 5torrent with s,pt eF ety glass, closer, threshold, puah- pail, and thumbturn. Existing 10' x 12' overhead door Existing 3' -0" x 7' -0" hollow metal threshold, 10ekset. 31-p" x 8' QP S.C. wood door w /wood pr. butts, silencers,,latchset (wal doors #6, 7, 8, 17, 40, 'fi) 3'-0" x 6' -0" S.C. wood door w /wood pr. butts, silencers, lockset, wall door, ,jamb, 2 istop For Jamb, 2 stop. 3' -0" x 8' -0" S.C. wood door w /wood jamb, 2 -pr. butts, closer, push - pull, wall stop. 3' -0" x 8' -0" S.C. wood door w /wood jamb, 2-pr. buttr,, weatherstrip, latchset, threshold, (wallstop for doors 9122,24) (lockset For doors #22 & 2'4) 3' -6" x 8' -0" S.C. wood door w /wood jamb, 2 -pr. butt*, silencer, latoheet (wall stop For door #27), (weatherstrip, threshold and lockset For door #23) 17'-6" x 8' -6" wood accordion door & Frame. 31--0" x 8' -6" aluminum storefront door with safetW''glass, closer, threshold, push -pull, and thumbturn. 0 V-09 ft. Dtco Ir W view 446, 2 •I2 • IfArtre okixect , P 0 11► PLAN REVIEW FOR COMPLIANCE WITH`THE FOLIOWING'ORDINANCES ONLY ❑ STRUCTURAL PER UNIFORM BUILDING CODE ❑ NON STRUCTUR \L'PER'U+NIFORM"BUILDING CODE ❑ WASHINGTON' STATE'REGIJLATION FOR BARRIER -FREE• FACILITIES ❑ WASHINGTON STATE ENERGY CODE SUBJE CT TO IN VE "RPRETATIONS OF HGOVERNING AUTHORITY, ERRORS, S T ND INCONSSTENIES. DATE I NJ A N 2 2 1992 [ATE' out f E B 1 4 1992 BY: M DESALVO:'INC. ti lipEGENI? tag MVO VALI, TO UN U SIpE or CEILING. NM STUD WALL W /SOUND INSULATION `ft'r! W0Aou ( @ BASE, 2's-9" E.B. @ CEXI It' WAOLAND SAWS, EXISTING Sa..UD WALLS. STMIALT.S. ILI,UMINATED EXIT SIGN. EXISTING 3 TUBE .z'i,UQREscarr 'M BE FUNONEa AND STORED OR ' PE-USED. EXISTING 3 TUBE FLUORESCENT TO REMAIN. NEW OR RELOCATED 3 TUBE FLUORESCENT. DUPLEX OUTLET 120v WALL TELEPHONE ourt.ET, MUDRING, CONDUIT, a PULE, STRING ONLY. FoUgP . -x cAtit.e7 12ov vvest '240'1 4' ?611P apaktio ) k6 `�! ha�1�� W+ V/ ► al ' -a. r No.18 iim��lm u irt�lmifiha imlm 9: �l�hinl�imm� ���Im�mihmM1mhml`mflml ori. N BI IL RIAMOVIE ,2aN 2 2 !992 MAHAN & DESALV REtIVED CITY OF TUKWiLA JAN 1 6=1992 PEIWIT CENTER • Zoo >,o Z Z . cc cc Lu I- Lir co ao m m ta Li r, 4,q1 6' ibtE5 5/1"0 S:y JiNn..ly ri�ty§7,�Jr .Wx*x: {i rr rlrp r� 1� etali i M f J ,.1 ®1o� ■errs iIttttttt e■ II ®Dill® — ■1, 11 ■il®Ir11tIf11. w r■► � EN � immmiliarmarmeassmaganiummlimmiti _mos �II 1 ■l ui■■�11■.■■ mil ai ■■ I Li Alum Imall . 