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Permit B93-0428 - SILO - INSTALLATION AND WAITING ROOMS
- CI t1 ' • 51Lt 96 04:7.7, City of Thlcwilet (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B93-0428 Type: B-BUILD Category: ACOM Address: 17550 SOUTHCENTER PY Location: Parcel #: 262304-9110 Zoning: C-2 Type Const: III-N Gas/Elec: Wetlands: Water: TUKWILA Contractor License No.: JMRAFC*221J0 Status: Issued: Expires: ISSUED 11/12/1993 05/11/1994 Type of Occupancy: STORE Slopes: N Sewer: TUKWILA TENANT SILO 17550 souTticEN476riU*0;iitA,-,Airpcsqp -.......,. OWNER PACIFIC NORTHWEST GROUP A , 5601 6TH AVE S, SEATTLE WA 98108 CONTACT ERIC/THOMPSON .':,',,,,:i'..., :: '.:..„.„,. •= , ,' ,,,::.: * Pj.-1,9ne: 206 587-0704 603c;;:,$tEWApT4500; SEATTLE, WA:'.98101,,,,,.. : ... CONTRACTOR THE 0AEN COMPANY Phone: 206 828-0800 p:o. ,BOX:,4229,,BELLEV,UE;, WA 98009 4: ..,,...'-'-'"'' .,„ '' ,;-"Ijj :, .„, .., .,, , ,,.. ,,,, .s.•;.;. *********************.*********,k************4**4i-w*4****4i.********** Permit Destriiptlon: CA .STEREO AND STEREO,INSTALLATION' WAITING ROOM AREA. ,. .., :,.., = SETBACKS Units: 001 : ,e.„--'-- Front: '.."..0,';. Back:, ',,,,0 ;... Building 001 0. .!' ' . ! '„ Left:, ,; ;,,-,*.c) ) ;' Right: ,:.:11H Fire Prot‘ection: SPRNKLERED-, ki „y . UBC Edif;-fbn:,,_1,91 ', n',7'- ' ', -,,-, Valuation: ';' '''-'40,00,0,'00 ***,*44.;t*****"**************,044***** Total -Permi t Fee: .,.„, f 581.;,.18 ' :,,,,°;.i.),f.' , - , ; ?,. " ' f ''''' . , Permit Ck#eit,.,Authorized Signature ):, Date::,' ,1:• V; A''''.,-, • ; 4 , , , I hereby c0'ItifY:, that*,,-I have read andh:exmin.ed\thfs.„permit and know the same to be4tue'and correct. All prOislons'of, laW:'and ordinances' governing this work„wilf.„be compliecliWithwha,t.herspecified herein or not. The grantingivifIth swpermitdoas not presume tpi'give Othori,tki,,to violate i -.•.,,,,c,,:,!. ,,,,,... or cancel the A0visions of any4ip'.ther,7-4sitate''Or localAaWs regulating , -.-4. construction orNeh*,,performance of work. ' I am authorized/sign for and obtain this buil S i gnatur e : ,..,4-- %,.() ,r6 ate :,...-.::;r:1,.',:` ,T,, — r cz- — ---- ,..., .131tTa: !,! Print Name:. This OerMitshall become null and voicLif,the'mork is not commenced within 180 days from thadate of issuance, or if the work is suspended or abandoned fora period of 180 days from the last inSpectiOn. CITY OF TUKWI Department of Co.. nunity Development — Permit Cent 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 15'15 -UlA PROJECT NAME 0‘k0 SITE ADDRESS INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system 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 ", date and initial. 50 SUITE NO. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT' git BUILDING - initial review FIRE UIREMENT 5. �, CJIVIMEN' (' 514. CONSULTANT: Date Sent - ROUTED) i 1 _rrj FIRE PROTECTION: 1Sprinklers L) Detectors u N/A FIRE DEPT. LEI 1 tR DATED: ;131(r) INIT: Date Approved - O PLANNING O PUBLIC WORKS O OTHER INIT: /��3�93 INIT: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: N- —13 INSPECTOR: 72_- BAR/LAND USE CONDITIONS? Yes S - Yes No E- O BUILDING - final review X BUILDING OFFICIAL REVIEW COMPLETED INIT: 10 . INIT: TYPE OF CONSTRUCTION: UI m SRI. CERT. OF OCCUPANCY? UBC EDITION (year): DYes 1 COI t AMOUNT OWING: CONTACTED /, o r -1 a DATE NOTIFIED BY: ' r (init.) . 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: Pit.) 01/08/93 TY OF TUKWILA epartment of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIF43 PERMIT APPLICATION PLAN CHECK NUMBER DESCRIPTION'< BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE OTHER: •':TO.TAL AMOUNT :RCPT # DATE SITE ADDRESS SUITE # l 7.to Gj. GENT -R PARKWAY VALUE OF CONSTRUCTION - $ 'yo, o0o t:=- PROJECT NAME/TENANT S L ASSESSOR ACCOUNT # Vo03o1 g1io -o1- (commercial) L Demolition (building) 0 Other _ _ TYPE OF LJ New Building L) Addition Lg Tenant Improvemen WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: GAR STEREO /NSTAGL t W q 17-1/46 RM. BUILDING USE (office, warehouse, etc.) W A a cil novst NATURE OF BUSINESS: A e rA I L. WILL THERE BE A CHANGE IN USE? Q No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: /6 3, 2 00 g Tenant Space: /Z 2/ yoo 0 Area of Construction: 6 Sa 0 tib WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? &I No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER 5veGpN b - SPORT mART(ToN y PAPp,#,G Ail pa, 'PHONE 706. 9G6 , /i0.n ADDRESS `, 1 2 3 3 W. D E Al .95.7-Fi? 9 r, EX►• 3 3 I, L i N/4E5, AG , PHONE 006 ZIP 606, y8 , 02_6, 0800 CONTRACTOR lA W CD. ADDRESS 410.10 1..4K G Wo4r3Htivarvev pt. vp., voile 10/ ZIP 9 g0 3 3 WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT -1-'A0P --S(N 5145 4 , 55UC, PHONE 0701 ADDRESS 603 5 TEwfil t1 5T , , 5 V ITS' 0 500 1 geATT'L EI WA. ZIP 6 /,p/ 1: HEREBY :CERTIFYTHAT :1 HAVE' READ;AND .EXAMIN.ED THIS: :APPLICATION AND .KNOW THE SAME:T BE :;TRUE AND: CORRECT, AND;:1 AM AUTH ICED. TO APPLY;' FOR` THIS;P.ERMIT PRINT NAME ER��- t oA) BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE DATE / Nov, y3 ADDRESS 60 3 5 0-1 X17 _ Soo ')NTACT PERSON ,4-(3o V E PHONE 206, • 5e, • ©y oy CITY /ZIP $4,4.' -r-z,a 4e, /a/ PHONE �6 a vr. APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. in all cases, a valuation arnount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Departmepkai5mmunity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED AITY Of YLfi Wu p. DATE APPLICATION EXPIRES NOV 2193 6- z-- ?4 PERMIT CENTER COMMERCIAL SUE3MITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS. I j Completed building permit application (one for each structure Assessor Account Number :. r7. Two sots (2) of the following: Specifications I I Structural calculations stamped by.a; Washington State license r1 Soils report stamped by a Washington State.licensed engineer.. Topographical survey: Energy calculations stamped by a Washington State licens engineer or architect Li Legal description Working drawings, stamped by a Washington State License i architect, which include:. . • Silo plan • Architectural drawings. • Structural drawings • Mechanical drawings • Elevations •.Civil drawings :. • Landscape plan Completed utility permit application ! Six (6) sets of civil drawings NOTi:.See utility permit dpplicationand checklist for specific utrbry submittal requirements. one for.entlre project RACK STORAGE Completed building permit application i Assessor Account Humber Two (2) sets: of plans, which, include::.; 1 1 Building .floor plan showing; Entiro_space.where racks will be located Exit doors, Dimensions':of all aisles. nTenant space floor plan showing