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Permit B94-0115 - OLYMPIC SPORTS - TENANT IMPROVEMENT
CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 , Cl . THIS CERTIFICATE IS xUED PURSUANT T0 THEREOU IR UNIFORM BUILDING COhE 'CET ING THAT AT TH T WAS IN COMPLIANC THT E, VARIOUSORD INANCES- CONSTRUCTION OR §t ANNA t. APPLICABLE CITY FI ', s Te tnt:A OLYMPIC. SPORT `'� \, Building Ad Ss s� 00 ANDOVER" F K W Pat 23b4-9119"'- ne : \,.SEGALE M.,AyrINCt EMEN.TS OF SEc17ION 307 OF THE IME '0F, ISSUANCE`' .JHI5 STRUCTURE OF TI4E'4C '7Y REGULATING BUILDING RE tC4DES . , ViR{ THE FOLLOWING: si> J.s,n Perks t.sNt B9 415 Suit's N ..4'00 Occupancy : STORE Occupanc.j. Group: B -2 tif �'.... .. 0ccupantj Load:,.9 Type of .;Cons.t:, I CONS, ?,R,UCT fA F2ND.,LEVEL MEZZANINE INSTALL•,ELE;VA:TOR, REST1OpMS.I,: LUNCH`kROOM, CUSTROMER ;f* I,N DRESSG00 RMS,fw'' AND RELATED' WALLS: i,` " , , ,,, BI�ILDI �' OFFICIAL AT THIS CERTIFICATE MU5.t;... 0NSPI.CUOU,SL'( POSTED ON THE PREMISES City of 7i,�ticwil (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0115 Type: B -BUILD Category: ACOM Address: 300 ANDOVER PK W Location: Parcel #: 262304 -9119 Zoning: Type Const: II--N Gas /Elec: Wetlands: Water: N/A Contractor License No.: TMCON * *195JG Status: ISSUED Issued: 05/12/1994 Expires: 11/08/1994 Suite: 400 Type of Occupancy: STORE Slopes: N Sewer: N/A TENANT OLYMPIC SPORTS 300 ANDOVER PK W, TUKWILA, WA 98188 OWNER SEGALE M A INC PO BOX 88050, TUKWILA WA 98188 CONTACT RANDY HART Phone: 206 285 -4300 701 DEXTER AVENUE NORTH #301, SEATTLE, WA 98109 CONTRACTOR T M CONSTRUCTION CO. P.O. BOX 20820, SEATTLE, WA 98102 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT A 2ND LEVEL MEZZANINE, INSTALL ELEVATOR, RESTROOMS, LUNCH ROOM, CUSTROMER DRESSING ROOMS, AND RELATED WALLS. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1991 Valuation: 180,000.00 Total Permit Fee: 1,521.68 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** --I5Cth‘? ►�� 1 1 . Permit Center Authorized Signature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The grantin or cancel t constructio obtain this Signature: Print Name: \ \of this permit does not presume to give authority to violate e provis ons '.f any other state or local laws regulating r th- '-rf• mance of work. I am authorized to sign for and g Date: S...*g- _0-4, Title: 5-Lt This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL4 Department of Co .7unity Development -- Permit Cent6, .. 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER .03114 - 016 PROJECT NAME • l te- Ior-k- SITE ADDRESS - OD . kr\Onv -PY PK W SUITE NO. LIDO 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. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. • DEPARTMENT: DATE: APPROVED BUILDING - initial review 3• —qU FIRE O PLANNING O PUBLIC WORKS 1M* /v/A 614 (ROUTED) 5 IL) elq" INIT: Sit( INIT: \((4 INIT: a QUiREMENTS 1 .COMMENT CONSULTANT: Date Sent FIRE PROTECTION: FIRE DEPT. LETTER DATED: Sprinklers sly 1'iY Detectors N/A INSPECTOR: chZ ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- IBAR/LAND USE CONDITIONS? ]Yes LJN UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: S- Yes No E- O OTHER sk BUILDING - final review BUILDING OFFICIAL INIT: TYPE OF CONSTRUCTION: INIT: INIT: CERT. OF OCCUPANCY? Xes O No UBC EDITION (year): rig I REVIEW COMPLETED AMOUNT OWING: 4 (la . 0 CONTACTED f // Y , �JwI�' ��"�t DATE NOTIFIED �� Li. BY: (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) t Lx 7 Tmro� c:fArgGctr AccowclD, 01108!93 MI CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDII PERMIT APPLICATION PLAN CHECK NUMBER h t 4-0116 DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE • BUILDING SURCHARGE AMOUNT RCPT # DATE OTHER: TOTAL' • SITE ADDRESS SUITE # 300 Andover Park W 400 VALUE OF CONSTRUCTION - $ 180,000 PROJECT NAME/TENANT Olympic Sports ASSESSOR ACCOUNT # 262 304 9001; 262 304 9119 TYPE OF U New Building U Addition 13 Tenant Improvement (commercial) ❑ Demolition (building) WORK: O Rack Storage U Reroof ❑ Remodel (residential) ❑ Other DESCRIBE WORK TO BE DONE: Construct a 2nd level mezzanine, install elevator, restrooms , lunch room, customer dressing rooms and related walls. BUILDING USE (office, warehouse, etc.) Retail NATURE OF BUSINESS' ' Sporting Goods Sales WILL THERE BE A CHANGE IN USE? ® No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: 110,000 Tenant Space: 39,800 Area of Construction: 39,800 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: U) Sprinklers Xn Automatic Fire Alarm System PROPERTY OWNER Seqale PHONE (206) 575 -2000 ZIP ADDRESS p,0, Box 88050, Tukwila , WA Box CONTRACTOR T.M. Construction PHONE (206) 283-6205 ADDRESS Seattle, WA ZIP WA. ST. CONTRACTOR'S LICENSE # LI C# TM Con 1953G EXP. DATES 130194 PHONE (206) 285 -4300 ARCHITECT Olympic Associates Company ADDRESS 701 Dexter Ave. N. #301, Seattle, WA ZIP98109 I HEREBY.CERTIFY THAT I .HAVE READ AND BE TRUE AND CORRECT, AND AM UTHO__ SIGNATUR BUILDING OWNER OR AUTHORIZED AGENT XAMINED THIS APPLICATION `AND ,KNOW THE SAME T ED 0; APPLY FOR' THIS .PERMIT DATE March 21, 1994 PRINT NAM Randy_F. art, AI ADDRESS 701 Dexter Ave. N.#301 PHONE (206) 285 -4300 CITY/ZIPSea ttl e 98109 CONTACT PERSON Randy Hart PHONE (206) 285 -4300 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS [1] Completed building permit application (one for each structure) • SUBMITTAL CHECKLIST Assessor Account Number Two sets (2) of the following: LI Specifications COMMERCIAL TENANT IMPROVEMENTS n Completed building permit application (one for each structure or n Assessor Account Number. :.Two (2) sets of construction, plans, which include: n Site plan,:.;;: • Location: of tenant space • Existing and proposed parking • Landscape plan (if applicable, i.e.., change of use) Overall building plan, • Tenant location • Use of adjacent (common wall) tenant • Overall dimensions of building or square foota Floor plan of proposed tenant space • Tenant space plan with use of each room latiell • Exit doors, egress patterns:: • New walls, existing wall, and walls to be :demolishe ElStructural calculations stamped by a Washington State licensed engineer I1 Soils report stamped by a Washington State licensed engineer I Topographical survey • lj Energy calculations stamped by a Washington State licensed engineer or architect I Legal description Working drawings, stamped by a Washington State licensed ` architect, which include: • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations •Civil drawings • Landscape plan 71 Completed utility permit application one for entire project) Six (6) sots of civil drawings NOTE: See utility permit application and checklist for specific utili submittal requirements. RACK STORAGE Completed building permit. application Assossor Account. Number Two (2) sots of plans, which include: Buik,ing floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles riTenant spaco floor plan showing rack storage layout, aisles and exits. NOTE: Include dimensions of racks (height, width and length), aisles and exit ways on plan., LI Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over).. RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS. ClCompleted building permit application (one for each structure) n Legal description Assessor Account Number Construction details • • ..Cross sections. showing wall construction and method of attachment for floor and ceiling.... :. Structural calculations stamped by .a Washington State licensed ••• engineer may be required if structural work is to be:done (2sets) NOTE:. 1f any utility work is to be done, submit separate utility permit: application and plans.: REROOF Completed building permit application n: Assessor 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 ANTENNA/SATELLITE DISHES Completed building permit application Assessor Account Number Two (2) sets of plans, which include • Site Plan (showing building and location of antenna/aatellite dish) Details antenna/satellite dish and method of attachment [7 Structural calculations stamped by a Washington State licensed engineer may be required . :: RESIDENTIAL REMODELS Completed building permit application (one for each structure n Assessor Account Number nTwo (2) sets of working drawings, which include r ( Two sets (2) of working drawings which include: • Site plan (On plan show closest hydrant location. :.:: • Foundation plan Include access to bullding, showing Floor plan s; 'width and length of access.) • Roof plan • Building elevations: (all views) • Building cross- section • Structural framing plans. Washington State Energy Code data Completed utility permit application (6) sets of site plans showing utilities:; •.Site plan • Foundation plan `:Floor plan •;Roof plan:,:.: • .Building elevations (all views Buiiding.cross= section Structural framing plans :. NOTE If any UGbty; work Is. to be done, provide: utility permit application ''. and plans; must be, submitted: REROOFS;:; Completed building permit application (one for oaoh structuro Assessor Account Number . Narrative describing existing,roof, material being removed material being installed NOTE: A certtficatton letter is requlrad prior to. final inspection and sign ::.off of the Permit NOTE: Building site plan and utility site plan may be combined... See utility permit application and checklist for specific submittal requirements...: Additional topographical and soils: information may be required if:unique site conditions .. *h* * * * * **** * * ** ** *•k *k * * * * *kA* A.******* * ** ** *h. *•k * * * *•k *•k *A *•k ** * * ** CITY OF TUKWI:L.A, WA TRANSMIT **** *** *** *** ************ *** **A * ** *h ** * ** * * *** ** ***A * ****** * * ** TRANSMIT Number: 94000678'Amoui' ►t: 204.37 06/10/94 10:50 .Permit No: 094-0115 Type: H•-BUILD BUILDING PERMIbjJ 94 Parcel No: 262304 -911.9 Site Address: 300 ANDOVER .PK W t Payment Method: 'CHECK Notation: OLYMPIC ASS0CIAT Irtit: SLB * * * * * * * * * * * * *k * * * * ** * * * * **•k** ***** •* * * **s** * * * *** *** * ***k ** * *** ** Account Code Description Paid 000/322.100 BUILDING - NONRES 147.50. 000/345.830 PLAN CHECK - NONRES. 56.87 Total (This Payment): 204.37 h - Total Fees: Total All Payments: Balance: 1,726.05 1,726.05 .00 rr GENERA TOTAL • CHECK( CHANGE 204.37 204.37 204.37 0.00 2707A000 06,58 4h• k* kh k*********,%** k**** k•***** kk** k**. 