1 ►_s■■I—II■-► MI Mai ■■1■l0 = =�► o -Ta' HD f ■iii ■m�■ mmmerr,J • ■IIMIM■IMI ♦ ■1► �►d■'llio 1411 04p, GYP, �n. O,i, i�il ■ ■��� 1�� %.►�. oP.�Y Ie imma am, ' IN ■!Ilmiait an �1.. a im® .. :u1__i1.il '_I r ■ l _ �� ��� ■ I. ■ _ 1�11■_l atiM■■► IIM �. 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AIM 111111111111j __ •_a _WPM :� I 11.111111 I MI all 1.1 get. oil 44Y. UKtlitA' ■ 4 18: IR PLOOrz . 1.1 4444 B IL.I "1 DI 1'N RECEIVED CITY OF TUKWILA 'FEB 1 81992, PERMIT CENTER RECEIVED CITY OF TUKWILA DEC 2 6 1991 PERMIT CENTER .. 0) CO • A a� pan 12) SN • s , to 1 y dXL; .i.. i. ' I 6z' I iI ��.L �. I 9.. „, E0iI I t I �A Y g .Ig,., . �1.i A I IR PLOOrz . 1.1 4444 B IL.I "1 DI 1'N RECEIVED CITY OF TUKWILA 'FEB 1 81992, PERMIT CENTER RECEIVED CITY OF TUKWILA DEC 2 6 1991 PERMIT CENTER .. 0) CO • A a� pan 12) SN • s % �EHo)R oxvv'rI6N H. tilt. t fZ 4, JAr 5AW G .,u1 NEw o pENiN6, t7AiGF� t? H. i PO OR Hem) HE IAIII 4, 'H . H1L. DOOR. JD.f"Ib. 'JE $)1410.141. DR�17 KEINP6W of o f r e �r R r1ove. )(I 1•'G, 0,H, Doog. 4.2-5x 1 (1'('61 GONG, 11 L1-UP PANE 2 / !� FAR-riAL SOiirri--i I... vda , 'f OrI D o j.II_I1 -1 f✓XI':,1 GONG. PANeL -- --'""` gtici H Firil4HD rocc.o �R LATH , GrYP, SH1 40" (o 'LO 6 A. s'ft., 5?11D9 t3 ZA o., �uSP. AGoUST. G Il ING, ALjrlit1u 1 9•foI raPriT W/ 19 INQua r o ALo6 ' t -$ikif'Gc o.H. Dope To ¢ErihiN Ne14 ' r10 f 1 FINISH Ina.* o 6I'R t41H G 1'P. 15P.. 6H14.14. c' Ga gfi-.' Pe 1 N ,Aa+1, •1'OP4 OI f W IHSULA•rRD 011406, g GOM'r, f' I6Q, .eo'fii al * *y1 WALL CAP II, *.i' -Q' _x(, OAM. H0 DR4tL RD�DIUE . ATt4CH 4 1.410 62L.19. CoUNlfgR.'INR- fuJoi 10 MAI -chi HArIQ AIt . RPtilt ririolog •%IP' y1C* Cott . woop BLOC„ IGt r1G %" ifg 4D. eo'P►'1 •IDac2. ' rt c.4 e. o.... LIND ✓RLA'I'r1 o 3i:'T4G Pt, 0.14, Woop CAP s4). r) \ro:cu:: L — if aI, No1•Gaf Ranee • 2x l2 5PFJN(1$R 66-(H .410E4 4- 110 6pAH A{n tf1 VIc.4*..w NYi.A RECEIVED CITY OF TUKWILA FEB 1 t9y2 PERMIT CENTS B I DI:' is ' ISIGN .. ,S ,• Y. i.:r -7 . ( ;� G �c. L 4 4 1111 L T'.'. Li' :.. p V a!/r ) ~ i,L+ icY •? ;; .: 9 .1- . ,If (t .7 J E ..zx I.i+ RECEIVED CITY OF TUKWILA FEB 1 t9y2 PERMIT CENTS B I DI:' is ' ISIGN -,-*.MMOIROMINIONIMMIEWMAMPril..MMMME.IMR11114 i2 1 24' -6" 49'- " 24' -6" 2x4 0 16 "OC-- PONY WALL FOR STAIR LANDING E B -2 REMOVE SECTION OF EXISTING FOOTING AS REQ'D 1 L_ 45 GP• 4 "x20 GA. STUDS F3.5 C -1 FB F3.5 F5:0 p,OJECT C -1 F5.0 2x4 0 16 "0C PONY WALL FOR STAIR LANDING N N Co 0 In - ,REMOVE SECTION OF WALL RE: ELEVATION