rack storage layout,: aisles and NOTE: Includo dimensions of racks (height ;width and length); aistes .: and exit ways on plan. • L 1 Structural calculations stamped by a Washington State licensed engineer. (rack storage 8' and over). RESIDENTIAL NEW SINGLE-FAMILY. DWELLINGS /ADDITIONS it COMMERCIAL TENANT..IMPROVEMENTS.: ✓ 'Completed building permit application {one for each structure • tenant) >_ ✓ Assessor Account. Number Two (2) sets of construction plens;;which include ,' Site pfen Location of tenentapace %;Existing and.proposed perking • Landscape plan (if applicabie,1 a clia Overall building plan • Tenant location %!U o of adjacent (cemrnon::wall) tenant Overall dimensions;of building or square footage :F oor pion of proposed tenant space Tenant space pien withuse of each. room labels__. • Exif doors; egress:patterns New walls;. existing wall, and walls to be demolishe • Construction.: details .Cross sections showing wall construction and method'o attachment for floor:and ceiling Structural calculations stamped bya •Washington State licensed e n gineer maybe. required tf structural work; is to be:done (2 sets NOTE 1l any.'uhllty work is 10 be done; submit separate ur luy perrni : application' and plans REROOF :Completed building permit application (one foroach structure :Assessor Account Number::: Narrative' describing existing •roof ;matenal.being d; and. 'material being installed I'OTE A certification letter is required prior to final inspection Arid si, off of rhii'permn remove ANTENNA/SATELLITE; DISHES Completed building permit application Assessor Account. Number; Two (2) sets of plans, which include. Site Plait: (showing building and location of: antenna/satellite: Details antenna/sateliite dish and method of attachment.:: Structural calculations stamped bye Washington : engineerfmay be required State,ilcerse RESIDENTIAL :REMODELS :Com leted building re p g permif:applioatiort.(on ©for each;structu� Assessor Account Number Two (2) sets of workfig. drawings; Completed building permit application (one for each structure Legal description Assessor Account Number' Two sets '(2) of working :drawings which include Site plan ion plan, show closest hvdrarit iocati ;.. Foundation plan include access to "bup rig; showing Floor; plan width and length of access.)': • Roof • Building' elevations (all views • Building cross - section Structural.framing plans 'Washington; State Energy. Code data':` •Site plan •Foundatfonpfe Floor plan hoof plan Building elevations (alt views : Building cross section ■Struciuraf.framing'plans NOTE 1f any`utihty work Is to be done and plans: must be submitted Ii Completed utility permit application SIX (8) sots of sitepleris showing utilities REROOFS< Completed building permit appiication (one'for Assessor:Account Number Narrative describing existing roof, material bein material being installed " NOTE A ceillrcatlon letter is regwred prior•o final Inspection andsi ,oN ofahe permit NOTE: Building site plan and utility site plan may be combined. utility permit application and checklist for specific submittal requirements:` Additional topographical and soilsinformation maybe required it unique ;. sito conditions,. structure removed; an '•1 o ..1 t':u',\ i✓u J001/001 Post•It'° brand fax transmittal memo 7671 Not pages ► To She Oc _t Ja�es From Q n Co. / .... _. STATE OF WASHINGTON Co. Dept. I y rfr y Phone N c4 a (8 — QZQO aXN F I' � �L 13 Fax# gbcOC— ii IL • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A • . - • '41 .... _. STATE OF WASHINGTON 11 { 4:'. '1.1.1. ti {'1.'2.1' i '•. • I y rfr y it ■ • /.)✓ 1;N Mf' '.: tft(:,�",;' ✓: x•15 =�? ;;.: 1•L « �3' t la1 +0 f1.,iiiii , \I.,1, 1j1}1..�. +`. eii f ,., • -�- ****.************* k********** k• k**A** *****i**k** ** * * *** *k *k*kkk*A•*A CITY OF TUKWI:LA, WA TRANSMIT * *k** **.* ** * *** ?lock**********•******** * * ****kk** * **k*lr* *** **.**k**kk TRANSMIT Number: 93001603 Amount: 227.18 11/02/9 ,?1 Permit. Nn: 893'-042.8 Type: :B• -BUILD NUILDINO PER Parcel, Na: 262304 -9110 Site Add► ^ess: 17550 :8OUTHCENTER PY Paymer►t. Method: CHECK Notatit►ri:. TABASINSKE & ASS Srti:t:. SAO *** k*** k*********** k A******** k***** * **** * * ***A * * ** *k•A **** * ** * *** Account Cade • Description 000345.830 PLAN. CHECK - NONREa Total (This Payment): Total Fees: Total All Payments: Balance: 581.18 227.18 354.00 Paid 227.18 227.18 GENERA TOTAL CHECK CHANGE 5967A000 227.18 227.18 227.18 0.00 1647 *•A *k * *k * * *k **k * * *kk•k•A * * * *:,* * kk,**,* kh * * * * *A * *k * * * *k ** * *k * * *kk *k **.. CITY OF : TUKWIL:A', WA TRANSMIT ***•******************************* ******k*,k * * * ********* **** *** ** 'TRANSMIT Number 93G Ole 6.y Amount: X354.00 1 1/1 2/9 3 12:.58 • Permit • Noi _ D93 -O428' :Type: B:BUILD '.BUILDING PERMIT ' Parcel: No 262304 911 0, . Site.Addreos..'17550 BQUTHCENTER PY :Payment: Me•tthad„ `CHECK, Notatiand 'U. M. RAFN• CO.: Ini ' *•k* *A.* tt ** *7444.4 *** *Jr **** ckk ** ** * *k *k. *iFk * ** *kk *kk;ei 4** ** Recount.Code Description Pa:icl. 000/322.100 BUILDING NQNREB 349.50 000/386004 STATE .BUILDING SURCHARGE 4.. 0 Total (This Payment): 354.0.0 GENERA 349.50 GENERA 4.50. GENERA 20.37 GENERA .4.50. TOTAL . . 378.87 CHEC4: 378.87 CHANGE 0.00 6209A000 15 :33 Total Fees: Total All Payments: Dal arice: 581.18 5.81.18 .00 CITY OF TUKWILA Address: 17550 SOUTHCENTER PY Permit No: B93 -0428 Tenant: SILO Status: ISSUED Type: B -BUILD Applied: 11/02/1993 Parcel #: 262304 -9110 Issued: 11/12/1993 *'k * * * * * * * * * ** * * * * *•k ** tic**************** kk*** k*•k ik*• k** *k•k *k *k *•k * *k *•k * * *•k *'k *•k•k* Permit Conditions: 1. No changes will be made< tout the,:planr5- un=,1ess•.- .•approved by the Architect and the Tukw' is ° Building Div`i'sion. 2. Electrical permi,sha11 be ,obtained:;through th'e:Washington State Division; o` ab,or and I }ndustr,Ies and all elect�r lcal work wi l 1 be %n'spected b,y that agency, ,(248 - 6630) 3. All mechani a1'fwork';sha,1r be under separate separ atermit through the City Qf` 'Tukwi 4. All perm:lts, ,inspection• records; ds; and approved pl•ansFshall< maintalned available; at the j;Wsl;te prior tothe start n any cogs.truction`. ;;These,.d;ocu.tnents `arse to be maintained avail� ble Uun.,ti l final inspect;ion approval is granted. 5. Any new cei,T,ing grid and''` 1 igt t _f.ixture instal latian requ,i fed .to.,.;meet" lateral brac,I g'rewirements for Selsrnl Zon f . I, 6. Anyli;#posed3` insulat;.i•ons backirng materrj'a'l'. s :hall have a flame Spread Rating of , 25• ..or'.,"1ess,,,l'arid•;m*ter ial,.,shall bear ident'i- f i ca ion stowfi •, the fire p ef o r in eh a e i r a t i n 9i thereof 7. Al construction to be done .;in `.'conorman c e ,w.i th approved plan and regiirementsof heUniorm u i 1d.ing Code (,1991;° Ed 1 aended�'by' the Wa's;lii,ngt,d0,- State' Bu i 1 d i ng :Code ,. Uni 'm Mechanical C.o;d,e•',�(;1•,991 E'di�ti;on);r'and;:Washington 5'tatoe Enetig'y� Code 1.