1• * ***•kk*k ***•k**k *•kA*A **k*** C11•Y OF TUKWILA, WA TRANSMT1• *** k******* k• k*** k*****• k* kk*********** ** * ***k**k*k *Or* * * **•kk * **•kkA TRANSMIT Number: 94000541 Amount: 924.00 05/12/94 08:455 Permit No B94• -0115 Type: B -UUILD BUILDING PERMIT Parcel No: 262304-9119 05/12/94 Site Address: 300 ANDOVER PI( W Payment Method: CHECK Notation: T M CONSTRUCTION ]:nit: SLF h * *k **•k ** * ** k***k* ** *•k *** ** ***k** *kk **k* k *** **k** k*k*•k k* ** k•k *k•k* Account Code 000/322.100 000/386.904 • Description BUILDING - NONRES STATE BUILDING SURCHARGE • Total (This Payment): Total Pees: Total. All Payments: Balance: 1,521.68 1,521.68 .00 Paid 919. {5 %0 924.00 !] 24.00 GENERA GENERA TOTAL CHECK CHANCE 1804A000 919.50 4.50 924.00 924.00 0.00 09:07 . c** k****• h**k*h**h*•******** h• k• k•**** k• 4** **A *h *****•kkk**** * ***k4 **k* CITY OF TUKWILA, WA TRANSMIT :k4*** *k*** * * * *A** * k* k***** 4k***• k**** ** * *A•* ** **•k * ** **k* *k ** *•44*** TRANSMIT Number: 94000320 Amount: 597.68 03/21/94 10 :59 Permit Na: 894•-0113 Type: I3-BUILD BUILDING PEH4/1+' /94 Parcel Na: 262304 -9119 Site Address: 300 ANDOVER PI( W Payment Method: CHECK Natation: OLYMPIC ASSOC. Init: SLH * 4A••k* ************** *k *4* * * **** **k**•4 * * ****k * *** ** k ** k * ****k ** *•k Account Cade 000/34,5.830 Description Paid PLAN CHECK •- NONRES • • 597.60 Total (This Payment) :, 597.68 Total Fees: Total All Payments: Balance: 1,521.68 597.68 924.00 GENERA 597.68 TOTAL 597.68 CHECK 597.68 CHANGE 0.00 0295A000 22 :18 CITY OF TUKWILA Address: 300 ANDOVER PK W Permit No: B94-0115 Suite: 400 Tenant: OLYMPIC SPORTS Type: B-BUILD Parcel #: 262304-9119 Status: ISSUED Applied: 03/21/1994 Issued: 05/12/1994 ****Akkk****************k*****k*kAk*k*****k******k********kkk*******kkkklik* Permit Conditions: 1. No changes will be made.to:,:the'Plaffsliesa approved by the Architect and the Tukwila Building Division 2. Plumbing permit shall be obtained through the Seattle-King County Department of Pub.0o;HeOthPlumbLing will be inspected byAbat' agency1. 6,1,1 gas. piping (296-4722) 3. Electricapermi,t shall be ,obta)ned7through'thi,Washinigt* State Di.litslon'ef,1.abor,,and Industries and all aleoitical ''work wiAlbepecteeby that\agercy (248-6630)., 4. :All mechanical work-shall be under 'separate permit 'thrugh the C1,0 of Tukwila 5. All p0iIiits1 inspection .records, and approved plans shali ba!,A mairytOned,aVall'able at the JO!) site prior to the start of Wt.\ anyiynstrucpon. The'se-docURents are to be maintained available until final-inspection approval granted 6. WhOOpecial inspection owner, ardqtect or Ogineer shall,noHfy-ehe Tukwila Division of appointMent/df*e inspection agencies prior to L theLfOrst,,building CoPla6,of all special, ins!,PectiotirePorthall; bar,fsubTitted.-bo the Building DivlOon in. a timely,mann'er. ROor.,4001-,contain 00essm prof#6t'nam4, permit number and type of rnsiie'Ction being r perforped. ./1 7. The special; ipsPector shall submi;t afnal,signed r,:eporto- stattn,0,whe,ther the work requiring 4pec1WinOect1on to theAiest of the-inspectors COnfOnrmance with approv041ansand specificatiolysiand'the,applibable,work = fC'JJ manshiv:grovisiont„.of,the UBC. 8. All structural concrete 'shall be special, inspected. (Sec. (a) 1, UBC'). 9. All structura1:welding shall be done by W.A.B.O. cer00ed welder and speCial, inspecte61,(Sec.- 30 (a) 5 Lin). 10. Any new ceilingArid and 1lght-fiture required to meet lateral bracing requirements ;,f6pteismic Zone 3. 11. Partition walls attached 'tb,detjing2gid-illust be laterally braced if over eight (8) feet in length. 12. All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. 13. Obtain an operating permit for elevator from Washington State Department of Labor & Industries. This permit is to be obtained prior to final inspection approval and cer- tificate of occupancy. 14. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended by the Washington State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1991 Second Edition). 15. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building 4.7 w:MxrMLZ+aYnwa4xxA uxso3144 1}4:sarax•tiaY!iE1tJsGAN.�ti,2H4'. RETAKE OF PREVIOUS DOCUMENT c * ** * ***** ** *h*:t k:l **•***kk***** ***k**k**** k* **.*** k****A ** * ******* CITY OF TUKWILA, WA TRANSMIT ****************: 4*•******* *k** * ***** ** ***** *•k* ** *** ** ******•k**** TRANSMIT Number: 94000328 Amount: 597.68 03/21/94 10:59 Permit No: B94•-0115 Type: R -BUILD . BUILDING PEOgif/94 Parcel No: 262304-9119 Site Address: 300 ANDOVER PI( W Payment Method: CHECK Natation: OLYMPIC ASSOC. Init: 8L13 * k{**** ** * * * ** * *h* ***•k* *k* * ***k**k *k• kit * * * ** ** *•k* *k•k *kh * ***h **•kkk Account Code Description Paid 000/345.830 PLAN CHECK - NONRE& 597.68 Total (This Payment): 597.68 Total Fees: Total All Payments: Balance:. 1,521.68 597.68 924.00 GENERA 597.68 TOTAL 597.68 CHECK 597.68 CHANGE 0.00 0295A000 22 :18 CITY OF TUKWILA Address: 300 ANDOVER PK W Permit No: B94-0115 Suite: 400 Tenant: OLYMPIC SPORTS Status: ISSUED Type: 8-BUILD Applied: 03/21/1994 Parcel #: 262304-9119 Issued: 05/12/1994 *********************************************************************AW** Permit Conditions: 1. No changes will be made tothe plans unless approved by the Architect and the Tukwila,Building"DIVision. 2. Plumbing permit shall be obtained through the Seattle-King County Department of Public Health. '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 willsbe:inspected'by that,agency (248-6630) . 4.:All mechanical work 'shall be under separate permit through ' the City' of Tukwila. 5. All permits, inspection records, and approved plans shall be maintained available at the job site prior to the start of any ,construction. These documents are to be maintained , available until final inspection approval Is granted. 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 thejirst.building inspection: Copies of all special inspection reports. shalV be submitted to the Building Divlsion in,a timely, manner. Reports shall contain address project ,name, permit number and type of inspection being performed*. 7. The special, inspector shall submit" a, -final signed report,' stating whether the work requiring Speciel\inspectlon was, to the best of the inspectors knowledge, in conformance with approved ,plans and specification and the applicable work-' manship%provistOns of the UBC. 8. All structural ^concrete 'shall be special inspected (Sec 305 (a) 1, UBd, 9. All structural welding shall be done by W.A.B.O. certified welder and special inspected (Sec, 306, (a) 5 UBC). 10. Any new ceiling,grld and light-fi?‹ture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to .ceing Arid must be laterally braced if over eight (8) feet in length. 12. All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. 13. Obtain an operating permit for elevator from Washington State Department of Labor & Industries. This permit is to be obtained prior to final inspection approval and cer- tificate of occupancy. 14. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended by the Washington State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1991 Second Edition). 15. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. (16. Validity of Perm i � The issuance of a permi,t(�;```, approval of plans, specificats and computations shall r%.fi 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. 17. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. L. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • r.: , r.d. "— (!li ype o nspedion. t-/AL.. 4 d ress: / ' Crcl A - r--L.1 , I- a :: , ; •...� --" .. Special Insth ions: ,.T C'� � 11-'''r Date Wanted: '7/21 (i `r am. On Requester. Q 1 Phone No.: Approved per applicable codes. COMMENTS: 0 Corrections required prior to approval. nspector: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rc INSPECTION NO. O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 431 -3670 • ro ect: derW� A•.ress: K2) / Type of Inspection: / ‘ •te .I:.: Oe Special truction . V7 / A/f/(4 ! J Date Wanted: . puester: r Phone No.: 9;277 / ❑ Approved per applicable codes. IiiLCorrections required prior to approval. COMMENTS: ‘ C"io G.u.s — Z.4. 3 i ■ V . 9014 — 0 N (Inspector. Date: q ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ReceptNo: Date: O INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 *Approved per applicable codes. O Corrections required prior to approval. COMMENTS: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter BI`vd., Suite 100. Call to schedule reinspection. Date: Address: .50Q lQ lute Called: Date Wanted: 7 , ?.v 7- 4 -e4 am, p.m. Special instructions: Requester, .ibA rj /941_,0 .= -. Phone No.: *Approved per applicable codes. O Corrections required prior to approval. COMMENTS: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter BI`vd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 . !z %, III M M ype ° . : "Mara _�;., • •" rasa: ii r/ . w r?i ^� gnu ',,+.; stNd • , l 1 : e "anted: ANNAT'an ` v; :Wl:Clt.l hiiiliWWAII Stti- 'IA) • '• P • .gong .% 0 Approved per applicable codes. ' \ Corrections required prior to approval. COMMENTS: ' I / eCI- L.t h i •'S-, YL.- tN % )(_#.4---S 1 /(-c; 4t ■ `D 0 N Ar-ilf P>i O S O ►il=Y4. E" t„.6„6. 7) A 0 0 Si S- 41% L. Arrt -- P oQ S -•.p 7 speder: 1 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection• 1111111111111111111111111111111111111.11111111111111 kill111111111111.11. OINSPECTION RECORD 0 ftpta/n a copy with perm/t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0115 PERMIT No. / (206) 431- 36770/ • : • ype o nspection: Tess: a r is 0 III : ON : , Special nstruct ons: Date "anted: let 'iii., 9 Requester: 1�. Plane •.: I:+ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. o....�.i...tA 4e l•ht'•� ..ys.n..+th.F °.�4 -i'� He INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 N PER N0. (206) 431 -3670 • r.:.: I ,`,l)4(d �%- C64.... f' ') YPe o ns � -/. ',+z' �/ /l Address: �� udifii��) l Dete Called :l p p !3 �' ri st loro}: � sC /� Date Wanted: (� 4 o'./ ( a p.m. Pequester Phone No. :n/ J'- 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. Eeceipt No.: Date: 7 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .",et ' ::aJ:'' f // Addree149 f 9 ( -"—tom, w„ %C-1 0 P C NA-L Special' ' nstnddlons: �1 Date Wanted: /94 /1 ( m p.m. Requester: � Phone No:n _ ©/ Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' GA t' n.,�� ► 0 , vJ . ,'tfiwv,-. ( -"—tom, w„ %C-1 0 P C NA-L w o of-) 'TM- Ylevc-_ -2.z -A k is-4 L.ZW-k— APPj.o tAif fc 0 !L- eal a A V , & L . I L A CEs W1 1't-, 'Sri 1-L-- j f ■:Z�P t O.. N. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be pa . a 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. Recept No.: Dale: 6F.e!..!P - J11f40, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: —777/17---- r9G.- / S / /1 fie-\,_ /47 .l 7_77-6, t-1 , 'r r., _ Address: , 1 1 /rat 4/ fe i Date Call : . : Special Instructions: , _ � n� L/U Date Wanted: 7/5 ..../ / p.m. Requester: ' Phone No.: top,. 7v 5- Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: —777/17---- r9G.- / S /1 fie-\,_ /47 .l 7_77-6, t-1 , 'r r., _ c.'L --. 1 f Inspector: Dale :,.. /5-- ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be pa . at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ._ t.,,..._•" .......`'S,.. 1 -n. onx�rA'. rx+ s�. re.» s^...? 9�•°• R,,,,,.; b, s..^, .:S:4a.11rr:•5'!7R$wnit,,!}wv.: #�..�..._ INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Olt' -ol t5 PEWIT NO. (206) 431 -3670 r : Q' U fin,, C ype o ns . ► kki 1 Yl Address: �.1 ,. f \, Nno0Ver Pk u. Date called; �� l L- Spedal Instructions: iii "'t Date d: /_ I r' i p l.0 "1 �1 a.m. m. a er: Requester; --r- Char Y Phone No.: d-r 0 Approved per applicable codes. ❑ Corrections required prior to %/P COMMENTS: ( % ,i 1 , „._,_,//,,,,c„& "3v-0-47 l ,, a / fee: % 5r � 7"-- par, P - -7 - n.a i ce.Gf/ Inspector: / �' ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. (---) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 O I m pt Cr `f�ypa �Qj�, s�ect : c m ‘1,.\ ffg�Project: Address: � c�t1Pr �� � nd Date Called: / ,� _ � � —gill) Special Instructions: Li Date Wanted; Il�_J - u''II(Jgq'''� V1 -1 ! �a�'y P.m. Requester r Phone No.: �'1 i �I► Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: Daie ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspectlon. rw°° 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Fro (D Type 01 inspection: es, ,.,,.- -ct c1C �b �� A r, ` 'n fit ?/-P4i r4- ate Calved: e ante : .o= �/ // O fT lam"' m m. nslrud ons: Requester, ( hone N po ; i 4.1 r - Approved per applicable codes. C7 Corrections required prior to approval. COMMENTS: U,L.x..- �5�.+ - G.� es, ,.,,.- -ct c1C �b �� 1 s13.3 eft 4,_ .--, 1--4ry 6 ' L ,,,,,,A. 4.1 r - O $30.00 REINSPECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. 4c* INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • t.:wis, ypeo ns ••►,1;.'Ti• Special nstrutions: ) Date Wanted: 6, ' f,G,j / /`f (m. Requester. Phone No.: —' 1ir -a /75 (Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Fi.A.1 fir �=1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 'coo : o: INSPECTION RECORD Retain a copy w/th permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 45'Y PERMIT N0. (206) 431 -3670 •r•ect: ' yp8o .:., I.fe.. / ' AOPOr �: ::, a Spada' Instructions: Date wanted: j,,,,j c^ ti �(v - Requester. Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ✓d b•1f 64./N // a(, fJ'h/ Inspector: ❑ $30.00 REINSPECTIION FEt REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pr 44 I AP— S r.04 ,ilitio Type ot Ins •:• • • A O.._ _.t A ;fir ! • : •?'t nstnkt • { , r 4/D( /l Date Wanted: " / (�. �� •.m. Requester. .— (/O Phone No.: • - • ❑ Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. Inspector: Date: ❑ $30.00 REINSPECTION E REQUIRED. Prior to reinspection, fee must be pa • a 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 )1 -3670 ProjecU [!' �h Type of Inspect -Date ,1'N.. -- t ,S-C.4 +Si‘cZ -7►" In 6-Z%'C--``1Li CAS �w Addr: ss: Called: _��; ►: Instruct t , s: :I /OD Date ant:.. i — _ / �, t�.m. Requester. t Ptmne NO�/ 0 / 7� CApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1 N z 0 L.p - T - 0 , 1 or:: ( = 1 1-4 ,, Li to. L. k _ - 7 - 4 . czv;'- N,., . R.> . c am , -i , 1 1 s A P P ti., vl.-Y7 C ■ il , t) it. ( • F- .11.A1,r,,3C, c) ( w f% 1 c_ 0 r.1 4 L ' t... I KAF: ,1'N.. -- t ,S-C.4 +Si‘cZ -7►" In 6-Z%'C--``1Li CAS A/tIWUA(--- At-() 0PJ Li►.n: is fir. ri1 Iv N.1 Inspector: Date :- /` ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Date: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 1 (206) 431 -3670 ', : ( 1���.�'l�Uv ���1GRls ypeo ns • :• t .. ,. '• :ss: , -.AO et t ./ # is e.:1 :' ' i ��^ �l� • : • : nstruct • ns: Date "anted: .-- — 634 a.m. ..m. equestec --7-- . IZ-kvo w' (l. Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: I 0 's rot 1 L_I t4• t �=1cc ►,,, , L t t,./- t Z TT I_ . / L 1 }— S.— L0 t hi rn t-- L.- , ws ►''1 1 1 0 rn I I • S i.) L� t"' "9 "-1.,:=L . IZ-kvo w' r■ t-L Srt i;J "--'G 1-0 u'criti c /K APflitWAl_ O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6(Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: C�1 cg... /-1/2 . (1V/LL ypeo ns. :.. 714‘. Address '� 1^ � y1 Y 1 " � � Date Calved: Special Inst: 4 46D , Date Waned:4—,. IIII Requester. 6(Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: cg... /-1/2 . (1V/LL t ri tel i-c..S a (NJ 714‘. w 'FS i -% ti.'` o f / 2.- L r n€C . Inspector: Date:5 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt Date: ',:,a"i".�•° .,rp"!,f ).} i.' 4,``,"{ rZrrta�iy�t''.". i? ��:':'.,."'; r:' l�f:, i=,'•','- i",.'d°'.`�i;"Mw,%�rlr'y'i *r.'I City of Tukwila Fire Department John W. Rants, Mayor TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 04//1//)/6 Address •UGC - , Pte' ( ,) ore Thomas P. Keefe, Fire Chief Permit N ` Qf / Retain current inspection schedule Needs shift inspection Suite # /C ?c) Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM Al /2__ 71/3q / / D o ! , T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 OTTO ROSENAU & ASSOCIATES, INC. 6747 M. L. KING WAY SOUTH, SEATTLE, WA 98118 725.4600 CONSTRUCTION INSPECTION REPORT PROJECT: Olympic Sports ADDRESS: 300 Andover Park W., 11400, Tukwila PERMIT NUMBER: B94 -011 JOB NUMBER: 94 -130 INSPECTOR AND DATE INSPECTOR'S REMARKS J. Hamm Visually inspected and approved welding of bar joist to top of girder 5 -18 -94 along lines M & N from 9.5 to 12. Visually inspected and approved welding of 2x2 angles at top of girder on line M between lines 9.5 & 12. Visually inspected and approved welding of bolt clips to columns at lines M & N between lines 9.5 & 12. J. Hamm Visually inspected and approved welding of all remaining bar joist to top 5 -20 -94 of girders and wall ledgers. Inspected 3/16" diameter puddle welds in washers on the metal pan floor decking betweeen lines L & N from 9.5 to 12. Also calls for button punch at 24" on center at side seams. This metal pan decking has both side seams in with flat valley edge; no seams to button punch. Engineer to OK. Found edge side weld along line N not welded at the 18" on center as called for and area around the stairs not complete at this time. D. Newman Physically examined and approved spot washer -welds securing the mezzanine 5 -23 -94 pan deck from grids L to N and lines 9 to 9.5. E6022 electrodes were used. Contractor dry - packed with non - shrink grout the nine (9) column bases encasing 6" embedded 3/4" diameter Kwik bolts (4 per) each. J. Hamm 5 -24 -94 Obtained copy of WABO certified welder's card: Terry A. Shultz (card expires 10 -1 -94) Inspected spot washer welding of metal pan deck along line N, 9 to 12, for correction of welds at 18" on center (see report dated 5- 20 -94). Inspected installation of stairs off of line L at line 9.5. Inspected all A325N 3/4" diameter bolts for mezzanine. L. Ross Inspector on site for the drilling and epoxy of dowels for the slab to the 5 -25 -94 mezzanine level from L to N and 9 to 12. The plans call for a 6" embedment using the Hilti C100 System. As per Engineer Richard F. Janke, the 6" embedment is now 5" and the Epcon System is adequate to use. All of the dowels placed today met with the engineer's requirement. J. Hamm Inspected installation (bolts A307 and puddle welds) of landing metal pan 5 -26 -94 deck of stairs off of line 12 between lines L & M. J. Hamm & Inspected and approved the resteel for slab on metal pan deck and stairs L. Ross for mezzanine area, lines L to N from 9 to 12. Resteel is welded wire 5 -27 -94 mesh and grade 60 rebar, as specified, from Salmon Bay Steel. -2- OTTO ROS E NAU & 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: Olympic Sports PERMIT NUMBER: ( B94 -01 ADDRESS: 300 Andover Park W. , 1400, Tukwila JOB NUMBER: 94 -130 ARCHITECT: Olympic Associates CONTRACTOR: TM Construction ENGINEER: Engineers Northwest, Inc. INSPECTED AT: Job site /B & B Welding INSPECTOR AND DATE INSPECTOR'S REMARKS D. Newman STRUCTURAL STEEL SHOP FABRICATION, INSPECTED AT B & B WELDING. Visually 5 -5 -94 inspected and approved sizing and assembly of risers and stringers with intermittent fillet welds, according to approved plans and specifications. This inspection is of one (1) 6A stair run. E71T -1 1/16" diameter wire was used. WABO certified welders: D.E. Hankins (card expires 1 -1 -95) A.B. Donald (card expires 10 -1 -94) S.F. Glover (card expires 10 -1 -94) G. Sandberg 5 -9 -94 STRUCTURAL STEEL SHOP FABRICATION, INSPECTED AT B & B WELDING. Visually inspected welding of the following marked structural steel framing members and stair: 2 each beams marked 2B, 2C, & 3A 1 each beams marked 3N & 3M 1 each column marked 1A 2 rach columns marked 1M 3 each columns marked 1D stair marked 6B Welding conducted by WABO certified welders as reported 5 -5 -94 as well as Brain W. Bergeson (card expires 1 -1 -95) and John C. Kelley (card expires 4 -1 -95) using E70 series electrodes. Completed welds appear satisfactory. J. Hamm Inspected welding of bar joist to top of wall ledger and top of joist girders 5 -17 -94 at line M and line N between lines 9.5 & 12. All per detail except last 4 joists on line N at line 12 to 12 -4', joist not welded at this time. To be checked at a later date. Inspected welding of 2x2 angle welded to top of wall ledger between each bar joist along line N from line 9.5 to line 12. Note: Permit and approved plans are on site. REr cc: Owner JUN 1- Architect 1- Engineer CON 1- Contractor 