SHEET S -2 FOUNDATION PLAN MI. 1) FINISHED FLOOR 143"=1*- SLAB AT ELEVATION IS REFERENCE DATUM O' -O" . L.W. (LONGITUDINAL) -S.W. (TRANSVERSE) --- ---- -- BOTTOM RE I NF I S 3" CLEAR TOP RE FNF IS 2" CLEAR E.W. (EACH WAY) -----TIE TRANSVERSE 'RE ! NF TO TOP OF BOTtOM..REINF & BOTTOM OF TOP RE iNF TYPICAL FOOTING REINFORCEMENT PLACEMENT L 1 FOOTING SCHEDULE MARK SIZE REINFORCING F3.5 3'-6" x 3' -6" x 1' -6" 3 - #5 BOTTOM EA. WAY F5.0 5' -0" x 5' -0" x 1' " 5-#5 BOTTOM EA. WAY FB 6' -0" x 9' -0" x 1'-6" 7 - #6 BOTTOM EA.` WAY C 2 --0 x 5 -0' x FIELD MEASURE 2-#5 LONG WAY BOTTOM 4 - #4 SHORT 0 MID HT. 1bV 1 0 2 STUDS PER PLAN 4"L] i3/4" PROJECT SAW CUT SLAB 5 "x12 GA STRAP ft 12x12x3ie SECTION A -1 SCALE: 3/4" = 1' -0" r• J,nT,.,n enw rmy T.S. COL. (OR NEW) FOOTING RE: SCHEDULE 10" 4x4xl x1' -6" W/2 - 1"0 EXP. BOLTS EMBED 8" STRAP IP 12x12x34ie EXISTING COL. FTG SECTION B -1 SCALE: 3/4" = T.S. COL. 1" GROUT - SAW CUT SLAB 0 BASE IP 3/4x11 x 0' -11" W /4 -W O EXP. BOLTS anwair.rmaimp SECTION 0- SCALE: 3/4" = 1' -0" FOOTING RE: SCHEDULE " ,3 I1J3 CQDR: uNII'oRM 'WILDING COD1 , L9U8 L .YB...tdI IM ; . t�lEZZ .. ! c SEISMIC ZONE 3 FOUNDATION DESIGN PER REPORT Igo, 04697•- 004 -oo5 AY • AMES . MOQRC. sop, m BEARING 1500 PSF PLR REPORT. ALL SITE PREPARATION AND UND FO�ARTION CO ISTRUCT :ON PEIt THIS 1 E'PORT. REPT2PS 11TATTVE vizor' DAMES & R E. TO INSPECT BE ALL /1C' TING EXCAVA +'IO;I:; PRIOR TO POURING C.., _ „'� TO 951✓ ::C:'w;'' ?:'^C"O:t PER ASTI•I D- 1557. XI' f'a 2 ,o psi FOR i7OQTII +G$ f,'a 3000 psi FOR SLABN OH GRAD; MINIMUMU5 SACKS CEMENT PER [illC .'! u MIMING AND PLACING OF ALL CONCRETE SHALL I3E in ACCORDANCE WITH 'I'UE UBC AND ACI CODE 318, LATBr ' EDITION, PROPORTroNS 07 4GORSGA'1'1; 'r0, CEHENT WITHOUT SEGREGA ?'] :r r10 Q CU A DENSE, t�O:ZKABL3 IIIX WIIIC ;: CAM R' I3XC13$S '?REE SWU'ACE.�I/VAL'EU, .3/4” CHAMFER ON ALL EXPOSED CONCRETE EDG2S UI :LASS I.I)IC.,. ED O'J.'IIER''IISP ON ARCHITECTURAL DRAWINGS PEINFORCING STEEL ALL REINFORCEMENT SHALL CUIlFORhj TO ASTII A615 -£2 S1) GRADE 60 (fy= 604600 COVER TO REINFORCEMENT TO 13E: FOOTINGS, ........ ,.......e3 INCHES FORMED SURFACES -- EARTI: FACJ.......2 INCHES TUBE COLUMNS SHALL CONFORM T() ASTI•I A500, GRADE 13 (fy 46,0P0 psi) . ROLLED STEEL SHAPES SHALL, c,OHI OR14 TO ASTI' ,) 36 (fy 36, dO0 WELDS NOT SPECIFIED SHALL BE "CONTINUOUS FILLET WEDS TO AE BY W. A. II.0. CERTI FE WEL1it s. FRESH r . A27F0 ELECTRODES L SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO PADRICATIQN OP STRUCTURAL ,STEEL. MACHINE DOLTS TO DE A- 30'1. AB12ZCJt Y `0 ,T:0I1 SHALL DE :11 ACCORDANCE WITH � � �, OD BRE('�,. ,, ,� .',, 'L� i A'.;a ;?R "LP O 1f ; ?IC 'x91 AHD CQ,pE .QF �JTAUQMD 1 I Q,.O;: 11131,D2D :::2 D" b7uos SHALL CONFORM TO AWS Dl..1 '• ( STEM,. ) STEEL STUDS: ,... 18 AND 20 pGAUG t YIALL 13B 1FORME TRAPS ATERI DL ONF RNII4G TO, ASTI•I GRADE A f -3 3 b 0 ):: t Oi•I AATERI ?i.., CONFb1MXUG TO ASTM A -5'10, GRADE 50 (2y =50000 ngi<) LUMBER NOT NOT D PLANS 'r0 13E ' D . F . i2 OR 132 T'I'Ef . ALL GRADES SHALL CONFORM TO i1$PA 9R QE RULES PQR WEST$ 1 UMBER- -1979 EDITION . ALL `BOLTS. III$ADS AND' UUT,S DEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD 'COT WASHERS. ALL WOOD I11 CONTACT WITII CONCRETE OR MASONRY SHALL HE PRESSURE TREATED, MAXIMUM 'MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER. STEEL UANGERS , T() 'BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN. s•L WOVE us a .: WOOD BEAMS. KILN DRIED, INDUSTRIAL APPEARANCE. LAMINIIT D STRESS GRADE COMBINATION 24-F -V4 (fb =2400 psi; 'fv =165 psi) AT SIMPLE SPAR BEMs. GLU -LAMS BUST DE OBTAINED ' FROM AN AITC OR APA EWS APPROVED `FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER PRI07 ',('O rA13:2ICx1,:oN. PLYWOOD: FLOOR SIIEATIIING ........3/4" `1' & G GRADE W/ GLUE... INDEX 46/24 ALL PLYWOOD SHALL CONFORM 'I'0 U.S. PRODUCT STANDARD P. S. 1, CURRENT ADDITION. NAILING SHALL DE AS IINDICATED ON PLAN. CONTRACTOR IS TO CALL TIIE ;ENGINEER FOR OBSERVATION OF FLOOR DIAPHRAGM PRIOR TO COVERING. SECTION D -1 SCALE: 3/4" = 1 -- irV1'1', '1111 l 11m - .5... N0.1$' . *f iJitiM• I' i : ii 1fil ill i 8rI yY f :G � I 9 Iii 9 If I, J #Vii E 0" #4 ' BARS SET IN 3'4 "0 x 5" 'HOLES rn 00 CV • !QQD TRUSSES: TRUSSES TO ` BE MANUFACTURED BY TILE 'TRUS JOIST ' CORP WITII ` NER REPORT NO. 146. TRUSS SUPPLIERS IIMEL THE TRUSS'CONFIGURATIONS,: INCLUDING, DEPTHS AND MEMBER SIZES, SHOWN ON THE DRAWINGS' INDICATE' -TI;E DESIRED TRUSS CONFIGURATIONS AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF ,A TRUSS MANUFACTURER IS UNABLE TO ' , MEET .THE LOAD REQUIREMENTS SPECIFIED WITH THE ` TRUSS CONFIGURATION INDICATED, U� HIT WRITTEN 'NOTIC TO ,THAT EFFECT OT; ARCHITECT. IT [S P; � lSPO4SIBILI:Y Or TIIE GENERAL CONTRACTOR AND TRUSS rIANUF ?.C'TURER ' 'TO- VERIFY THE WEIGHT AND • , I �11T(:AL. 2QUIPMENT PRIOR TO SUBHITTIUG 'SHOP LOCATIO1S OF AEI, [IECIIA DRAWINGS