(1991 Second Edition)!d._., „,' 8. Wheri'.spec-ia1: inspection is required fl °'ei•t'her ..,the';owner,, archlyttecto,r engineer shall notify,' the��T'uki'1�a Bui,itdirigt Divis��ioh Hof:. appoit3tment of the inspection a`gen ies prioo the fit, buildingy rinspection. .Copie.sJ of al l`=spe'cial inspecn reports sh +all be submi •tted'''tothe.'Btrl1din,g , Divisioi l a timely manner. Reports shall, cdntai,n;..addrens.,F, project 46e, permit nurriberns and type of: ,,inspection',beirjg.,.» • r performed 9. The special •ln'sptector shall submit a final signed repor ti f ” s;5 z i stating whethet^�``t.he work requiring spe�cial inspec,t;i�gn:''was, to the best of th.er�i,nspectors ;;knowledge ;, in conformance with approved plans and ,specificatiohs 'and"" theappllicable work- manship provisions of °fhe`°IJBC -: 10. All structural concrete shaA1..b`e: spec:la, inspected (Sec. 306 (a) 1, UBC). 11. All structural welding shall be done by W.A.B.O. certified welder and special inspected (Sec. 306 (a) 5 UBC). 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be con- strued 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 Fire Department Review Control #B93 -0428 (512) Re: Silo - 17550 Southcenter Parkway Dear Sir: John W. Rants, Mayor November 5, 1993 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Exit doors'shall be openable from the inside without the use of a key or any special knowledgd or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor of aisles shall be maintained at all times. (UFC 12.104(b)) Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) 2. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. Ao sprinkler work shall commence without approved drawings. (City Ordinance #1646) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. When fire dampers are required to maintain fire resistance of construction, they shall be installed in . accordance with their listing and UBC Standard No. 43 -7. (UBC 4306(d)) Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as City o� Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 3 specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. ' The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 42 -B of The Uniform Building Code. (UBC 4204(a)) When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (UBC 1704'(b)) 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, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 5.3anuary 1994 • Tacoma (206) 627.4477 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: Silo 17550 Southcenter Pkwy. W e herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Reinforcing steel 2. Reinforced concrete 3. Structural steel fabrication and erection. Copies of all reports have been submitted to your office or are enclosed. Very truly yours, OTTO ROSENAU & ASSOCIATES, INC. 2• Otto M. `Rosenau ° cc: J.M. Rafn Company RECEIVED .JAN 0 7 1994 COMMUNrFY DEVELOPMENT OTTO RO LNAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 CONSTRUCTION INSPECTION REPORT PROJECT:.• Silo • ADDRESS: 17550 Southcenter Pkwy, Tukwila ARCHITECT: Tabasinske CONTRACTOR: J.M. Rafn EXAM,M 14rIoN PERMIT NUMBER: (: B93042 JOB NUMBER: 93- 332 — ENGINEER: Engineers NW INSPECTED AT: job site • 'INSPECTOR AND DATE INSPECTOR'S REMARKS F. Rose Inspected and approved the resteel and forms in doors 9 & 10 loading ramp 11 -16 -93 wall footings. Resteel is grade 60, as specified, from Salmon Bay Steel. S. Singh Inspected and approved the resteel and forms for the retaining wall of 11 -19 -93 ramp, north and south sides. Resteel and forms per plans and specifications except horizontal resteel at north ramp wall was outside the vertical steel rather than inside face of vertical steel as shown on drawings. Resteel is grade 60. D. Newman Visually inspected and approved shop fabrication of two (2) 6x6 tube steel 11 -24 -93 wall struts and their anchoring into existing wall with parabolts as per plans and specifications. 0.035" diameter E71T -1 wire was used. WABO certified welder: J. Barnes (card expires 7 -1 -94) RECEIVED DEC - 6 . COMMUNITY DEVELOPMENT This report is the exclusive property of our firm for use in producing a final report to obtain a Certificate of Occupancy. Use of this report by any other'person or firm is strictly prohibited without written permission from our firma This. report may' be.a matter of public record at government agencies etc., but it is .public record for viewing only,' not for personal or financial gain. cc: Owner 1- Architect 1- Engineer 1- Contractor .. 1 -Bldg. Dept. City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM s)SW// Permit No. .Y 3 ^ CY Project Name /D Address � -�-�� - i` �C'��q/ Suite # Retain current inspection schedule XNeeds shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Y Fire Alarm: Hood & Duct: Halon: A) Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM D'aZOr T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S -4404 • Fax (206) 5754439 INSPECTION RECORD (~ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • r. = ; r I ype o nspedan; Mar Date Called: II . - Ad • sa 5. C5 L �- v Sp n ostrua ns: /f &) / Date wanted: 4/ ^ 1 9e/ 0 Requester: R nester, r /K„- 1 VP r etNo.. /�1�, �� p' � "' 7 �c?" Approved per applicable codes. ❑ Corrections required prior to approval. lice' /1I i'�AIMB REINSPECTION FEE R „UIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 . Call to schedule reinspection. C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 (206) 431 -3670 Pr r e : / Type o ns : 'e :7-, a J s "CC. ' / i frUn data -� '—' h y 4 4.-e. s tide b //G / Date wanted: / ,I4:1 Requester: !- /d�� Phone No.: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' /X. ci . frUn data -� '—' h y 4 4.-e. s tide _/) v0 /-- LA/ //G / Z.,) 1` --e.- rt 9; 4.- r / ,,//,..c 460 /4 5, LA,-S S 64+ *It., 4 ..yo■ O $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. O INSPECTION RECORD Retain a copy with permit CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 rolect: �', 0 - Type of Inspection, t n0-1 Address: I--) ..,, LZ-11.3 PY Date balled: '',, 3.-• 1 Special Instructions: Date Wanted: !� v v(� "ci am. .m, Requester: \d on Phone No.: 9 0 . Approved per applicable codes. [ Corrections required prior to approval: COMMENTS: doiT1It F-, ais 1 t- 5TY1-14-- t) w rf YL i'SC9 A 14 w.6 ,q f i VE-P 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • r.: ' 5 l 0 ype o ns n^•; I VQ, n Address: 1,—/ 550 V v Date Called: Special Instructions: e2 6 Ir ��, , , (� / t � C j Date Wanted: 1 / .