1 -M.A. Segale DEVEL:r _NT 1- Bldg. Dept. OTTO R ,SENAU & ASS( IATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 JOB NUMBER: 94 -130 PROJECT: Olympic Sports DATE: 27 May 1994 I inspected placement of Stoneway Mix Number: 5550 CONCRETE REPORT REPORT NUMBER: 001 PERMIT NUMBER: 394 -0115 INSPECTOR: . . J. Hamm & L. Ross 108 cubic yards of 5 sack, 3000 psi concrete from , in the following areas: slab on metal pan deck and stairs for mezzanine area at lines L to N from 9 to 12. Concrete was placed via line pump and it was eln14inittn 1&K. Slump range 8 " -9 ". Batch weights per cubic yard: 517 # Type cement, 1952# pea grpvel 85# fly ash, # , oz. AEA 4oz. WRDA -64 per 100# of cement. & 5 oz . WRDA -19 / 100# cement D. * Cast specimens # 1 A —C at 41 cubic yards with a 9 "slump. Del. ticket # 434983. Cast specimens # at cubic yards with a " slump. Del. ticket # Cast specimens # at cubic yards with a " slump. Del, ticket # Weather: Cloudy, 46 °F Concrete Temperature: 66 °F CYLINDERS ARRIVED IN LAB AND /OR REMARKS: 5 -31 -94 *Approved mix signed by Engineers Northwest, Inc. Concrete to arrive with 6" slump. at 8" to 9" slump after adding Super 5.5 on site. 1 17 2 # sand, per 100# of cement. DATE CAST 5 -27 -94 5 -27 -94 5 -27 -94 cc: Owner 1— Architect 1— Engineer COMPRESSION TEST RESULTS ON 6" x 12" CYLINDERS (AREA: 28.3 SQ. IN.) ULT. STRENGTH WEIGHT IN LBS DATE BROKEN 6 -3 -94 6 -24 -94 6 -24 -94 AGE IN DAYS 7 28 28 SPECIMEN NUMBER 1 —A 1 —B 1 —C RECEIVED AIR 171994 COMMUNITY DEVELOPMENT 1— Contractor 1 —M.A. Segale 1— Bldg. Dept. Batch Plant 29 #2 oz. 29 #0 oz. 29 #2 oz. 113,000 152,000 155,000 Placed STRENGTH LBS/SQ. IN, 3997 5376 5482 OTTO ROSENAU & ASSOCIAT�S, INC. CF,7 r Roo tr) 111 z T•••••■•• BUILDING DIVISION ti l�1 UI z ILl 8° 11 0 i Z11- a r w N f. ?in o (L iU 1 ntl°_8 o lip Ca zo r- U r- 1— w 01 Q Z 8 DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA JUN 17 1994 PERMIT CENTER * ' REVIS!•N SUB ITT .' L * * PROJECT NAME C) 111 [561 LI ADDRESS 0 O CONTACT PERSON I?JnY ARCHI'T'ECT OR ENGINEER PLAN CHECK/PERMIT NUMBER I1 L- " 5 l 1 S- 11it (C� e,e., 0 PHONE „Z _ Li-300 TYPE OF REVISION: f,t)cf C' a\lp d Ranb - q(-1. -(AP SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1TED TO: eoh 6. 0. /550e2 '710. aog. review c It es . r� O L Y M P I C 10/111111 ASSOCIATES COMPANY Architecture • Engineering VE • Construction Services 701 Dexter Avenue North 0301 Seethe, Washington 98109 (208)285.4300 :LIENT PROJECT Pu26-45 �aJ 15-tv\ii(IiGl pieri\-k+ rt 14- 01■45 C CITY RECEIVED UKWILA JUN 8 1994 PERMIT CENTER - fkaaea coil/L.( -}o 1,5-F a.tA ckaw1w1 Azo+. &It/ � �zs 5+?,:dtv 5-h6..fto ** CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 EVQS1 DATE 5 .19 '1`T N SUB } 1Ti TAL * * RECEIVED CITY OF TUKWILA MM 1 91994 PERMIT CENTER PROJECT NAME 0121 M C/ G SPA — � l 1/1110�02-- ADDRESS-" 1(- (AW V .eat LQi. CONTACT PERSON N I f T PHONE � —1'300 I ARCHITECT OR ENGINEER D 1 114 JP 6G ASSOOt1l *S PLAN CHECK/PERMIT NUMBER 13 .98 -©<<� TYPE OF REVISION: I (4,.-PY; /0Y ;14, It 7R 6/92/a215 (f1/41 X SHEET NUMBER(S) -A.21 4. 3 -A . 4" -A ' & l A. 1 "Cloud" or highlight all areas of evisions add date recisions. SUBMI1'1'ED TO: CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * *REVOSSN SUB DATE 5 .19 •94 I TAL RECEIVED CITY OF TUKWILA MAY 1 9 1994 PERMIT CENTER PROJECT NAME 01,9 "l G > s l Q.vit r • A D D R E S S ) 7A7& (0 / C& Lk. 4- CONTACT PERSON I� oN( 4si 611411-i6: 4 "4~' 0 1 05 ARCHITECT OR ENGINEER e% 1 M AT RI CA/4 OF ODD, I1ask, VAUi ONE ' ', )5 PoorT O 1AL Qs, 000 = I44, -51 Ct4A D 'RAZ. ,I,aGYa. PLAN CHECK/PERMIT NUMBER TYPE OF REVISION: ((4�...PY i awl ? F-Q.I/i5 �. I�• ,!r SHEET NUMBER(S) A "Cloud" or highlight all areas of cvisions a SUBMI.1'1.b.D TO: d date re sions. 4.1. CITY OF TUKWILA 6300 SOUTHCEN'i'ER BOULEVARD TUKWILA, WA 98188 REV9SI N SUBMITTAL * * DATE , ,r. 7 c 6-7 c•L7 /• C)/ PROJECT NAME ("7 L . q/E-)e - / (/ Kl,aGA- " / 3 ?7- 0// c ADDRESS -W/<U)/(M / • Lk/ • CONTACT PERSON t) fl- (� Z..`t ARCHITECT OR ENGINEER 12,4i\---/ PLAN CHECK/PERMIT NUMBER t -27`i `—t — 0 TYPE OF REVISION:(«tc� AZ PHONE Z.65- ` 13 6 C) 0 \fl o A R t o A� (j1 c-r, (0CT4'L -4A X 1 LI A L-'r O i a l l._ -x=14 a) car e'oO�- 4c L SHEET NUMBER(S) A }g- 3 ,4 y /9 "5- /c/ /&77741!'1/ . "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: A906 - i2 k l''J R) �` �- w- AlAe-rvk RECEIVED CITY OF TUKWILA { � PERMIT CENTER Geo ���Engineers M.A. Segale, Inc. P.O. Box 88050 Tukwila, Washington 98138 Attention: Mr. Dana Warren June 30, 1993 RECEIVED APR 2 7 1994 I;CBERT FOSSATTI ASSOC. Geotechnical, Geoenvironmental and Geologic Services Plan Review Comments and Additional Geotechnical Recommendations Strander Boulevard Property Tukwila, Washington File No. 0171 - 025 -R02 INTRODUCTION This letter presents our review of the geotechnical aspects of construction plans for the commercial development to located at Strander Boulevard and Andover Park East in Tukwila, Washington. We also present additional geotechnical design recommendations for the project. The review and development of additional recommendations is performed at your request. These services are performed in accordance with a confirming agreement dated October 26, 1992. We rovinvcd the following documents that you included with your transmittal letter dated June 11, 1993. 1. Architectural and Structural Plans, by Lance Mueller & Associates, Architects, dated June 3, 1993. 2. Structural Calculations for Strander Retail, by Engineers - Northwest, Inc., dated June 4, 1993. 3. Two plans showing the limits of the reconfigured surcharge fill at the site. The plans are not titled or dated. We also discussed various aspects of the foundation design with Mr. Ali Bukair of Engineers Northwest. Our past services for this project consisted of an evaluation of the settlement and surcharge data for the surcharge fill that was placed at the site beginning in early June, 1991. We presented our evaluation in a letter to M.A. Segale, Inc. dated November 30, 1992. That letter also GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (206) 861.6000 fax (206) 861.6050 Mimed on recycled peper. M.A. Segale, Inc. June 30, 1993 Page 2 presented recommendations for modifying the surcharge fill to accommodate a reconfigured building outline, and recommended geotechnical parameters for design of foundations for the structure proposed at the site. Since November 30, 1992 we have provided additional consultation regarding the site development. Most recently, we reviewed the settlement performance of the modified surcharge fill, estimated foundation settlements for a portion of the structure that extends slightly outside the limits of the surcharge fill, and developed recommendations for earthwork, dock -high retaining walls, slabs -on- grade, and pavement subgrade preparation at the project. These evaluations and recommendations are presented in this letter. PLAN REVIEW COMMENTS The architectural and structural plans we reviewed are not finalized and do not have complete details such as reference elevations, dimensions of all foundations and full notations. However, most aspects the plans are sufficiently complete for our review of the geotechnical aspects of the construction. Mr. Bukair provided the additional information that was needed to complete our review. We noted that the foundations for the proposed structures are designed in accordance with the recommendations presented in our letter dated November 30, 1992. The foundations are designed using an allowable bearing capacity of 4000 psf (pounds per square foot). Continuous wall footings are a minimum of 18 inches wide and isolated column footings are a minimum of 24 inches wide. Exterior footings are founded at least 18 inches below the lowest adjacent finished grade, and interior footings are founded a minimum of 12 inches below lowest adjacent soil grade. The northernmost portion of the structure, nearest Strander Boulevard, extends slightly outside the limits of the surcharge fill. Because of this, the surcharge fill has not fully preloaded the compressible soils below that portion of the structure. Differential settlement can be expected between the various portions of the structure that have been preloaded to different degrees. This condition is described more fully in the subsequent section of this letter. The plans refer to our letter dated November 30, 1992 as the soils report for the project. Reference is made to compacting structural fill and backfill pursuant to the soils report. Reference is also made regarding preparation of the subgrade for slabs -on -grade being performed pursuant to the soils report. The GeoEngineers' letter dated November 30, 1992 is not a comprehensive report, and did not provide geotechnical recommendations other than for foundations and for reconfiguring the surcharge fill mound. At your request, we are providing additional geotechnical recommendations for earthwork, dock -high retaining walls, slabs -on -grade support and underslab materials, and pavement subgrade preparation. These recommendations are provided in subsequent sections of this letter. 