TO THE hRC,'IT:;CT : W2Ruo'TuRAL E1VGI11E13Ct 'MR REVIEW, . IN$PECVONS: SOILS'ENGINEER TO Z'Al {>; COtIp4G'1'I 011 TEST WITHIN BUILDING AREA IN ALL FILL AREAS, COMPACTION TO 131;. AS REQOIRED BY SOILS REPORT. SOILS ENGINEER TO INSPECT F0t1IdDATIO” ':EXCAVATIONS PRIOR TO POURING FOOTINGS. I11 ACCORDANCE AN INDEPENDENT TESTING LAB APPROVED 13Y THE 'ARCIIITECT SHALL INSPECT ', ,' AND (WELDING; AS FOLLOWS: CONCRETE,- REBAR,' CONCRETE - INSPECT REBAR PLACEMENT ' PRIOR TO POURING.' TAKE 3 Cy LINDERS 'VOA EACI H CONCR 28 L POUR. CYLINDERS TO' 13E TESTED AT 7 AND DAYS. IOiD CYLINDER ) ?OR FURTHER'' TESTING, IL REQUIRED. WELDING (2 INSPALIIONATIoNS OF WELDERS AT 'r :: S'PAR'' o ' NOD.t A11D ALL FIELD :12LJY:;G. '' CIAL CONDITIONS IDURING` CONSTIAICT %ON THE COUP RAC'roR SHALL : ROVXOB ADEOUA'i'E SHORING, NATIONAL, STATE, MW LOCAL CODES., CO CONTRACTOR " PRAC ORD AND ALL TO COORDINATE ALL TRADES AND •VERI 'Y DIMENSIONS I1I F• VELD, OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD 1IANGES. SEE Ai2CHYTEC1'URA , DRAWINGS FOR ALL 1-LOOR AND WALL O'L ING DtHCIJS1ofs AND LOCATIONS, FLOOR AND WALL FINISHES, ETC., -. 0 0 «To .ytPP,NSto►.1 P,, �..' "� 'r'© F .a \I'4 R }�,IW L PLU I"4 , P &1� 1,Cdit) C:. L� . 416574 TEL. (206) 324 -6160 CITY; OF TUKWILA APPROVED r to8 199 ' /I RECEIVED CITY OF TuKWILA FEB 181 PERMIT CENTER FAX (206) 324 -6248 RICHARD HUDSON + I' S$DCIATES, INC. C(; -', 8 LTING ENGINEERS 1606 12TH AVENUE.. SUITE 18 SEATTLE, WASHINGTON 98122 4 (f) 49' -0" 24' --6" 24' --6" L -3 K -3 .n a. arK4,410.41a::: L 3x3xY4 L 3x3xVi saR!'Si IX 1 ,� 1+p�7q.,�njlti"T`!�F IlrY*4xG'..4" W /�"0 EXP, BOLT • EA: SIDE 4$ "OC TYPICAL LS. 7x4 COL ��. ex 20 OA. STUDS 24 "OC 7x4 _ COL 8 -3 SIM. 8 -3 3/4" T & G PLYWOOD SUB —FLOOR & W PLYWOOD UNDERLAYMENT 445 HF4i.ozcL7fr.) 2x8 O 24 "0C 1) 5`x15 GLB STEEL STUD & "X" BRACE BELOW J-3 2x12 STRINGER 0 16"0C 24" TJLX 0 24 "0C 515x15 GL8 / 24" TJLX O 24 "OC SIM. C..-2 EXISTING MAN DOOR STEEL STUD 8c "X" BRACE BELOW SCALE: fit" 1'--O" SCALE: W 0 X CO 5 2x12 -STRINGERS O 16 "0C T.S. COL. V4x4 x 0'--4" W /W0 EXP. BOLT PANEL JOINT G--3 '� C TYf'. STEEL STUD v� OT. I & "X" BRACE N 1 BELOW H--3 . - SA34 5L x15 GLB A-3 C -3 'A-3 SIM. - 'war- cow '11 11 i N 11 11 2x8 0 24 "0C H a .L DII Iti x• T.S. 7x4 n B -3 515x1.5 GIB •SIM. STEEL STUD WALLS RE: ARCH.. .GALE: 6" x . 20 GA,. .TRACK; W / %�} "o RAWL=.DRIVE ® 32 "QC • 6 ` . x 20 GA. STUDS O 24 "OC li. r:s�i 1eLase`2a wi?:1:,.