- 1 ( r 1� am ,611-.7 Requester: 1 Dv) Phone No.: 5 -7 5 - y2 O ::Approved per applicable codes, /in Corrections required prior to approval. COMMENTS: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 55re: (INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 (206) 431 -3670 17W72; �D ype o ns c : 1g...60 550,0 ( 19 Date Called : / /r _ /i, ,.._-3 Instnuilons. „kL,Q+ ■ '0c1-- . l5 Date Wanted. Requester, a (,.Q �..�- U� Phone Na: — 96/ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: / F C/b— /2. Pr-► P. C. L}s k k,z c,, 1 Fit- ;-o Fit:A hi i 3CL AitPsLoViii.., ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Cali to schedule reinspection. Ct INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ' • :. ypeo .FljpjliMillIll • : • • • nstnwct ons: . (dM-t9)q V - /a15 0 :, a ante/. / _ / 7 1 - 1 6.m. Requester: l C.A. ' • - •... -7.- -. 0, ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: (16 "Mrl r•1 (�'"l �c ra C.A1 I SP�c`c:%t—tW tJ etuav t 0 0 crt QJ N --L l r..J 1 .J L'J W Pri LAS . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinsPection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspectlon. itiS ECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila,--WA 98188 69 aa (206) 431 -3670 • ype o ns.:.. • DrA Jc . teas: .?t. %, .. On 6 strud . t) I :. a r \anted: f """ A I _ amp p.m. Requester. /; �- P�ne"°� X76 —. n - 0 Approved per applicable codes? IX Corrections required prior to approval. $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at , 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. =1••■■••■•••••■•••■•••■■••■•■•■ Dale; • ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 '=JOB No. 2. 1 00.005,JOB NAME DATE SUBJECT. SHEET ' OF BY STRUCTURAL CALCULATIONS TX. FoR CAR STEREO INSTALL SILO - TUK VILA RECEIVED CITY OF TUKWILA uoV 2 b3 PERMIT CENTER ENGINEERS-- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 • FAX # (206) 522 -6698 OB No /225. cJoa JOB NAME 1SI L 0 - WK. L.JI L r9 SUBJECT ,u Un77-f ,ji'J1/ /IPPey Tie/ c.1< s.. EX(sr- - Dejt6<J Ref P9 45/ 2 6/ JUL, # .12Z8 JAFc v ruicw,LR N7,4y- z2 -1nri-z. N 02 rH bi-J4 I / -6 .5 kza •*• 4e11`tV (AZ(AZ:oziJ =24•1 #4 en" ZN. La's _safe Dit,r ' On) ADJ. P/14.57 E XJ Pf1.J�ZS 14-ratn - ,-; 25- I.) ,vE 4aGL. /P'4.. L..JI,.1O 80 nya / exP, P= (0,02)(1,z)(14, $1)0) = 14,zPsp <-4. &) I pl b ()kilo ,J Cs Net -c..) VJ 672 yo rs>r k /u c t,vacs 2 - 6 --e 7-24 c/ C 'a v/t..:s o4-. J10 c DATE /67 -Z� SHEET 1 OF BY ale <- +1 • 2d()I As "j7w c.r p /LIfj7 '_ pej /6,j R e¢ . p 3v /, 31/ OF : , 3O.4,, k 51 32" e,ttt. < mez-t s41-u, rivxxv 0? IiLAawl- 154 /0 A7t,0 s L°OxYo3 ` 4 0 4- .!- ` B.(04 AS= .ozbC, c)02)= 4.72 9 w11 in 44/0 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 OB NO. .106 NAME /k,$ 001 L j SUBJECT L L7 L 6 rte-t FLA LL Suers C413cK eXI,}r i /cA.s list. Fe/t- r/c-gy C/✓' LAr eLAL r (Lo, a w n . . , i►OPC. E E k ( - 40' pe-ye ATE L2- !-A-r. Vi^ez2 05-74-/o, (ZS) C /3 ?5.) 3, .14. I4lpIL Vp,JL M 2 A it. 5-3 k.ft L' PAS- +l ? +3.8 13•5 ls' ( /7S ,3 rt ( , � ) .b2,3Kc.F (069)(41 X131,T)., 2.93"' IG hi" L. 2.9(.1`f 3.GY G•G : 6, 19.Ic eat' 006. 1,5f1��97•' 6,1 =) K P" .cu477C /C 1 /7 61P" S /kiiAl- C • 9. IS sgo t-S.0 C DATE SHEET BY OF /e2.2 D- I`7' L -1C" 3.64 IZ 2- 96y T 001-13 d1� p1L R ii (d,)(z2) . 3.8 4 fr 13'44." X I t" A.) O t: 1 f /L.4s mx I-J/ 44/0v 4< hi 3ai. e/2-4 Perms 32.E • S lie// cA4, c.! L .36,v L .f(114)t 15(14) z SO,/ /kit L -4 5401 -) pL 7 �. * S6) 11t. f L t ityiJ 4 w M) ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 • FAX # (206) 522-6698 \:."5/313 NO. JOB NAME %LL 77% Kai- / L DATE SUBJECT SHEET 'I- C. C.- yz 41,E +S,i 0 • Fe-/t pc- = '25040r) L /%,,SK. c.- Zs -(IA 2 25,u at id T� fy,z(iz)(zs) Sr) %Y1 (51.9.5)3.1r n. /'- f- .pl J Z 6./(, 71(4 P t 24 /c — 19. t) 7( /1 • pL+(Arty 3z z� sa /Cel ry Sam *.e Zz. G 1.43 -3 e .513-r•2.4.1 4-(1- DL = 11. SPJF ,-ART ZO. c� A771z -0 (Z..59 `/OW ,DBC9sfl) t 68 /er x t›,)( + s�� z- i re•.7 - n. ,¢m- Z v • (, 2-3 Cry) t- kV 2. /.s/a u t. T o - / 2s 0.1) t 1377b(� �() 48, o2 1t . , • C-t- /. 3) BY 60 ztr -y3 OF (s,do . 9.e p - f�.s / L - /S" (L() 4o'utriaSe4 • I3 . -Z� -3 L - L 7f,1$ 24. G + 2�8 (r.) 1, W 1 N(J + yi s'OW t ,DL -rft. y 4t1-1- 7v µ//t i /,J & vs E Di1iffl 7o 177-461/ 7u i°/ TL-`%- t-r ie p�� vl�t,T' /9 I•f + IS(9∎1067) Pv - 26.3 (1.4) 4-24.g (1.7) ='76.5 K fr / CAN ,n,u ,h ENGINEERS- NORTHWEST INC. P.S. 6869 W00DLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 • FAX # (206) 522.6698 'Joe No JOB NAME ,c7C -0 -- wic 1....i+i_.4- DATE SUBJECT SHEET OF BY ,0f21-4-- G H6'61( E"K WT OE3 / 6 •) M u= 9¢, I /N ? 4,4. G P 3$.�M Pu = 5-9.1 k . — Pl; d'L = P r.. • Cifrck. 46.4/- sr• CAA'? oeic G+v'/*91 -'7 fr./ ttYl. tie.. 1 f)J C (JJ2.r/`e. tir edit -y iov #,2 it N Q L 213,,3 6 6 7Y 1, 1: . �fty.221�`II�L•, � Z6-0.9t, i,•. . I i r cf. c • 0 12. �• -y 11. L r 73✓5 -* mar % 1 • I- I .1 1 0 1 2 4 2 :3 9 10 11 12 13 14. 15 1 S 3;024 ;i' -:t 1ix■P 5 5 4 3 L -2 -3 AWL (K x 1e+'32) JOB ID: SILO TUKWILA R�.9I ID: EXIST 12X13,5 PILASTER U /IEZZ +WALL LAT LOADS p •.S AM : Concrete Column Design v1,01 PAGE NO. 1 INEERS NORTHWEST, INC, TIME : Fri Oct 29 10:12 :43 1993 OB : SILO TUKWILA JOB NO. : 32 RUN : EXIST 12X13.5 PILASTER W /ME1I +WALL LAT LOADSDESIGNED 8Y : CHECKED BY: ‘'-41 DESCRIPTION CONCRETE COLUMN DESIGN (CODE: ACI 318 -89) METHOD MODE TYPE SHAPE ANALYSIS DL +LL +SEIS STRENGTH DESIGN TIED RECTANGULAR PDELTA —Fy MATERIAL DATA Es 'F'c We Ec Fsy K /In °2 K /In "2 K /In "2 Lb /Ft "2 K /In "2 K /In "2 60 2.9e +004 •3 144 3.12e +003 • . C0LUHN DATA ELEM 4 AXIS Y .AXIS NO WIDTH DEPTH COVER BRACED .lu Kb Ks BRACED Lu Kb Ks In In In Ft •• Ft 1 �12 14 1.5 Y 12.00 .1.00. 2,10 Y 12.00 "1.00 1.00 LOAD DATA LOAD MONSWAY CASE SWAY CASE Cl1MB AXIS AXIAL MTOP MBOT Bd MTOP MBOT Bd Pu /Pc ,, K. K -Ft K -Ft DESCRIPTION : Dt LLISE1S 1 X -62.3 . 90.4 0 0 1 Y -62.3 0 0 0 DESCRIPTION : Dl +ll +1 /2SNOW +WINO 2 X '-10.1 40.3 2 Y -70.1 0 0 0 K -Ft K -Ft 0 0 0,50 0.00 0 0 0.00 0.00 0 0.50 0.00 0 0.00 0.00 REINFORCING SELECTION TIE OR SPIRAL BAR REINFORCEMENT HUMBER OF BARS OESIG DIAMETER AREA OESIG DIAMETER AREA RATIO AREA TOTAL X -FACES Y-FACES In In'2 In In'2 In'2 03 0.315 0.110 010 1.270 1.270 0.0314 5.080 4 4 4 COLUMN PROPERTY AXIS Ise Ig Pcb Pcs 0,1 =F'c$Ag Pub Mub A In "4 in '4 K K K K K -Ft X 91,3 2.460003 1.99e +003 452 48,6 103 109 Y 61,9 1.94e +003 1.43e +003 1.43e +003 48.6 90.3 89.5 sicp AM : Concrete Column Design v1,07 PAGE NO, 2 INEERS NORTHWEST, INC. TIME : Fri Oct 29 10 :12 :48 1993 08 : SILO TUKWILA JOB NO. : 32 RUN : EXIST 12X13.5 PILASTER W/MEZZ+WALL LAT LOADSDESIGNED•BY:______ CHECKED BY: ______ Q1.. FACTOR SUMMARY LOAD SLENDERNESS NONSWAY CASE SWAY CASE REDUCTION FACTOR COMB XOIR YDIR MAGX MAGY MAGX NAGY PHIX PHI? 1 N Y 1.000 1.066 1.000 1.000 0.700 0.700 2 N Y 1.000 1.076 1.000 1.000 0,700 0.100 CAPACITY SUMMARY LOAD REQUIRED- PROVIDED •LOADING COMB Pu Mux Muy Pu Mux Muy RATIO K • K -Ft K -Ft K K'-Ft ' K -Ft 1 -62.3 90.4 0 -62.3 100 0 0.909, 1 -62.3 0 5.32 -62.3 0 84 0.118 2 -70.7 40.3 ' 0 -70.7 102 0 0.428 2 -70.7 0 6.08 -70,6. 