0 e o E n g i n e e r c File No. 0171 -02S -Ii02 M.A. Segale, Inc. Lune 30, 1993 Page 3 FOUNDATION SETTLEMENT BELOW THE NORTHERNMOST PORTION OF THE STRUCTURE The northernmost portion of the structure, nearest Strander Boulevard, extends about 25 feet beyond the top of the surcharge mound and about 5 to 10 feet beyond of the toe of the mound. Because of this, the surcharge fill has not fully preloaded the compressible soils below this portion of the structure and the structure in this area will settle more than the other portions of the structure that have been fully preloaded. We evaluated this condition and estimate that the maximum settlement potential of the structure in the unsurcharged area is about.1 14 inches greater than the settlement potential below the portions of the structure that were fully preloaded by the surcharge fill. The maximum settlement will occur beneath the portion of the structure furthest away from the surcharge mound. This is in the vicinity of grid line 17, as shown on the project plans. We estimate that the differential settlement will occur over a distance of about 25 to 30 feet from the north end of the building. In our opinion, the distribution of the differential settlement should be uniform across that distance. This conclusion is based on the configuration of the surcharge mound relative to the structure. We recommend that the building structural system be designed to accommodate the differential settlement. Based on preliminary information from Mr. Bukair, this should be possible. We also recommend that gravity flow utilities, surface drainage and roof drainage facilities be designed to accommodate this differential settlement. Loose or disturbed soils not removed from the footing excavations prior to placing concrete will result in increased settlement. Any soft or loose material encountered or created in the footing excavations must be repaired. EARTHWORK Fill Placement All fill used on the project should be structural fill quality material. Structural fill material should be free of debris, significant organic contaminants and rock fragments larger than 6 inches. The workability of material for use as structural fill will depend on the gradation and moisture content of the soil. As the amount of fines (material passing the No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult or impossible to achieve. If material is imported to the site for structural fill during dry weather conditions, we recommend that it have no more than about 15 percent fines. If the material is too wet when delivered to the site, or of it becomes overly wet from rain, it must be aerated and dried out prior to placement as fill. To remain workable during wet weather construction, material with no more than about 5 percent fines should be used. G o o E n g i n e e r i File No. 0171 - 025 -n2 M.A. Segale, Inc. June 30, 1993 Page 4 We recommend the following general requirements to be applied to all fill and backfill placement. 1. All fill and backfill must be placed in thin lifts so that uniform compaction can be achieved throughout the entire lift thickness. In general, soils with more than about 5 percent fines •must be placed in lifts of 8 inches or less loose thickness. Granular soils with less than 5 percent fines can be placed in lifts of about 12 inches or less loose thickness. Each lift must be compacted prior to placement of the subsequent lift. 2. All general fill and backfill must be compacted to at least 90 percent of the maximum dry density determined by the ASTM D1557 test procedure. All fill below foundations must be compacted to at least 95 percent of the maximum dry density (ASTM D1557). The uppermost 12 inches of subgrade soils below slab -on -grade and pavements must also be compacted to at least 95 percent of the maximum dry density (ASTM D1557). 3. Prior to compaction, the material should be moisture conditioned to within about 3 percent of optimum moisture content. 4. Compaction must be achieved by mechanical means. Jetting, ponding or flooding must not be allowed as a means to achieve compaction. During fill and backfill placement, a suitable number of in -place density tests should be performed concurrently with the placement to check that the required compaction is being achieved. Temporary Cut Slopes Temporary cut slopes are anticipated for construction of dock -high retaining walls and underground utilities. All temporary cut slopes and shoring must comply with the provisions of Title 296 WAC, Part N, "Excavation, Trenching and Shoring." The contractor performing the work must have the primary responsibility for protection of workmen and adjacent improvements, deciding whether or not to use shoring, and for establishing the safe inclination for open -cut slopes. Temporary unsupported cut slopes and trenches less than 4 feet deep may be inclined at 1H:1V (horizontal to vertical) within the existing structural fill. Some sloughing and ravelling of these cut slopes should be expected. Temporary covering with heavy plastic sheeting should be used to protect these slopes during periods of rainfall. Drainage All ground surfaces, pavements and sidewalks should slope away from the structure. Surface water runoff should be controlled by a system of curbs, berms, drainage swales, and /or catch basins, and discharged into a storm water collection system. Roof drains should be tightlined to discharge into the storm water collection system and must not be directed into wall backdrains. No surface water should be discharged into wall, footing or floor subdrains. 0 e o E n g i n e e r s File No. 0171 -025•R02 M.A. Segale, Inc. June 30, 1993 Page 5 Utility Trenches Trench excavation, pipe bedding, and trench backfilling should be completed using the general procedures described in WSDOT Standard Specifications, Section 7 -17, or other suitable procedures specified by the project civil engineer. Utility pipes should be bedded in sand and smooth rounded gravel, such as specified in WSDOT Standard Specifications, Section 9 -03.15. Additionally, we recommend that the pipe be covered with bedding material to at least 1 foot above the pipe. This bedding material must be compacted as specified above, but care must be taken to avoid damage to the pipe. Backfill placed above the bedding material must consist of structural fill quality material as discussed above. If material is imported for trench backfill, we recommend importing bank run gravel as specified in WSDOT Standard Specifications, Section 9 -03.19, limited to less than 5 percent fines. Utility trench backfill can be placed in lifts of 12 inches or Tess loose thickness below a depth of 5 feet from finish grade. Within 5 feet of finish grade, backfill should be placed in lifts of 8 inches or less loose thickness such that adequate compaction can be achieved throughout the lift. Each lift must be compacted prior to placing the subsequent lift. Prior to compaction, the backfill should be moisture conditioned to near optimum moisture content, if necessary. RETAINING WALLS The dock -high walls at the truck loading areas should be designed as retaining walls. We expect that the walls will not be structurally restrained; therefore, active lateral earth pressures are appropriate for design of the walls. The walls will also be surcharged by live loads from equipment used to unload delivery trucks, and possibly by stacked merchandise. The retaining walls should be designed to resist lateral soil pressures equal to an equivalent fluid density of 35 pcf (pounds per cubic foot). Additional lateral pressures should be superimposed on the soil pressure to account for surcharges. We recommend assuming a uniform lateral pressure of 100 psf for equipment surcharges and /or stacked merchandise. These pressures assume the walls are fully backdrained and hydrostatic pressures are prevented from building up behind the walls. To provide backdrainage behind retaining walls, we recommend that backfill within 2 feet of walls consist of free draining material. Free draining material should consist of a mixture of about 30 to 40 percent clean medium to coarse sand and 60 to 70 percent fine gravel, with less than 5 percent fine material. A 4- inch - diameter perforated, heavy wall collector pipe should be installed within the free draining material at the base of the wall. The pipe should be laid with a minimum slope of one percent and discharge into the storm water collection system to convey the water off -site. The pipe installation should include a cleanout riser with cover located at the upper end of the G eoEngineerI File No. 0171-02.54102 M.A. Segale, Inc. June 30, 1993 Page 6 pipe run. The cleanout could be placed in a flush mounted access box cast into the floor slab. We recommend against discharging roof downspouts into the perforated pipe providing wall backdrainage. Alternatively, the walls can be provided with weepholes to discharge water from the free - draining wall backfill material. The weepholes should be 3 -inch diameter, and spaced about every 8 feet center -to- center along the base of the walls. The weepholes should be backed with galvanized heavy wire mesh to prevent Toss of the backfill material. For all fill placed adjacent to walls, care should be taken by the contractor during filling to avoid overstressing the walls. Fill placed within about 5 feet of walls should be compacted with hand - operated or small self - propelled equipment. Heavy compactors should not be used within about 5 feet of walls. SLAB -ON -GRADE FLOORS We recommend that concrete slabs -on -grade be constructed on a gravel layer to provide uniform support, drainage and to act as a capillary break. The gravel layer should be placed upon a suitably prepared subgrade. We recommend that the subgrade soil for slabs -on -grade be compacted as described previously. The prepared subgrade should be evaluated by proofrolling thoroughly to locate any soft or pumping soils. If proofrolling is not practical, the prepared subgrade should be evaluated by probing with a 'h- inch - diameter steel rod. If any soft or pumping soils are present, such unsuitable soils should be overexcavated and replaced with structural fill to the depth determined by a representative of our firm. The gravel layer below slabs -on -grade should consist of 4 inches of clean crujhet; gravel, with a maximum particle size of 1 'A inches and negligible sand or silt. If water vapor migration through the slabs is objectionable, the gravel should be covered with a heavy plastic sheet to act as a vapor barrier. This will be desirable where the slabs will be surfaced with tile or will be carpeted. We recommend against covering the plastic sheet with sand in areas where the slabs will support travelling equipment Toads. Because the slabs will support travelling Toads from equipment such as fork lifts, we recommend that any expansion or construction joints be reinforced with dowels to limit movement between the adjacent segments, and reduce edge spalling. PAVEMENT SUBGRADE PREPARATION We recommend that the subgrade soil in parking and driveway pavement areas be compacted as described previously. The prepared subgrade should be evaluated by proofrolling thoroughly to locate any soft or pumping soils. If proofrolling is not practical, the prepared D e o E n g i n e e r s File No. 0171 -025 -A02 r. M.A. Segale, Inc. June 30, 1993 Page 7 subgrade