- .. 4t"..:c�':A1:72.'i[�7dl t•:IXs'.'i T.S. 6x2 (FLAT) NEW FRAMING 0 ENLARGED OPENING SCALE: V4 FRAM I NG PLAN SCALE: 7" "1'—O" EINACLI E.QTES: 1) ELEVATION TO TOP OF FRAMING (BOTTOM OF PLYWOOD). ABOVE REFERENCE DATUM IS 1V-81/2". ". 2) GLUE AND NAIL FLOOR SHEATHING. 3) NAIL SHEATHING W /1 0d COMMON (.148"0 x 2 " LONG) O 6 "OC EDGES AND 10 "OC FIELD AND 2 ROWS 10d 0 6 "0C AT BOUNDARY NAILING i BE _ of I li Ilrt • d IMOrtARD WILTDSON CO A` STJLTI 3 \7.L E la c 1 43fi 1 i AVEN, r$;;;$1;:221 • 9"!'4 WASI NG O I N0.18 ' 1111 l► I ,.i. (I�I lt r rl T ' � i Ili i 6 I i f 6Ii � 1 .:i 514 x 15 GLB VI/OFFSET HW W/EXTRA HOLES WALL RE: ARCH. BOUNDARY NAIUNG PLYWOOD 2x6 BLOCKING TRUSS SA STRAP RE: PLAN —3x TOP It 3x e W/ "STUDS 0 32"OC STAGGERED lOd 94" OC PLYWOOD 2 ROWS – 10d 0 6" O.C. 514bx15 GLB 14 GA TRACK R 71 xY x0' -8" W /2-3/4M0 M.B. T.S. 4x4 �"\J W12 N I1 R & STRAP PER E -3 O SIM. SECTION SEC1TION A-3 SCALE: W = 1' –t)" W12 WT5x16.5 x 0'•-9" W /3–WO A325N T.S. 6X8, W18 WT 5x16.5x1' -3" W/5–WO A325N '114" PLYWOOD 2x BLOCKING 3x it BEAM le 3bx311 x 1'-3" W /$--WO A325N BOLTS le 41;x3 x 1 3" OMIT TRUSS ONE SIDE SIM. SECTION SECTION B -3 SCALE: f4" = 1'-- Yi "ox4" LAG 0 7" O.C. STAGGERED 4 "x2OGA 0 24" 0.C. F– 3 SECTION C -3 SCALE: W = 1' -0" 2x6 BLKG W/ 2 -16d 0 6" O.C. 4 "x14QA. TRACK SEE E-13 --, SECTION H- SCALE: W = 1' - -O" 2 "012" 3x It W /W� STUDS 0 32" G.C. STAGGERED W18 cj"NNN____ 2 ROWS - 1Od ee 4" CC 2 ROWS – 10d 0 4" OC 0 STEEL BEAM 3x It SIMPSON STRAP EA. SIDE RE: PLAN W /�4 "0 M.B. \CW RE: PLAN STEEL BEAM RE: G -3 FOR CONNECTION OF BEAMS 71txlix1' -01- W /4 —W. M.B. T.S. 5x5 5Ax15 GLB --R 12x12x44e 2 -- 4 0x14 GA STLDS 4 "x20 GA STUDS 0 24" O.C. ft & STRAP PER E -3 0 SIM. SECTION " SECTO D-- -3 SCALE: W 1'--0" 2" 0 12 4 "x14 GA TRACK STRAP T.S. COL. J 12x1201e RE: E-3 EXISTING EMBED 0 48 "OC EA. > SECTION E -3 SCALE: V4" = STRAP — 10d 0 4"OC 2 10d 0 6 "0C LTT19 0 48 "0C UNDER PLYWOOD 3 –ST18 0 48 "0C UNDER PLYWOOD .4x4 LEDGER L3x3xV4 CONT 0/24 " "0C M.B. SECTION K -3 SCALE W _ 1' -0 iii • � IiiiIIi!ll i Niiii (iliilliIli! 1 'WIili rill hlii iI , ill�� SECTION F -3 SCALE: W = 1' -0" , 3x4 FLAT BLOCKING 3 BAYS 0 48 "0C CItY OF TUKWILA APPROVED -Ft • 1992 61 II .D' i %IS ON RECEIVED CITY OF TUKWILA FEB 1 8189 PERMIT CENTER 1 TEL. (206) 324-8160 FAX (206) 324-6248 RICHARD H IDS014 + ASSOCIATES, CONSULTING ENCINEE 1606 12}1 AVENUE, SUITE t £'C SEATTLE, WASHINGTON 9812 PEHM%T coon