0 85.8 0.131 LOAD COMB $ 1 GOVERNS COLUMN DESIGN OK ENGINEERS NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 OB No. SUBJECT J08 NAME �l ' kLA.) ) DATE SHEET OF %l L uhf// ,t- hQ 2.Z 7a . E-XIS r ne2Z.. ,D P �- v! ///rn r 11 (069)(51: ,..t CO /,� {- .D /o)(t'6 J .14515K Lr Le. COL. .. V E' /.bLO(.151 ) S.( ga C.19it,k. et a,f ' Lx 1 c.ie 4is 4(1 s Fitt J G`i s c:or9-0 ra }opt. J a1 S use 1-d■ Tx .112, 1+ . •. 7 °J (3-.,-)s) SY- 414 (IL) (t3'' ColCk 7.s64 cif, Go) 41,02L 0 6%7 sr (sr S rThi OLS BY troCrsr 0„1., PA cA-P:3.41 A le • rv�cKrt. J /z- .D7,0".C,!y, Betz, V I. SJ(z.) .3. O G 25_624_6 t " 3,040-3, `j/ `• _ 2 -147 "c ok 6.�9 • .14 1 kis 77 cafii r vg-re P2ovfp p,m , /:tom 7 QU to4.rt,IL•S I.0631/1•/6~- C4'_ 1:1q.i t v /s,4)64 v ud lexr ENGINEERS- .NORTHWEST CONCRETE WALL DESIGN (version 3.0) 6869 Woodlawn Ave NE 1988 UBC ..Seattle,Washington 98115 • 10:56:46 11-01-1993 po 100 WALL DATA height (ft) thickness (in) added thickness (in) 24.00 5.50 0.00 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf): seismic: Zone •ledgerLL(plf): concentrated load LL(lbs): concentric load LL(plf): horiz load plf (+ inward): REBAR DATA Vertical .114 at 11.0 in d: 2.50 Horizontal min in "2 / ft 0.13 14.2 out (psf): 14.2 3 press (psf): 15.5 100 DL (plf): 60 0 DL (lbs): • 0 0 DL (plf): 0 0 dist above floor(ft): import fact: 1.00 ecc (in): 2.0 ecc (in): ' 0.0 0.0 MOMENT AND DEFLECTION RESULTS t inward - outward Case Pu (kips) Mu (in-k) Phi+Mn (in-k) dell (in) Top of wall 1 0.7 11.4 21.99... 0.11 2 ' 0.7 -11.8 21,99 '=0.11 3 0.7 -14.1 27.99 -0.12 4 0.9 11.1 28.26 0.10 5 0.9 -11.9 28.26 -0.11 6 . 0.8 -14.1 28.16 -0.12 7 1.2 -0,8 28.81 -0.01 Bottom of wall ..® 1 ' 1.3 9.5 . '28.93 0.01 2 1.3 -9.6 28,93 -0,01 3 1.3 -11.5 28.93 -0.01 4 1.6 9.3 29.34 0.01 5 1.6 -9.5 . . 29,34. ' -0.01 6 1.5. . -11.5 29,25 ' -0.01 1 . '. . 2.2 -0.2 ' 30.23 -0.00 LOAD CASES • 1) .901 + 1.3X1 inward 2) .901 I. 1.3Wl outward 3) .901. + 1.43E0 4) 1.0501'+ 1,281E + 1,28W1 inward 5) 1.0501 + 1.2811 + 1.28XL outward 6) 1.0501 + 1.2811 + 1.4E0 7) 1.401 + 1.711 Sheet of SILO TUKWILA TYP EXIST NORTH WALL K factor 0.85 11 w/seismic: % LL w /seismic: % 11 w/seismic: parapet ht (ft) 0.00 0 0 strip width (in): 0 0 Allow defl(in) Comments 1.63 1.63 1.63 1,63 1.63 1,63 1,63 0.58 0,58 0,58 0.58 0.58 0.58 0.58 case case case case case case case case case case case case case case ok ok ok ok ok ok ok ok ok ok ok ok ok ok NOTE in cases 1), 2), 4). and 5) the LL used is 1/2 of the applied 11 ENGINEERS - NORTHWEST. 6869 Woodlawn Ave NE Seattle,Washington 98115 CONCRETE JAMB DESIGN (version 3.0) 1988 UBC 10:37:48 11-02 -1993 po 100 iilbAMB DATA height Ift) width (in) thickness (in) 12.00 . 36.00 5.50 SPANDREL DATA thickness(in) offset (in. 1 outward) 0.00 0.00 OPENINGS LEFT width (ft) height (ft) 8.0 10.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind • in (psf): 14.2 seismic,.. zone 3 ledger. LL(pll): 100 concentrated load 11(lbs)': 0 concentric load LL(plf): 0 horiz load pif (4. inward): 0 REBAR DATA " • Vertical 2 14 d: 2.00 MOMENT AND DEFLECTION RESULTS. + inward Case Pu (kips) Mu (in -k) 3 4 7 .LOAD CASES 3.9 15.2 3.9 . -14.5 3.9 ' 7.6 4.8 15.6 4.8 -13.8 4,6 7,7 6.7 1.7 Sheet of . SILO TUKWILA SAN CUT 8X10 OPNGS add thickness lin) K factor parapet ht (ft), 0.00 1.00 0.00 RIGHT width (ft) height (ft) 8.0, 10.0 out (psf): 14.2 press (psf): 23.0 import fact: 1.00 DL Iplf): 60 ecc (in): 0.0 01 (lbs): 0 ecc (in): 0.0 DL (plf): ' 1020 dist above floor(ft): 0.0 Horizontal min in'2 / ft 0.13 t LL % LL t LL w/seismic: w /seismic: w /seismic: 0 0 0 - outward Phi�Mn (in-k), defl (in): Allow defl(in) Comments 11 .901 1 1.3WL •inward 2). .901 ± 1.3WL'outward 3)' .9D1 .4 1.43E0 4) 1.0501 + 1.2811 4 1.28WL inward 5) 1.0501 1 1.2811 t.1.28W1. outward 6) 1.0501 t 1.2811 + 1.4E0 71' 1.401 •1 1.711 18.53 18.53 18.53 19.55 19.55 19.28. 21.58 0.05 -0.05 0.02 0.05 -0.04 0.02 0.00 0.96 0.96 0.96. 0,96 0.96 0.96 0.96 case ok case ok case ok case ok case ok case ok case ok NOTE in cases 1), 2), 4),•,and.5) the 11 used.is 1/2 of.the applied LI. ENGINEERS-NORTHWEST 6869 Woodlawn Ave HE Seattle,Washington 98115 CONCRETE JAMB DESIGN (version 3.0) 1988 UBC 10:36 :21 11-02-1993 po 100 thickness (in) 5.50 f outward) AMR DATA height (ft) width (in) 12.00 - 18.00 SPANDREL DATA thickness(in) offset (in. 0.00 . 0.00 OPENINGS LEFT width (ft) height (ft) 0.0 0.0 concrete (psi) rebar (psi) 3000 60000 MATERIAL DATA LOADING DATA unfactored . wind in (psf): seismic.... zone ledger LL(plf): concentrated load 1L(lbs): concentric Iliad. LL(plf): horiz load plf (+ inward): REBAR DATA Vertical 1 114 Sheet of SILO TUKWILA SAW CUT PANEL OPENING IOXIO add thickness (in) K factor 0.0 1.00 RIGHT width (ft) height (ft) 10.0 10.0 14.2 out (psf): 14.2 3 press (psf): 24.8 i port fact: 1.00 100 DL (plf): 60 ecc (in): 0.0 0 DL (lbs): 0 ecc (in): 0.0 0 DL (plf): 1020 0 dist above floor(ft): 0,0 d: 2.25 . Horizontal nin in.2 / ft 0.13 MOMENT AND DEFLECTION RESULTS' + inward Case Pu (kips) Mu (in -k) 2 3 4 LOAD CASES 11 .901 + 1.3WL inward 2). .901 4 1.3WL outward 3) .901 +.1.43E0 1) 1.05(11 4 1.2811 + 1,28W1 inward 5) 1.0501 f 1.2811 + 1.23$L outward . 6) 1.0501 4 1.2811 + 1:4E0 7) 1.401 4,6 4,6 4.6 5.6 5,6 5,3 7,9. 19.6 -17.4 8.3 20.9 -16.4 8.4 2.1 1 LL LL 1 LL w /seismic: w /seismic: w /seismic: - outward Phi ;Hn (in -k) dell (in) Allow defl(in) Convents 21.96. 21.96 21.96 23.29 23.29 22.94 25.92 0.06 -0.05 0.02 0.06 -0.05 0.02 0.01 0.96 0.96 0.96 0.96 0.96 0.96 0.96 case ok case ok case ok . case ok case ok case ok case ok NOTE in :aces ll, 2), 41. and 5) the • 1L'used is 1/2 of the applied 11 parapet ht (ft). 0.00 FNtN • >+5 • I'�• -�►� i . • r • t.1 -,of •• .1 • . ▪ • ; • \: 1 • • 1. , - . . • . •;: • • • I. • • . • • `, • • .. • • 7. •; h • • , • " • i 2 •.5ECT•1 G N K- • • ,.:r. ti • ' I •. �`- S%'x ?5 &"/ u -srmAr • w z - 925). E3c)1.T� T�-IKu OEAt-1, . F; 5%e?(1 Co GA , X•.[o7 , , 57`EZL. NA1L1�K T0' `t"(: or GL . • • 51M1'ON , PA?: 2 x 14' w /51M PUKL.1N ANCHOK 1•- 4ANGEK� G ! STWAU ; •. a• l.