should be evaluated by probing with a 'h- inch - diameter steel rod. If any soft or pumping soils are present, such unsuitable soils should be overexcavated and replaced with structural fill to the depth determined by a representative of our firm. LIMITATIONS We have prepared this letter for use by M. A. Segale, Inc. and other members of the project team involved in the development of the commercial facility to be located at Strander Boulevard and Andover Park East in Tukwila, Washington. The conclusions and recommendations in this letter should be applied in their entirety. If there are any changes in the grades, location, configuration or type of construction planned, the conclusions and recommendations presented in this letter might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification, as appropriate. Our conclusions and recommendations are based on geotechnical data in our files from the development of an adjacent site immediately to the west of the Strander property, and on our review of the performance of the surcharge fill at the project site. No site specific subsurface explorations were performed at this project site. There are possible variations in subsurface conditions from those we assumed to develop our conclusions and recommendations. Because of this, some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that sufficient monitoring, testing and consultation be provided by our firm during construction to confirm that the conditions encountered are consistent with those we assumed, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated; and to evaluate .whether or not earthwork and foundation installation activities comply with the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other warranty, express or implied, should be understood. 0 ► G e o E n g .i nee r s File No. 0171.025.R02 M.A. Segale, Inc. June 30, 1993 Page 8 We appreciate being given the opportunity to continue to provide services on this project. If you have questions or wish to discuss this information, please call. EXPIRES 1/23/91/ 1 TATaWK:wd Document ID: 0171025.PRC Two copies submitted Yours very truly, GeoEngineers, Inc. --TivrA.02,0 A .7-cre Thomas A. Tobin, P.E. Geibtechnical Engineer Jon W. Koloski Principal /)1 OeoEnginear. File No. 0171 -02S -RO2 Engineers M.A. Segale, Inc. P.O. Box 88050 Tukwila, Washington 98138 Attention: Mr. Dana Warren November 30, 1992 Geotecbunlcal, Gcoenvironmental and Geologic Services Interim, Evaluation and Recommendations Strander Boulevard Property Tukwila, Washington File No. 0171 -025 -R02 INTRODUCTION This letter summarizes our evaluation of settlement and surcharge data regarding your Strander Boulevard property in Tukwila. We also present recommendations for modifying the preload fill configuration to accommodate a revised building outline and recommended geotechnical parameters for design of foundations for the structure proposed at the site. The d iscussion herein confirms our previous verbal discussion and preliminary recommendations giveo to you for this project. Our services aro performed is accordance with a confirming agreement dated October 26, 1992. SITE CONDITIONS The Strander Boulevard property is located on the southeast corner of the intersection of Strander Boulevard and Andover Park West in the Southcenter area of Tukwila. The property is Located in an area of fairly old engineered fill placed during nearby commercial land development. In August 1991, M, A. Segale, Inc. placed a preload fill over a portion of the site. The height of the preload till ranges from about 11 to 15 feet above the adjacent si•e grades. The lateral limits of the preload fill conform to a specific building layout, Since 1991, plans have changed to a building with a slightly different layout. Portions of the new building footprint are outside the area of the existing preload fill. As part of our evaluation, we reviewed geotcchnical data in our files from the development cif an adjacent site immediately to the west of the Strander property. This data consists of test Ge7Engine rs, Inc. 44I0 154th Avenue N.E. Redmond, WA 98052 Telephone (206) 8151 -69 %o fax (20(;) 3614(150 •• • • .. -r • . =EGaLE i;USITIE6_ Ft�FV M.A. Segale, Inc. November 30, 1992 Page 2 borings that describe the subsurface soil stradgraphy and laboratory test data that describe the geotechnical characteristics of the subsurface soils. It is our opinion that the subsurface conditions at the Stxander Boulevard property are likely to be similar to those at the adjacent site. Our evaluation is based on the following subsurface conditions: The older engineered fill is about 14 feet thick and is relatively incompressible. This material should experience only minor or negligible settlement from new surcharge loads such as fills or structures. That settlement, if any, will be rapid and should occur during new fill placement or building construction. Tho older All is underlain by highly compressible organic silt and sandy silt that extends to a depth of approximately 35 feet below the existing ground surface. This roughly 21- foot -thick layer will consolidate (compress) slowly under new surcharge loads such as fills or structures. This layer is referred to as the Upper Compressible Soil Layer in this letter. Below the organic silt is a 37- foot -thick layer of silty sand that is relatively incompressible. This material should experience only minor or negligible settlement from new surcharge loads such as fills or structures, and any settlement will occur rapidly. The silty sand is underlain by a layer of moderately compressible silt and sandy silt that extends front about 72 to 107 feet below the ground surface. This roughly 35- foot - thick layer will consolidate slowly under new surcharge Toads such as fills or structures. This layer is referred to as the Lower Compressible Soil Layer in this letter. The silt is underlain by sand and silry sand that is relatively incompressible. EVALUATION OF SETTLEMENT DATA Settlement monuments were installed with the preload fill in 1991 and have been read intermittently since installation. The settlement data was provided to us by M. A. Segale. Inc. Our evaluation of the site conditions resulting from the existing preload fill are as follows: • The upper compressible soil layer has reached nearly 100 percent of the expected total consolidation due to the influence of the preload fill. • The lower compressible soil layer has reached approximately 65 percent of the expected total consolidation due to the influence of the preload fill. We compared the internal soil pressures resulting from the preload fill with those pressures that will result from the building proposed for the site. We assumed that the structure will be designed using the allowable bearing pressures given below. We assumed continuous exterior strip footings, interior isolated columns spaced at about 30 feet center -to- center, and a uniform . slab -on -grade load of 200 psf (pounds per square foot). • On this basis, it is our opinion that the site has been sufficiently surcharged below the footprint of the existing preload fill to accommodate the proposed building with little additional settlement from the compressible soil layers. i l.... 1.1 l-1:_ 1.• 1J4.. / NBC. 1 HI. 1.. M.A. Segale, Inc. November 30. 1992 Page 3 vM F' • W4 RECOMMENDATIONS FOR MODIFYING THE PRELOAD FILL CONFIGURATION The currently proposed building will cover a different footprint area than the area that has been surcharged by the existing preload. Therefore, the preload fill must be reconfigured to accommodate the areas of the building that will lie outside the influence area of the existing preload. We recommend that the preload fill be reconfigured as follows: • The reconfigured preload should be a least as thick as the existing preload fill. • The lateral limits of the top of the reconfigured preload fill should extend at least 5 feet outside of the lateral limits of the proposed building footprint, where possible. • The preload fill should slope down at an inclination of about 211: IV (horizontal to vertical). • The new preload fill should be monitored with settlement monuments. Readings should be taken about monthly through the duration of the preloading. We expect that three additional settlement monuments will be sufficient to monitor the areas of new preload fill. We understand that the reconfigured preload fill may have to be truncated where the new building is close to property lines. We have reviewed this condition, and it is our opinion that the local narrowing of the width of the preload fill will not significantly effect the results of the preloading program. FOUNDATION RECOMMENDATIONS FOOTING DESIGN We recommend that the proposal structure be supported on'conventional spread footings. We recommend continuous wall footings be a minimum of 18 inches wide and isolated column footings be a minimum of 24 inches wide. Exterior footings should be founded at least 18 inches below the lowest adjacent finished grade. Interior footings should be founded a minimum of 12 inches below lowest adjacent soil grade. Footings can be designed for an allowable bearing capacity of 4,000 psf. This bearing capacity is for the cotnbination of dead and long -term live loads, and may be increased by up to one -third to account for short -term live loads such as wind or seismic forces. FOUNDATION SETTLEMENT We estimate that the total postconstructiou settlement of Structures supported on footings designed according to these recommendations could range frotn about 1h to 1 inch, Maximum differential settlements should be less than ' inch, measured along 25 feet of continuous mall footing or between adjacent comparably loaded isolated footings. We expect that these settlements will tend to occur rapidly after the loads are applied. Loose or disturbed soils not removed from the footing excavations prior to placing concrete will result in increased settlement. Any soft or loose material encountered or created in the Vila r.,, nhtii.mt.Pn7 aECNLF Z'l'.