•E VAT" Oh15 •• . . -. • ':'. A�fJ P 1tg. I h�l:F I • •, ; ;: ; KECAST. PAt L . °`. •VAT104 ` ¥MAX..3PACk. . f ^I, toff r:1• at 1ST. �•T, •'. 1':. • (1' r • .. • • • .. ,,rk.%•x .124,y ' •• . li.'w/ 2: 9t, A ©rCoc..• ., :4.. ' •a ,r1c®V(LE 3,e 1•',l?1LASM ,,onrr .•.t... • r..,, ., •r i • 4 . 1.: WALL:. •,Fri . • • A • •4) • • q • 3 NnN .. PLAN ENGINEERS-NORTHWEST RETAINING WALL DESIGN (version 81.01) Sheet of 6869 Woodlawn Ave NE 10 -28 -1993 SILO TUKWILA Seattle,Washington 98115 08:36:22 2 FT RAMP RETAINING WALL po 100 F.S. OVERTURNING : 2.22 F.S: SLIDING = 1.50 w: 350 psf 0.00 ft 1.50 ksf i4 J4 Surcharge: 250 psf K t: 8.00in. 4I 8.00 in.(wall) $ 2.50 ft zero pt.: 2.12.ft. Equivalent Active Fluid Pressure : 35 pcf Equivalent Passive Fluid Pressure s 200...pcf Allowable Soil Bearing : 2.00 ksf F'c : 3.0 ksi Coefficient of Friction Fy = 60.0 ksi 0.35 STEM DESIGN' (8 1 /10 th Pts. s 0.30) Mu (ft -k) Vu (ksi) d (inches) As (sq in) t Pbal 1 0.0 0.001 ' 5.63 0.00 0 2 0.0 0.002 5.63 0.00 0 3 0.1 0.003 5.63 0,00 0 4 0.1 0.004 ' 5.63 0.01 0 5 0.2 0.005 5.63 0.01 1 0 0.3 0.006 5.63 0.02 1 7 0.4 0.008 5.63 0.02 2 8 0.6 0,009 5,63 0.03 2 9 0.7 0.011 5.63 0.04 3 10 0.9 0.012 5.63 0.01'' .11y ey0 3 Ai( k 9.)14 6.53 0.06 'V Q 00 100 2.0 ft 1.0 ft t: 9,00 in R w: 88 psf 219 psf HEEL DESIGN (to teel) Min vert 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12. 0.12 0.12 w Min horit 0.19 0.19 0.19 0.19. 0.19 0.19 0.19 0.19 0.19 0,19 , ki.o. lbl A.,..,rz- J 4V/15 dg. ENGINEERS- NORTHWEST RETAINING WALL DESIGN (version 87.01) Sheet of 6869 Woodlawn Ave NE 10- 27-1993 silo Seattle,Washington 98115 10:58:04 ramp retaining wall DO 100 • F.S. OVERTURNING : 1.94 F.S. SLIDING : 1.50 r� w: 500 psf 0.00 ft ./ 4 I) 4 Surcharge: 250 psf •i • t: 8.00in. J . 8.00 in.(key) .8.00 in3..(50 wall) ft 2.47 ksf .�■ zero pt.: 2.55 ft. Equivalent Active Fluid Pressure 35 pcf Equivalent Passive Fluid Pressure : 200 'pcf Allowable Soil Bearing • 2,00 ksf F'c : 3.0 ksi Fy : 60.0 ksi Coefficient of Friction • 0.35 po 100 4.0 ft 1.0 ft t :12.00 in 6.00 in : 88 psf w• 298 psf STEM DESIGN (e 1/10 th Pts. : 0.50) Mu (ft -k) Vu (ksi) d (inches) As (sq in) % Pbal Min vert Min horit 1 0.0 0.001 5.63 0.00 0 0.12 , 0.19 2 0.1 0.003 5.63 0.00 0 0.12 0.19 3 0.2 0.005 5.63 0.01 1 0.12 0.19 4 0,4 0.001 5.63 0.02 1 0.12 0.19 5 0.6 0.010 5.63 0.03 2 0.12 0.19 6 0.9 0.012 5.63 0.05 3 0.12 0.19 7 1.3 0.015 5.63 0.01 5 0.12 0.19 8 1.8 0.019 5.63 0.10 ti,, 7 0.12 0.19 9 2.4 0.412 5.63 0.13 S 9 1 0.12 0.19 10 3,1 0.026 5.63 0.17 t e, ` 12 0.12 0.19 HEEL DESIGN (top steel) 4.3 0.022 9.63 0.13 (`x4)We'9 • • , wl Gil t-1 Pst4 tJ` y 24N &K /S • w.., • •..ate . w � • ' r "� :M. •, - ... 0/1.x5i/z,#/I g.ri.. ., X2%2• "x•� /ICo• u• srmAr .7.1-10 EAM, •. F : 5h ,x C .1.4) GA, x." . E '51L" ('•NAIL K YO' • .1,:i!... t;'.. " CAZT WALL- ' , •. ';;' ' L` ..•:54s* EVAll0145 •1 ; • ''':''t' .• T'TP�'. '&LL3• e EL i:''• ` I r I,� %r , .,. $113 L>v. 5Ih1tx.. tJ.PA2� 2x14' w/51tH UKLIN ANC HOP: '' 1- •IANGEKS c. 1 >I • t EGA TA Is1i . • • 1): • . .,, ...I: " . • irt.g. .x.,7 cp.. _ I f•-•-•.-.10 • • • 1 .r ;:; •C'n'?x ;/g" x 1. 1 f ?y • g re .wf 2 :9g,+ 1 , • I* mr~ cot.. • • 4. 1111. ff. /.:� .. • • CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * F EVISI N SUB ITT o.,EFeb zy, \tcfLf REVED CITY OF TUKWILA FEB 2 4 igg4 PERMIT CENTER PROJECT NAME 1\___C> ADDRESS 17 5. ✓b S ' e1s•V V° el"(;)Irr X101 CONTACT PERSON •iet4e.. ,PHONE Arg r ARCHITECT OR ENGINEER N PLAN CHECK/PERMIT NUMBER 34s c'4Z' TYPE OF REVISION: �� oel{V" c storrercii of" SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: APPROVED FEB 2 4 1994 RS NuiLu BUILDING DIVISkON. 02/22/94 19:23 FAX 206 889 1100 J M RAFN CO TO: IT T H E C O M P A N Y FACSIMILE MEMORANDUM Ken Nelson DAT:Iz: City of Tukwila, Building Division Phone: (206) 431 -3670 Fax: (206) 431 -3665 FROM: REFERENCE: Silo Tukwila Car Installation Bay 17550 Southcenter Parkway, Tukwila, WA C� ooi RECEIVED FEB 2 31994 COMMUNITY DEVELOPMENT February 22, 1994 Steve Buwditch Note: MR. NELSON: ON BEHALF OF SILO STORES, WE HAVE INVESTIGATED WAYS IN WHICH TO OVERCOME THE THRESHOLD PROBLEM NOTED TN COMMENT #1 OF THE JANUARY 18, 1994 INSPECTION REPORT. THE POSSIBLE SOLUTION WE FIND MOST PRACTICABLE AND RECOMMEND, IF YOU AGREE, INVOLVES MODIFICATION OF THE EXISTING DOOR ASSEMBLY (PLEASE NOTE THE I.ATCLOSED SKETCHES). TIM BOTTOM SECTION OF THE OVERHEAD DOOR WILL BE ALTERED TO ACCOMMODATE ATTACHMENT OTC A CONTINUOUS, 1 -INCII THICK BY 5 -INCII WIDE "THRESHOLD" FOR THE FULL 8 -FOOT WIDTH OF TIIE DOOR. TIDE WIDTH OF THE THRESHOLD IS NEEDED FOR STRENGTIL IT W:LL EXTEND 3 OR 4 INCHES BEYOND THE INTERTOR FACL3 OF THE DOOR. THE 36 -INCH WIDE PERSONNEL DOOR SECTIONS WOULD BE REPLACED SO TILAT THE BOTTOM WILL EXTEND TO THE NEW "THRESHOLD ". TO COMPENSATE FOR THE I -INCH THICKNESS OF THE STRUCTURAL THRESHOLD, A 1/2 -INCH THICK RUBBER. MAT WITH TAPERED EDGES WILL BE AFFIXED TO THE CONCRETE FLOOR SURFACE ON BOTH SIDES OF THE PERSONNEL DOOR PLEASE AL..vise US AS SOON AS POSSIBLE ABOUT THE ACCEPTABILITY 0I' THIS SOLUTION. IF YOU HAVE QUESTIONS OR COMMENTS. PLEASE TELEPHONE. ME DIRECTLY, THANK YOU FOR YOUR HELP. 4.Al&gr Transmitted: 1) INSPECTION REPORT DATED 1/18/94 (NOTE COMMENT NO. 1) 2) 3 BA CLARIFICATION SKETCHES DATED 2/17/94; PLAN VIEW PLAN VIEW I;DETAIL INSIDE ELEVATION - STEEL SECTIONAL 4 cITV O 1011.AW o R AYt EE) it 1994 II.D►NG DIVtS1ON P.O. BOX 4229 • BELLEVUE, WASHINGTON 98009 PHONE: (201i) 828 -0800 FAX (206) 889 -1100 02/22/94 19:23 FAX 206 889 1100 J M RAFN CO 01 -10 -1900 09:55RM F ''1 TO 00E 00 5 INSPECTION RECORD Ei,3 > Ecn�rl+� &main a copy witti�permlt rze CITY OF nactv8LA1 BUILDING DIVISION 6300 Sauthtentar Blvd., #100, Tukwila, WA 98188 (205 ) 431-3870 D DUO RE SPE t ' FEE REQUIRED. Prior to reinspection, fee must be pad at 6300 Souttroenter 8fud.. Suite 100. Cod to schedule reinspection. - -1 : 1002 • F.O1 TOTAL P.01 02/22/94 19:24 FAX 206 889 1100 J M RAFN CO i 41003 ' ., • 02/22/94 19:24 FAX 206 889 1100 +me :1: • • ' i • J M RAFN CO E 004 02/22/94 19:25 FAX 206 889 1100 J M RAFN CO FIO b - • •-r. — a 0 0 5 • / ••• • wor •••••••••••••••••‘..m.4.m4 .. •• ••j.• •ter . �...ewe..•••�■ • . •. — .ia�.....=. • •• r -. _ ...ra N .4441iP OW Inr.A...e. EA ev ck-tt Iv‘ S-ttel 0,1)eti 02/22/94 19:24 FAX 206 889 1100 J M RAFN CO !;.• © 0 • ,c 01 .. r . Oct.. rJ r LJ 003 t • • •• L er} ••• • • • i. M. 4 `a • 3A. NR . iii;C\I , .11 9,,I, to , =I 1 . • ! •I 4! 3 Lu "› z t1 • .—...., I I1 . — n. .t•• 02/22/94 19:24 FAX 206 889 1100 J M RAFN CO Ia004 •••••••.. 02/22/94 19:25 FAX 206 889 1100 J M RAFN CO P (J 005 !1`r v a 1y} 0 • ,..,., .. - •-._s 1 3C c,"4"1 Reskove di- II 'tLa pipe D',fz.`1' Tat. (he er Inc) . , Steno"' 11/08/93 11 :55 FAX 206 133 1833 t CITY OF TUKVILA 0002 CITY OF TUKWILA- 6300 SOUTHCBNTER BOULEVAPJD TUXWILA, WA 98188 * REVISION SUBMITTAL 93 PROJECT NAME _ 4/ LO C-An /NS rAL- ADDRE ;s RECEIVED CITY OF TUKWILA NOV 9 1993 PERMIT CENTER /755o S" G a/v7 lz: 2 P, Kv✓s9- y, ry 1-1/L,q CONTACT PERSON iM G 7i1 o M P s° N P: TONE 70G. 5 S ARc 3rrECr OR ENGINEER TA r3,1-s r DVS a a ¥ 1-s s 0 4 . PLAN CHECK/PERMIT NUMBER ° 3 d 2 8 TYPE OF REVISION: P L-ETe- &t/,k/T" /N G' AR f'4 /? o o M */? o evi C 4 /? /A/ s i'� G C.• FA, T2 Dv GE NvM 1316/2 vF /v/' IA/ T/"( vc K vPe/'/ A/65 FreoM 3 7`,0 2 . SI- ErI ER(s) A/I AS/ AS 51 "Cloud" or highlight all arms of revisions and date revisions. SUBMITTED TO: 11/19/95 04140 r S 206 628 6162 603 STEWART STREET N500 • SEATTLE, WASHINGTON 98101 Telephone 5 8 7 - 0 7 0 4 Facsimile 5 8 7 - 0 8 0 3 P.01 gA5 o <cZ$ RECEIVED NOV 9 1993 COMMUNITY DEVELOPMENT FACSIMILE TRANSMITTAL TO: Peff Va 4.,41 SON /Ke/V / t / 4 - "ON PX' : 43/ — 3, 5 DATE: L/' PROJECT: %j' /GO GAR /NSA skLL " L /Z. 4 MEMO: /?e-f 4 /v C t4' 77-iE L'>EFL. ec 770 / Gf�J.kNN 1.. si-r The row vF ,I w ijkL oV G H SHE p /.v ?'-f -rte I', .•a; W l4va s 'r-rr Nor .077 "eve rtift/,-L AM et ,Aff Y/ Aee v/?P,Na To /347 ic4-fe N t e vF eN6 /..i ceri s /voterr/w ms's T (Pi ?o ✓ecr 7-71e ctt.RNVVet- Lots PliT N T� Ior26 v A'r G �.4 t l�' i N 6. (4F 771e. eivim 6)-A' Bt>, i4/ 7 fl'E 4 s /= vr-z'rte. iiA.A- ttlivG' o/ 774,E Ez2A .N/A/ E, seep rREGISiERa� BY: Ere l C t' Q eV/ P--Ca /LJ ,,� /'' 1 ,NS A OF WASHINGTO Date: November 1, 1993 Project: Tukwilla Silo - Auto Install (Jafco Warehouse) Southcenter. Parkway Tukwilla, WA RE: Lighting Power Budget Calculations 1. Maximum Allowable Interior Lighting Wattage ( I.L.P.A.) Car Install ; 1,000 sq. ft. x 1.7 w/s . ft. Office /waiting; 500 sq. ft. x 1.7 w/sq. ft. (I.L.P.A.) TOTAL Allowable 2. Interior Fixture Schedule Fixture Type Qt Total Watts 1700 watts 850 watts 2550 watts Total Wallace F1 6 146 876 F2 12 117 .1,404 Total Interior. Wattage 2,280 watts 3. Maximum Allowable Exterior Lighting Wattage (E.L.P.A.) - No changes to existing exterior. lighting. Date: November 1, 1993 Project: Tukwilla Silo - Auto Install (Jafco Warehouse) Southcenter Parkway Tukwilla, WA RE: Energy Calculations Prescriptive Path calculations for new Glazing 1. Gross square feet of exterior wall area. (544' + 300 + 300 + 264) x 24 feet high (Lin. sq ft ext. wall x wall hgt) = 1,408' x 24' = 33,792 sq ft ext wall 2. Gross square feet of existing glazing. (19 windows CO (8' x 5')) = 760 sq ft (4 windows ® (8' x 21')) = 672 sq ft 1600sgft 3. Gross square feet of New Glazing 8' x 10' storefront = 80 sq ft 4. Summary calculations 1600 sq ft existing +80 sgftnew 1680 sq ft total glazing 1680 sq ft = 5% of 33,792 sq ft total exterior wall area (32% allowable) therefore OK. CITY R8 RECEIVED F TUKWILA NOV 2 199,E PERMIT CENTER r CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B93 -0428 Status: PENDING Keyword: UACT User: 1677 11/03/93 BUILDING PERMIT Tenant: SILO Address: 17550 SOUTHCENTER PY Type: B -BUILD Vers: 9101 Screen: 01 Base Information Parcel No: 262304 -9110 Owner: PACIFIC NORTHWEST GROUP A Validated By: SAO Plan Ck Approved: / / Status: PENDING Applied: 11/ 2/1993 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Final Notice: / / Nature of Work: CAR STERO INSTALLATION AND WAITING ROOM Location: Category: ACOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: C -2 Gas /Elec: Census Code: 437 # of Units: # of Bldgs: 1 Pub Own:N Streams: Slope: N Wetlands: Water:TUKWILA Sewer:TUKWILA Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 40,000..00 Fire Protect:SPRINKLERED Type Const: III -N Type Occ:0023 STORE UBC Edition: 1991 Occupant Load:7 Occupancy Grp :B -1 /B -2 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 11/03/93 Activity document routing maintenance. BUILDING PERMIT Permit No: B93 -0428 Tenant: SILO Status: PENDING Address: 17550 SOUTHCENTER PY Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Approved 11/03/93 11/03/93 11/03/93 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): Comments 1[OCC. LOAD 2[EXITS 3[ 4[FIRE PLEASE REVIEW AND COMMENT. .00 Overtime Hours(HH.MM): 7 TOTAL FOR B -1 INSTALL. O.K. 1 ] 5[ ] 6[ ] 7[ ] 8[ ] 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. %rsue^`irs vI"P74. "44,AIi N,c1 r•-.q. Nola -714 • rt JAPCO ewe. tAS=.4■40•41S G.n 1g c ic+' / cc/ ;.is :X t7 W -\ _ :: G!`: = ::77?L.fr T /G?N _ 1• �J�� -'fir !- TIT1 , T t ; rnTrrrirr ilt�ll�►� r oer r- SEPARATE PERMIT REQUIRED FOR: Y(MEGVIANICAL XELECTRICAL 0 PLUMBING XIS PIPING CITY O TUKWILA BUILDING DIVISION di undostand thatthe Fijan Check approvals are. • htec$toe ?rorsandotanis ior►sandapprovalof •.:s-...Cloes not authoon. ;::r'violation of err}, GITi�d COft@ O: C/ i.il?i: r' ;- :�t ;eit /fi' of ctlin7 . or's copy of approved fl i. i nrrtvlertfl lsi. 11110211PW100 spAinktrall project number drawn by .•••■.....,..■.'_.,.._,,,s • * o Parkway Plaza north 1 �r :A. e,TA, 't 'i,+ SPECIAL INSPECTION BY AN APPROVED TESTING LABORA.TORY IS REQUHLED FOR THE FOLLOWING. CoNet,cre4 Test pectSes trf cant eenalaeest wetter of yea annteuest ey,.arter ow of t* saot t (porter Of tro toae rout **nee if Settees H. Teweofp ti earth, lance 4 East, il.Pi., im the City a/ Teaa,iia, atm tawny, ststeleolma►, 4escrts.e as folio": i-sing at a point aae'the notta lima of said seer et *rester of the saa,talent Scatter disuete f f .140.;6 feet eesiettle Of the V*rtkodet Wrote et said seat st (plotter of .tee se:Nina/at quarter; Thence S O1°13•15" a parallel to the own lbaa Of said saistPitant tirtarr at taro soutaeast quartie. a elstaaato of SfiS.00 feet to toe. try tiatlit of begla uttn; . • Thortue Caatilt:sin S Q1 °12'ffi' 14 a dlataaca of 041.00 fay . Tieea e 0 WWI** Seutheentaue Partte►ls/ *once N 11 °S9•33" aistags@ of 400.00 Tleeetla $ *711$1 $3° Theas=a l Orolrer Thaw S arss'S3" Thong. ti {)2'04107' Thence S g7'SS'S3' Taairce! N eir0j'O7 °, Neat. S O)agS'S3. beginning. • V a dis?tanro of 570.04 feat to the eon wrote of N atoase t *eat oargin of Soottace,ttatr heavily a Coati t a distawee of 23$.00 feat; E R !Haunt* of 1i.00 het; C e distance of t6.O0 feett E a diatom* of 10*.00 E 4 distance of 20J.0O fact; distae:ce of 40.00 feat; South Center Parkway, TukwilIa, WA 4, SILO, A DIVISION OF DIXONS GROV PHILADELPHIA, PA 1914 E a dietetic* of ASS.00 fee; 0 that trio Pe tot of :s 603 Stewart St. #500 Seattle, Washington 98101`; Phone (206) 587-3704 Fax (206) 587 -0803. THESE : INS PECTIONS SHALL BE ADMINISTERED AS DESCRIBED IN U.B.C. SECTION ' 306 PRIOR TO THE FIN AI., BUILDING INSPECTION. SITE PLAN -. scale COPYRIGHT ®1993 7A$ASIN9KE AND ASSOCIAT$ $, ALL RIGHT'S RESERVED A:' i". YRt; sgS�i' u# f. 1i�f' iA;' c" i{.