•If•1Ess PAP.w 206 TTZ 32a7 M.A. Segale, Inc. November 30, 1992 Page 4 footing excavations must be repaircd. Repairs can consist of recompacting the material, if the soil moisture content is appropriate, or removal and replacement with suitable structural till. The depth of removal should be determined by a representative of GeoEngineers. Structural fill should consist of sand and gravel, or crushed rock, that contains less than five percent material passing a No. 200 sieve. LATERAL LOAD CAPACITY Lateral loads can be resisted by a combination of friction between foundation concrete and the supporting soil, and by the passive lateral resistance of the soil surrounding the embedded portions of the foundations. A coefficient of friction between concrete and soil of 0.35 and a passive lateral resistance corresponding to an equivalent fluid density of 300 pcf (pounds per cubic foot) may be used for design. The friction coefficient and passive lateral resistance arc allowable values, and incorporate factors of safety of approximately 1.5. If soils adjacent to foundations are disturbed during construction, the disturbed soils must be recotnpactcd, otherwise the lateral passive resistance value must be reduced. • 0 r We appreciate being given the .opportunity to provide service+ on this project. If you have questions or wish to discuss this Information, please call. E iF7ES t/23/ T4 TAT:IWK:nlm Documont ID: 0171023..1 TWO "copies submitted Yours very truly. Geolinginccrs, Inc. 1-.(1 A*7-cre- Thomas A. Tobin, P.E. Geotcchnical Engineer lon W. Koloski Principal 05/19/94 07136 S 6219740 ROBERT FOSSRTTI 02 STRUCTURAL CALCULATIONS TENANT IMPROVEMENTS FOR OLYMPIC SPORTS SOUTH CENTER TUKWILA, WASHINGTON RFA /: 9426 -02 DATE: MAY 18, 1994 A S S O C I A T E S CONSUL11NG ENGINEERS 1000 NORTON BUILDING 801 SECOND AVENUE SEATTLE, WASHINGTON 98104 TELEPHONE: (206) 621 -1803 FAX (206) 621-9740 F-7-S; SEPTESABER 17, 199 RECEIVED CITY OF TUKWILA MAY 1 9 1994 PERMIT CENTER CAJoi ts A 55 L*4 1' L el c 3 5 pa Lx) -4 55(04).1 .t «.6 ?L pI Ls.s —Upro ? or ?✓ 06ti w F AT 24` (\ cL;) . r 31) (3 1) n.2S w�- s‘:014. cdQa A- � (ss` v- 62),0 l ST11 W AS A.= ('4i')() 'Z.2, s, , w 22,5 (i.oIG•): sell.* A S S O I A T CONSULTING ENGINRERA al ss��� TELEPHONE: (206) 621.1803 PROJECT PAX: (206) 621.9740 GWENT GESIUN .1j 4240 • o2 KVA NO April 29 1.d14 DATE c^ SIWET NO 05'19'94 07:36 S 6219740 ROBERT FOSSATTI 04 Roo C Lod ► Oil fit v.5 ; ( 26)0;4) 1- t ' cow Lsc) 1;04. (,o ps ( gt )(2.41) �• —Mix( c, )14 44 ;1 52C, 1.112 $ 23( elos • amok Asanr.►A ►: coNSUtrINC 1:ncineaUs TFLRPNONF,: (206) 021.100:' FAX: (200) 021.9790 Q42.I:• 01. RFA NO. Zq Avil 614 VAN LC-2 4 w �ss�. .- 4 , to 064.10- 4-vlot W•aititia,{ 1 1 - ' 2 1 ) •r.w. )[ 1, r G- 1e' 417 tts1" < 1,0481 vJ ' 1, 0 4 (y . 4'7) r 5,13 * %, Nr M # 4/0 fix.' D),4*6 0,o49c87 C ' — 3,1324 ) s.044 A S=. , (,522 Co wc"' A CI) -:ix, T. 2( 5,�3) lt.S ,ke.14. Cur /1-4 ►� l' $ YTS a Co o, M I- (25( (.)1 - t ta,5 "'i A S S O G I A CON8UI71NU ENGINEERS TELEPHONE: (200) 021.1003 FAX: (200) 821.0740 41as•• Ole KM NO Ikluar ` pLc. QGrt5 ( •:L1, 1'114 1 GATE CLIENT P) S -1 DESIGN SHEET NO 1tz,s (it) 1. r c• CS31o30) 1„y I. 040417(25)(4 21 it (04 ( ?.o+ t) AAAC c 1152 111-g x d.00C.,`‘ O�t (fir ekLstk � �„ t �S •)(G) = 88 l desk s, bt - uitoic.s Pue 3( Lai) ' 5e04 txtl 71\44-04.a aeol 4 ('2 Lilt M • Go (36) a(, c. _n _ • 0 37 ,� Z 11.l, G va-4,.. y-,e ay s .,• " .! 44< 'J 4r /e/- !f 5 R 0 B P: R 7' 1 )SS A S 8 0 C I A T E 8 eoNSULTfNC `NRINRC.RF TELEPHONE: (206) 621.1807 MA: PM) 021.9740 C1JFtii u).:xulN 941444'1. R FA NO DATE; S J2 sn�tr nu. • e,Ldtdt4A4 ell-M -4•41 tO 414 ett(A.44 Q • CL 1,1 5,4 8,0 pS.0 � ^r C (� ( 0.4-. ' /,1 ?is; 1 tt 4 k (Ale Sc - - % 2S P A 4 0 ASSOCIA �S CONSULTING SHGINI tX8 TELEPHONE; (208) 821.1803 FAX: (208) 821 -0740 KM NO. y tAN Sti>21±S 4441 L'RUJE(.7 D.�TR (IJI NT OI :SIGN MEET NO, .a OL1Y14N 'WU I FUSSNIrit d8 eS4 ( «‘)+ 2,2 (G I) + 2(1,5} . 14.1. uvi. $?4,(' (CIS) + '2.2 (.) + 2(ZS) r $tef`S a.N .C\keiit 1 6 670) 4 c2' o . c, a‘#oic GG- 0- /S S Ak= ( 7J)( G1 z Steel do. s (ao P wti S'.^-ik.0r 1.S 7(S Ci4 al C2> Zc4 ciLk ►�,G. u�c (,2'rs4 Otri(��z A S S O C A T e 8 CONSULTING ENGINEERS �I/e $ ..t TELEPHONE: (208) 821.1803 PRWE�d1 C ��(� FAX: (200) 021•9740 RFA NO. 4gaiq4 DATE sai Cou g0e)r •• • 0004 A 6,.2So* 1 L '44.4 GIA.12 0,ft 6i,,6 R 0 R E R T I41 ),tiS11'I"I'I A A A 0 C I A T E 6 CONSULTING 0(IN1 CRS TELEPHONE: (208) 821.1803 FAX: (206) 621.9740 ,'C. 5 PROJECT P1 ICt• nFSICV a42C C) *2. OA N0. 4AA4tAi q¢ • OATS G-3 4NEET NO ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 '` '� JOB NAME _ ' 1N I:EE. t'", I 1 1 L DATE S "'I JOB No SUBJECT SHEET(MR- OF BY iK \ S i 2_UCTUU-1 CgLC_vuA i l 0 �.IS OLO1 tL Sl?o2: I.1. RECEIVED APR 1 9 1994 ROBERT FOSSATTI ASSOC. SiIZf' - b &"b @ Ar�p�J�YL 'fhLK. cAS erLKit,ii LA Kllk ,EXPIRES i I - 9 - T,C 1 RECEIVED CITY OF TUKWILA MAR 2 i IJ...l PERMIT CENTER ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. JOB NAME SUBJECT 519 -11 Oa— --C '►'� I L nG`r1V1?1L Z2 N Qtro N A C 3 of .R = 3a v1- 11E C3 ���y ��' (c = - 31��1� D L • f� f L(.= • .1. , 1 Ali Lt • 31 S IL f► 1410 sssb' DATE 3 - 1 J - 1 SHEET Iq{OF k BY '1P2 L Lk ,3g/` -/' 1 1bKl 3 /� MAX. (Ilk �'� tic,= `ISM! VERCOR FORM DECK SHALLOW VERCOR 9/ 11 16 DEEP VERCOR 1%," 1 • • • • • • . • • • • • • • • • • • • • • ▪ • • • • . • • • • • • • • • • • • • ' • • • • • • • • • • 0 • . • . • • • • 0 • • • • • 0 • • • • • ♦ • • • 0 TYPE GAGE WEIGIIT (LBS /SO. FT.) I + S - S UNCOATED GALVANIZED (IN') (IN') (IN') 50' 78 38 104 50 133 61__ 154 _Z9__ 28 .7 .8 .0101 .031 .032 SIIALLO// 26 .9 1.0 .0130 .039 .039 122 _Z5_ 162 —91_ 200 _120 200 _138_ 26 24 1.1 .073 .098 .099 A 200 24 NOT 1.4 .095 .130 .132 DEEP 22 AVAILABLE 1.7 .117 .167 .167 63 _....3i_ 161 _249_ 200 _ _ 200 200 204_ 200 _200_ 74 31_ 188 200 21W 200 206` 200 200 20 2.1 .135 .193 .193 VERTICAL LOADS (LBS. /S0 FT.) VERCOR • p • • • • • • e • • • O • • 0 • , 1. Values are based on limiting working slress to 30,000 psi (s) or deflection to L/240 (A). 2. Bending Momenl lormulae used for Ilexural stress limitations aro: Simple and Two Span: M = 1.541 In unlls of Inch•lbs. Three or More Spans: M = 1.285w1' In unlls ul Inch•Ibs. 22 VERCO 3. DeileclIon formulae for dellecllon Ilmilallons are: Simple Span: A , in Inches = 5w1' 384 El Two and Three Span A • in Inches = 3w1' or More: where E = 29 x 106 Ibs /in 2 384 El 4. A 2' minimum depth of concrete should be used over the lop of Vercor. TYPE GAGE 28 28 SPAN 5 A S _A S A 2'Q_ 160 93 195 107 _2'6' 102 42 124 _54_ 3'4' 71 24_ 80 _31_ 200 _17L 200 244_ 244_ 3'6' 63 20 4'0' 4'6' 50' 78 38 104 50 133 61__ 154 _Z9__ 5'6' 64 28 80 37 110' 48 127 __53_ 6'0' 54 _,22_ 72 29 6'6' _ 61 22 7b' 7'6' 8'0' SIMPLE SPAN TWO SPANS SIIAI.LON DEEP 26 160 _111_ 200 _145 200 _In_ 200 122 _Z5_ 162 —91_ 200 _120 200 _138_ 96 52_ 128 68 164 84_ 190 _9L 24 S 22 A 200 93 35_ 107 �4L 79 28 91 _32_ 68 22 78 _25_ 20 28 —' 26 26 S A_ S A S A S A 160 -156 _ 195 200 __. 102 _ 80_ 124 J41 200 _200__.200_ 71 46 86 __6Q_ 200 204_ 200 _2QQ_ 200 290_ 200 2000.._ 91L 101 fi0 200 200 68 21_ SIIALLOW 63 _....3i_ 161 _249_ 200 _ _ 200 200 204_ 200 _200_ 74 31_ 188 200 21W 200 206` 200 200 48 25_ 124 _19L 165 _ 180__ 200 _100 200 209_ 56 25 144 141 792 --152 180 205- 200 -IN- 200 79 ._Z2_ 105 i 94_ 133 115_ 154 _139- 65 54 55 41 DEEP 97 99_ 130 _128_ -59 104 _158_ 100 _183_ 24 -24 22 Q - _ _ __. 87 _ 70_ 110 _87 _ 127 100 73 54__ 93 57_ 107 1L 82 42_ 79 52_ 91 @L 54 34_ 68 42 78- . 48 47 27 _ 34 88 39 41 23 --1.2- 28 60 32 20 A 119 8Q 145 103 TIiREE OR MORE SPANS SHALLOW 28 26 26 24 S A S A S 4 S A 186 159_ 220 2QQ_. 114 99 128 -192".-156- 158 �ibo 183 92 72 125' 94 115 18o 134 76 54 70r 70 729- 87 149 — 100 64 41 —or 54 -19r 67 —125` 77 -72' 42 --02- 52 —iW 61 —62- 34 —or 42 —0r 48 -78- 23 —GI-- 28 —7b- 32 DEEP 200 200 200 200 25r---20.-6- 200 54 27 -'83-" 34 -IF 39 22 S 20 S 1. Values are based on limiting working slress to 30,000 psi (s) or deflection to L/240 (A). 2. Bending Momenl lormulae used for Ilexural stress limitations aro: Simple and Two Span: M = 1.541 In unlls of Inch•lbs. Three or More Spans: M = 1.285w1' In unlls ul Inch•Ibs. 22 VERCO 3. DeileclIon formulae for dellecllon Ilmilallons are: Simple Span: A , in Inches = 5w1' 384 El Two and Three Span A • in Inches = 3w1' or More: where E = 29 x 106 Ibs /in 2 384 El 4. A 2' minimum depth of concrete should be used over the lop of Vercor. ENGINEERS -- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No JOB NAME SUBJECT 4I- V( lYL_ c.'►Y v I ids rn? 1 L 90 IL.; i a. CaL " alc r, o' aiciL1 11_ csx. )e..1 LA t-s- ? .27 = S-17 t2Y` .- ash, C fnsC 1, (1 q6 Pr s I SCE , 5 -11,(41, ?= zxBZ= NW. 4, -L. IT3K ClzpL- zra osE 82.t2.c - 106 1%. a = X102,1) - fl <64_ =1) 1 • (fh- - I0*' /q,L8 • 11, 19(4 /11•( = 10 1"‘' ( I )A .2 (I 2LL °SDK') .,113 �1.� DATE SHEET 3 OF (c BY :f! NIX 3.21 i41/4( 7, i k X 1/7. (A = 12 •`I � S rk �`Iitt`U,' - 19 l(ri �� r IS6 fz•�, L g ' 8n1 , f. (1)(t 11 Ci 1,1 "..._�Lt...1 rI • 6, I my 1 \t 4' •ii ,s�� ill t)SC 9x1r /Z, t) cr...r;., UttlIOLD ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. SUBJECT JOB NAME 51 IJL tL Rrem I �- n l.r-On l L 1, o it C i Lil..l l'1(L— tI\ f (Z U4LI1 ' to x(4, k ( = 6.&6 S F /2• ► r= 2.• 3 . Q, lAItiN b) lit- ‘31\knNC.ct . 1Iri3 �= 3 q4k- -n _ < CL, =111. Ic�l� 41 Z �� (ti,= .`I - CSI P = 18.'k 1(CA S`f/C,cf , 7 -`i vit (),1,41�� 12,1 DATE 3 'IS '14 SHEET \- OF IS BY .- �- (i (zzli) -(- $ 3 : 4'4 (I il '� �l 2)' io a 1.g1(, .1`l _ 0S1 C ►,� �� 11•(0 ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 1 IL 1 r} &_.. (411t T) f� Joe No. SUBJECT JOB NAME n L' rA1 C. 5 ?dry.; 15, I h•) A1ft-lltar<.. Gol.k) MN) C et ). !g� = (, 01 I) (3o) (,o) -f ' -11K \ K M • �i.' 4L-1.6 , ELL k e ciAL - P,Ac* EO (.omh►pJy g. , '1"I i (L Y (dZ) � 21 I IL. 6 0011 ('A11(.to (.4 A H E1 . 11 ..{ k2 Z/4 r ig!: %" V »' r 1 = `1 1 L 0-ce) � ° -1 z 1,1 10;s1 ,(rt. ' 1u / 11,1 -fib 112' /2G,,1 ,t,t. K}- ti\ DATE SHEET . OF_•__ BY ▪ '51 C(/` 1Z- re : �(-f • (-�z L6.1" L!. . •7? t 27. t3 •'fie < I,,a ) • 1'c) Ott- t.; s c r! S 6, k vg7. ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NAME ?Jr01 10 (... r2 L M Lr' Joe No. SUBJECT O 1YNl I C. 5NLi I .� tot)6 (AL 6 -1Z. Y•S //(o �'= `I '“ , r- ?,5; = 7� /Z . $ .1/1" • 1 � u. 0.0.c L. 2t 16,1 VS, cc, • 116 . r(A) 16v/z1.7 11.6Z I2 •1t;1��L s13 Z1•(.0 DATE /_ SHEET (0 OF BY f1\ It. USc 1-S 06 XS/1(,. SINGLE (LATE - Wr SIIEAR TAB CONNECTIONS - A -325N BOLTS - ts. COL.. ---, CONN. e"An9E AS C!? S/ c= E Vw-/EN !? _../V'! C X ' G U J � 5 S . Cdr.. -- - - - - -�- /025N /130/..