•' x" �tT: ts�:...�Y..vs.YYrk�;.:JC?t "J.L. 'F.- 'iili3 r -s -- ,•� •P! ✓> -. 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Plc-k. 4 L. 7- v /P,N6 Pte'-. •�V ot v M 8 c.f.Y, GJftLI- aLR )/1 4✓.PwLs e1" 2.4E.E N. 2 K.Oceii )// G Jo C, k V ii-4;311r� IEi� k- Q a CT I 0 3-1 1 1 - i;1diPf-.4O1,.1 L."P'T !`! c 41 -011% WI 9/4" HlL-ri KNIK. 1...r (51,413 EX) 4 !~'x:: 3T M ZZ r'L�L 6"r pL YthIC:�� `; 0t.i CS Q Is 11 1 'C? n p 1L. --re Ul^ t 14. -^s" I0 cC , �� 7 11 f�G l I _ - �� 13-r. x 11-"q _rJ•F, X 'LfAT BL-i< v'T AID° L- C7tr.AT (C7,1 . v / P/Yt EIENOAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE COt : UNIFORM BUILDING CODE -- 1991 EDITION ASTM'S LATEST •EDITION IVE LOADS ROOF,....25 PSF WIND 80 MPH, EXPOSURE B SEISM /C.ZONE,....3 V r ZIC W /RW = 0.3 *1.X2.75 W/6 :: 0.1315W EgiaPATIO ASSUMED $QTL BEARING 2000 PSF. THIS VALUE IS TO BE VERIFIED BY A LICENSED SOILS ENGINEER PRIOR TO BEGINNING FOUNDATION WORK. THE SITE SHALL BE PREPARED PER SOILS ENGINEER'S RECOMMENDATIONS. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM" OF 2'--0" BELOW FINISHED GRADE. SLABS AND FOOTINGS SHALL BEAR ON COMPACTED FILL TO 95% MODIFIED PROCTOR - ASTM D -1557 OR UNDISTURBED SOIL. g41111A.:EIMIS-QPNOEI5 E s c z 2500 PSI FOR CAST -IN- PLACE CONCRETE - MAXIMUM WATER CONTENT 5.2 GAL /94 LB. SACK OF CEMENT: SUBMIT MIX DESIGN EN ACCORDANCE WITH PROCEDURES Of 'CODE ENTRAIN 6% AIR ALL CONCRETE EXPOSED TO WEATHER. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL IN ACCORDANCE WITH UBC AND ACI CODE 318 -89 PROPORTIONS OF AGGREGATE TO CEMENT SHALL` BE SUCH AS . TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE WATER. FOR ADMIXTURE SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS, MAXIMUM SLUMP 4 INCHES. 5 EUREQS.Q.M.EULEFEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615-78. GRAD'! • 60 (fy =60,000 psi) LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, I'-7.. MINIMUM. UNLESS NOTED OTHERWISE. CORNER BARS (1'-7" LEND) WILL BE PROVIDED FOR ALA,. HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACT MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WXTH STANDARD ACI HOOKS. . COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACE$$..WEATHER & EARTH FACE 1-1/2 INCHES ..INTERIOR FACE 3/4 INCHES aLEVQTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO TH STRUCTURAL. STEEL ASTM A-36 TUBE SHAPES ASTM A-500, GRADE E3 WELDHEAD STUDS ASTM A -108 ANCHOR BOLTS ASTM A -307 FOR THE DESIGN, FABRICATION AND , AND THE "CODE OF STANDARD E FOLLOWING STANDARDS: (Fy =36, 000 PSI)• (Fy =40, 000 PSI) (Fy~501000 PSI) PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26E FOR CONCRETE. ALL WELDING TQ CONFORM WITH AWS 01.1 "STRUCTURAL WELDING CODE - STEEL'° WELDS NOT ` SPECIFIED SHALL SE 3/'16" CONTINUOUS FILLET MINI'+UM. ALL WELDS BY WA'SO CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTPODES FOR OTHER WELDING PROCESSES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE. EXPANSION ANCHORS - "HILTI KWIK BOLT 3t - INSTALL IN ACCORDANCE WITH Ic9U' REPORT NO 4627. MASONRY ANCHORS. "HILTI SLEEVE ANCHORS" - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO SE GALVANIZED. SPECXALONP N CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTt'?R SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. _ F'11 I- -, i11. 1 --a-t 575 -0 g i crr v g r-- 7 %" 4. , 'A. 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THIS VALUE IS TO BE VERIFIED BY A LICENSED SOILS ENGINEER PRIOR TO BEGINNING FOUNDATION WORK. THE SITE SHALL BE PREPARED PER SOILS ENGINEER'S RECOMMENDATIONS. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM" OF 2'--0" BELOW FINISHED GRADE. SLABS AND FOOTINGS SHALL BEAR ON COMPACTED FILL TO 95% MODIFIED PROCTOR - ASTM D -1557 OR UNDISTURBED SOIL. g41111A.:EIMIS-QPNOEI5 E s c z 2500 PSI FOR CAST -IN- PLACE CONCRETE - MAXIMUM WATER CONTENT 5.2 GAL /94 LB. SACK OF CEMENT: SUBMIT MIX DESIGN EN ACCORDANCE WITH PROCEDURES Of 'CODE ENTRAIN 6% AIR ALL CONCRETE EXPOSED TO WEATHER. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL IN ACCORDANCE WITH UBC AND ACI CODE 318 -89 PROPORTIONS OF AGGREGATE TO CEMENT SHALL` BE SUCH AS . TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE WATER. FOR ADMIXTURE SEE SPECIFICATIONS. 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS, MAXIMUM SLUMP 4 INCHES. 5 EUREQS.Q.M.EULEFEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615-78. GRAD'! • 60 (fy =60,000 psi) LAP CONTINUOUS REINFORCING BARS 30 BAR DIAMETERS, I'-7.. MINIMUM. UNLESS NOTED OTHERWISE. CORNER BARS (1'-7" LEND) WILL BE PROVIDED FOR ALA,. HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACT MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WXTH STANDARD ACI HOOKS. . COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACE$$..WEATHER & EARTH FACE 1-1/2 INCHES ..INTERIOR FACE 3/4 INCHES aLEVQTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO TH STRUCTURAL. STEEL ASTM A-36 TUBE SHAPES ASTM A-500, GRADE E3 WELDHEAD STUDS ASTM A -108 ANCHOR BOLTS ASTM A -307 FOR THE DESIGN, FABRICATION AND , AND THE "CODE OF STANDARD E FOLLOWING STANDARDS: (Fy =36, 000 PSI)• (Fy =40, 000 PSI) (Fy~501000 PSI) PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26E FOR CONCRETE. ALL WELDING TQ CONFORM WITH AWS 01.1 "STRUCTURAL WELDING CODE - STEEL'° WELDS NOT ` SPECIFIED SHALL SE 3/'16" CONTINUOUS FILLET MINI'+UM. ALL WELDS BY WA'SO CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTPODES FOR OTHER WELDING PROCESSES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE. EXPANSION ANCHORS - "HILTI KWIK BOLT 3t - INSTALL IN ACCORDANCE WITH Ic9U' REPORT NO 4627. MASONRY ANCHORS. "HILTI SLEEVE ANCHORS" - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO SE GALVANIZED. SPECXALONP N CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTt'?R SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. _ F'11 I- -, i11. 1 --a-t 575 -0 g i crr v g r-- 7 %" 4. , 'A. Wf1`f M eEU 4`) D R.TA i 1, -A It- 4. A10.vE felt Alt - cl`H. 1 '✓F Y Do cK g..€1/4/ 'Exlsr. ‚4 IEEE lr 111 / _1► xt .! p, c. eA,J1.. tTi.;!-W-.*:111111‘ ,W eLi . e.o c S +. 113 y�,0 44- EA. L4147 142 pock Galif.Lt,E/Z Pfd' 111= ►ir1 I)U 1•I ,. .. z.m5"v's✓.rr➢i d y+� 'F.5.1`.a ceH ♦ I' mod : .f'.4`„., _RT4.:lYALe. _ N. =4'W . may... p.�}�y .(9757_. rrl 4 rw"M �F.* w?V.. .. ., i• ��, � �...T�S�•3. .. 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PEFilt71`i CENTER FwQ HEEf 3 •!- N>; .NWtrA':'Irre 0.4 9o►aui j • . 0,eo«..V nI.'+nsktn.a,e4a f,nssvelii ii 4ta r4r. 0 • 10141 i1t3?$PW!1 smote date Ct)PY4IGHY 6 1993 TAOA'3IHSitk Mb A8soetssfz'.3, , At,t, t •