-r CCU.Pvvi/TY 1 r- 211 1 7. Ij1 4 PER SCHHED, lil %Ci',ivr55 '_°C1 LCD. C. Melon ENEAM PEF1 /L ,N. WIDEFLANGE 1 NO. 1 11 BEAM 1 of 1 L 11 SHE IBOLISI 113 LOAD !PLATE 1 WELD I. :THICK. 1 SIZE 11 /4'dia.1 t ! 117 LOAD !PLATE I WELD 11 ITHICK.i SIZE II /8'dta.1 t ! 11 I ! LOAD IRATE 1 WELD !THICK. 1 SITE 1' dia,! t 1 1 1 1 • 1 1 ti t 1 t W33 & IGR. 1 10 1 30 II 85.5K 1 5/16 1 5/16 I! 1I5.9K 1 3/0 1 3/8 11 151.8K ! 1/2 1 7116 1 1 - - - -11 1 1 11 1 1 11 1 ! N30 1 9 1 27 11 76.OK 1 5/16 1 5/16 1! 102.9K 1 3/8 1 3/8 II I34.8K 1 1/2 1 7/16 t----- 1 - - - -11 1 1 11 1 1 11 1 l W21 1 8 1 24 !I 66.2K 1 5/16 1 5/16 11 89.7K 1 3/8 1 3/8 11 117.5K 1 1/2 1 7/16 I 41 I 1 1 I I -11 1 1 1424 1 7 1 21 11 56.4K 1 1/4 1 3/16 1 76.4K 1 5/16 1 1/4 II 100.0K 1 7/16 1 3/8 ! 1 - - - -1! 1 1 11 1 1 !I ! I W21 1 6 1 18 11 46.3K 1 1/4 1 3/16 1 62.7K 1 5/16 1 1/4 11 82.2K 1 7/16 1 3/9 ! i - - --11 1 1 11 I I II t ! W18 1 5 ! 15 I! 36.3K ! 1/4 1 3 /16 1 49.IK 1 5/16 1 1/4 !I 64.4K 1 7/16 13/8 1 1 -111- 1 1 1416 1 4 1 12 11 26.1K 1 1/4 1 3/16 1 35.4K 1 1/4 1 3/16 11 46.4K 1 3/8 .I 5/16 ! 1 - - - -II 1 1 II 1 ! 11 1 1 1412 & 1414 1 3 1 9 11 16.3K 1 1/4 ! 3/16 1 22.IK 1 1/4 1 3/16 1I 28.9K 1 5/16 1 1/4 1 I - - - -,1 1 1 11 1 1 11 I i W10 1 2 ! 6 1! 0.2K ! I/4 1 3/16 1 11.IK 1 1/4 1 3/16 II 14.5K 1 1/4 1 3/16 USING A.I.S,C, 9th EDITION TABLE 11 DESIGN ASSUMPTIONS T.) SINGLE BOL1 ROW 2(=N0. of BOLTS( =7. NOTE !! NO. of DOLTS =0,9,10 ARE RASED ON ACCEPTED ENGINEERING PRACTICE BUT IIAVE NOT BEEN FUILY TESTED IN A FULL SCALE TEST PROGRAM. 2.) BOLT PITCH = 3" 3.) PLATE VERTICAL EDGE DISTANCE = I -I /2" 4,) DISTANCE IRON WELD LINE TO 001T LINE = 3" 5,) SIIEAR PLATES ARE Cy = 36 151 6.) FILLET WELDS (EA. SIDE PLATE) ARE EMOIX ELECTRODES 7.) t(=db /1'1 /16" 8,) L) =1/2 NIIERE "1' IS PER A.I.S.C. ' W SHAPES, DIMENSIONS 1 PROPERTIES ' 9.) TABULATED VALUES ARE VALID FOR COMPOSITE AND NON - COMPOSITE BEAMS, STANDARD OR SHORT-SLOTTED HOLES, FULLY- T1GIIIENED OR SNUG-TIGHT, AND FOR ALL GRADES DF BEAM STEELS AND ALL LOADINGS. 10.) ALWAYS ALSO CHECK a) 8011 BRG. ON 9M. WEB b) BIOCK SIIEAR IF $ARM , c rEn. ENGINEERS -- NORTHWEST INC. P.S. 6869 W00DLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. JOB NAME SUBJECT `1I R.R-tA rY1.- ai fir\ I L C1 L`ev1I L st %niti T5- rLO 4/\ 'c&I \,J' _ .118 ICsr z PSr S ��IM�Ir 011.0. 4> . 1-0CL- 1L(OIL ►wv\ Joi n1 - • 116 (3o, h 6 (r! ()co) (p 1 G k. -) EL 66)(1,1) ) ,.�• ,17Po(1°/?1-t,l .r 2.6 I4,1I M - 24\(Jt)/ =�15 ?,sm E(zl A-10' 10-(EAtO/L ., �.� i- 14- 1,1 (3o)7& : in l�`I DATE 5- IS (l'' SHEET_iOF I< BY Alt). vJto X11(,, wZ`Ix1rl• t) f E In12..9)(1. 1 OLL= • (14110 IN 2`I X . (...Sc.) NE. 3'16 O(L. (1)/41/40 v\)1ta u■Iu Ct✓1f. -'Zhu. I 5- -DP) 11121%'1'•► (MIL' 1�2 �-' ( pt...S) ..� ` ht kl ol■ Xvkt. ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No JOB NAME SUBJECT ' grIMI.1b lid ?EMI L: Q (..L? (_h.. efo t fr1 t) /� To wmu... . Rue ?ct. 606 7. .5• 33/22 2,6,1', , ig/z , I _I��0 IILi1 k� u kik DATEGj SHEET 1 OF BY (v.1( 6v"&Ala :dam017 L ►f t• `i _ _ . • `( 1. • ' ( 6 < I • h (.1.,k_ �a� Jam• �,lr .�, ` Arlt)r.� Irl ,033('0 ;j 1(7I�'.n rt. (f.1)- �Z�. ►�y )2.X21 AC/6 ENGINEERS-NORTHWEST INC. P.S. 6869 WOODk.AWN AVE. N.E.: SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No JOB NAME SUBJECT GPI KJt-N‘b 1 L._ 4.1; ri)o thi c1_. „31/0 -1 ao /No (v1t "/ Lc, // (N)trLI-' rlQjf Loft-D Do 1,101 OLL,L)>Z ToNhCL. Long iU t X c. LE 1-0l.Ka 2` /LYtv0114 - I 60 tic 0e,. is 4., = (.62tb (, /L� =.'HZ (1 /2Loz) vz = q,Ilk 1, q, I► fi 2 . b1 DATE SHEET I0 OF Is BY �17 1 = 7 44z> x �� /. -',fi1nUcm -1•1 Er) us Lx• 1 - •t8 + IS - eta G 3 ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Joe No. SUBJECT JOB NAME cL nLt(M ?il.. e/?0P G 3 .Iact ? „0 (iS 1./11(4.424 e UAcIt- t�( 11ov-1c\I.t1L - S)1-E DATE 5-(6^9k/ SHEET _r __OF 1 BY v s 2 t 5.62c 36 + .y( = Z < I,�� ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 al dL Y,) L ?rEieslc: JOB No SUBJECT JOB NAME 6 Lyvvi ?IL 5- 1)oll..l r. -H (X.. 4.IR. I n void, GIOL(' is (Lcc DATE SHEETII_oF BY — __Bh�i- (Ave x16 (A -2Z•y 5= 176 c -11.41 CL =v}z \. Utkz b 11,1 •-t -`I 12Zj1A N' lc-et a)(ui •( ) `3-i <C� I2�.1 r= 1x4.08 c� - at .� C& = •fle ' (1(0 • 21 �� ICiS) n r✓ 11 Cl - Ioej,op, ) 22. K. '1- JI 24 X16. Dt( ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)526.7560 - FAX # (206) 522 -6698 JOB No JOB NAME SUBJECT (L`(IM P I C. s?orts c4. c3,�Ai i N"r. ➢Es 1 a 0 L e fo saws c') 111E Si101L1 Dille(i10N . MIS IS E To i►1E ?oss 1L11y ar ?halm-- 4JL . e ►2 s tino1J I Mai r0,1 tic 6t1016 D11LcL71o0 rcS1CirJ 51 Wit_ ttLs C (,9, 1Z.. a T 60-004- 1 0 2 'E coNCa 71 iLa i o 188' DATE i SHEET • BY (i✓ rWUMi7 v\IPa . Z1EV V1111 o v C OZ. PsLe. '07?-0k. filloc (Lops-0 3 Si 14C∎ ■ W4 (qo/3L' 44 (06) 1;o v 4142.2 113k 4 J5 r.Z3/ g.5 = .138L3,( 78 t i �s��l�0�� I �I k wm--s kiL z ,135 .O63(34o) + I•S(,) (0o = ZZSk X10 Q - A ICI 668o) /, = 231L`1 /k =_° h33 x2D ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522 -6698 Jos No. JOB NAME SUBJECT OL`{rn?IL o U 4 . fz.c vs.1- 7 DL Ksr- t.Ut,UMt 2Eiid,OFJ € (.1 ti b O t, =j (•178x30).4 .1-) 3o 7. G 3 k • CPL - 511(', LL= 112. !L E(.nx3)±.'I-0 Ecnhilow 6 64-It N• 9 30 12- .118n3°/2. 2,7 K/. CA= �g', ��° 1,1' %1010' DATE �" SHEET S OF (S BY A�. O u - -r •R 0 Q o ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No JOB NAME �) 1\�VOL.. \ L DATE SUBJECT ���� T L e?'-4 SHEET I S BY A-6 loari fool' 4c-, rd (t_ • boo r-1 LoLo M NI S w A-1A), (...Ors i ILPrL ■ ' 1 c..tJ MM 6: r ? \ Lb I rJ 61 wAtL,c, 4-WE k.so "D,1 (100) (\IL.y Iiu_o U -a i 2. �► i2.t NA t:a ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Joe No SUBJECT , Jos NAME ()G7J NI ?!� 17t- mti I)l1L 2.-t.,1111 L. M . .A DATE SHEET I OF BY 111 r�1= 1.88 el0Y /2 33g1 Y",`1 j z L ° - 33g . z2 •��. Igo z'i '1'1 `4 tt , Jlc = I,,611� j> 1 S 2.11,U i E 61-LCD co2Cz 'f0 ?I C12. IQ -4, o kt-1 0 Os, CD =4•1 ke--0 fibfVr1 cx, 'hi t I ti. R117,11)11-1 cs RECEIVED MAY 4 1994 ROBERT FOSSATTI ASSOC. ■ ENGINEERS— NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 Job No JOB NAME O U'f MPI L r7 I -I- DATE I 1hJ �. K-C 1111 L . SUBJECT SHEET 2, OF BY' ki =22 1;1 xED ? (iL UV' . U)A LL k. d. tyek i.4, V .(Yl sk 11 13.8(X} 8.80/0 32, -8 f kG c ) I. (4 I 1. S`/ As, (,N soi ,0 3 `1 7 o o ' �3 • 3.5 11.2y/ l' ISO •(iI , 3i 13,E g.8. op 1/ 2E; r.ir 47f- 0J1Q-Y) /Maurao aP��a� '01%/k Prt.1 LFUO (LO W Prot. 2.c1N r zi ,1 rt1) 2 .C. (1s - ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. Joe NAME SUBJECT 0L'i'vl Pi ( 1:41 .1-12-ft/4-0 0 1 — ? A1L 'Pt €ft.. 0 a 0 V — l2 -S61 ". Y. 2-(' PILE ,, y4(2 2G1 dr ho ERN h iE DATE SHEET OF BY A43 W -C. YA RC- R-L gq, (K -1) ,—A, Ic. Ac ,ot I 2 9 9 11 zi •S3 a 31 y•S7b '.S31 ,32y • 7/, 7r 3 IS.3 1,30:44.1 f "3Xf.137f-i 3.1 1.75 .1( . Z WIN I060 cY) _ 01 C'_) 3M rn.1c AS C7Ld111) ii6 — I'( -Io—( 2-t G I 4xix0'-11" R. BENT THUS: PLAN SYMM, NOTE: REBAR TO BE EXPOSED 3.-0" HOOK TOP Sc BOT, BARS 3Pc SIDES ONLY Q 6 x x w/ 4 //6 0 4"o/c (HOOK TOP & BOT. BARS) TOP CONN. PILASTER 0 SIM, CONN. • 1 C 3 • 4 TRIM BARS I -""--- BLOCKOUT 0 SIM. ONN. ..1-- /// 1r RECESS TO R BAR SURFACE PLAN TYPE (A) CONN. ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. SUBJECT JOB NAME OLyM ? C.. 61)14N ?€ I u Fao 1 ) 4 J�ESI la eJ �C.ciTi 260 DATE SHEET 1. OF BY ►T 17 ME• CO, tX' F1-6, 2MA k..' # 116 Clo k3b� x. 14001` r ( ^5 (L. -M9)(' MG3i,' Cc�NI.Y 1 c 2r 1)( 50 G> M En f 48-r-• ?M>fl fi /6o = Z31 iL M chi t 4o6ir E 21A4-6)(2. F 0 ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO JOB NAME SUBJECT tl L`rrvl P1 Si f * r) CIL €31N1L. Q) (5 1 T-1-/R w (CtJL v 6oki () (1D /Z) _ w� = (g 8) (10/2). z•�) �' vJw = (,2 )41'IC) 62) = via S DATE SHEET C OF BY 412> J• Wog' C, %. _ , Z, ► ILSr <,‹ q = 4 ILSr 3I ? it7ki, Dtlo ENGINEERS NORTHWEST INC. 6069 W00DLAWII AVE 1 N.E. SEATTLE WA 90115 Project Name : TYPICAL FOOTING DESIGN Run description: COL 9X9 P0001 SPREAD FOOTING DESIGN Version 1.0 1387 CONCRETE F'c (YSI).. 2.50 STEEL Fy (Y.SI)..60.00 ALLOWABLE SOIL PRESSURE (VSF).. 4.0 ULTIMATE FACTOR 1.6 MIN REBAR SPACING (IN).. 8.0 FOOTING MARK F 3.0 F 3.5 F 4.0 F 4.5 /00r-4 F 5.0 F 5.5 F 6.0 F 6.5 F 1.0 F 7.5 zs Q F 0.0 F 0.5 F 9.0 F9.5 F10,0 F10.5 F11.0 111.5 F12.0 F12.5 F13.0 F13.5 F14.0 F14.5 F15.0 F15,5 F16.0 F16.5 F17.0 F17,5 F18.0 It FOOTING ALL. LOAD DEPTH (kips) (in) >( ) ( 34.8 11.0 47.3 11.0 61.6 12.0 77.5 14.0 95.3 15.0 114.9 16.0 135.9 18.0 159.0 19.0 183.1 21.0 209.5 22.0 237.6 23.0 266.4 25.0 297.7 26.0 330.5 27.0 363.8 29.0 399.7 30.0 437,1 31.0 414.4 33.0 514.0 34,0 556.6 35.0 597.8 37.0 642.4 38.0 608.5 39.0 733.2 41.0 781.9 42.0 831.9 43.0 800.0 45.0 932.5 46.0 906.2 47.0 1041.3 48,0 1093.5 50.0 l\q.UMa) P0001 SHEET No -1- 01-01 -1980 DIST. FROM BOT OF FOOTING TO C6 OF REBAR..(IN).. 4.25 COLUMN DIMENSION -X AXIS- (IN).. 9.0 COLUMN DIMENSION ,Y AXIS- (1N).. 9.0 MIN REBAR SIZE (1).. 4 MAX REBAR SIZE (1)..18 SCHEDULE 2t REINF. -X- REINF. -Y- REINF. -X- REINF. -Y- (in "2) (in "2) > ( ) ( ) ( ) ( ) 0.71 0.71 21 6 21 6 0.83 0.83 21 6 21 6 1.04 1.04 31 6 31 6 1.36 1.36 41 6 41 6 1.62 1.62 41 6 41 6 1.90 1.90 51 6 51 6 2.33 2.33 61 6 61 6 2.67 2.67 71 6 71 6 3.18 3.10 81 6 01 6 3.56 3.56 91 6 91 6 3.91 3,97 101 6 101 6 4.59 4.59 1!1 6 111 6 5.05 5.05 12i 6 121 6 5.54 5.54 1311 6 131 6 6.26 6.26 81 8 81 8 6.80 6.80 91 8 91 8 7.37 7.37 101 0 101 8 8.20 8.20 111 8 111 0 8.81 8.01 121 8 121 0 9.45 9.45 121 8 121 8 10.39 10.39 141 8 141 0 11.08 11.08 151 8 151 8 11.79 11.79 151 8 151 8 12.84 ' 12.04 171 8 171 8 13.61 13.61 181 8 181 8 11.40 14.40 191 8 191 8 15.55 15.55 201 8 201 8 16.39 16.33 211 8 211 8 17.26 17.26 221 8 221 8 18.14 10.14 231 8 231 8 19.44 19.44 251 0 251 8 ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE, N.E.- SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 - FAX # (206) 522-6698 Itfa■SaaL JOB NO. JOB NAME DATE SUBJECT SHEET 7)F BY 611FThl mAtl_ ,gli 51turri_. to C), V/ fn-L- Vri.".( IQ )( • I ) (3;N4G - i (4' d VIM) .y.,:...--- V' 111.14- r- Z. 12, IL \i' 4 = 2I7.' wit ic zw ,. 211.C, C1,q j- 1441- 8 Z.8,8 Wek: p_LL. r 10- "t3 _ le,11 • -1-fl_ a j.ol -1i 1—‘4"Nr:s.-•/"`' • ""\-."*". ( 0 1, 1 0 Z. a I 4, 10' A, 10 e.go 1' (Al l\LL k ek; .tVA. L. kbv1 (L) 'iiZ (..r. ‘/Ki 6&\ `, l , 1 I 7- lo I./. 1.811 .2u, "S 1 11. a. to 1,1 1.811 •2i& 26,1) cit 1-L, ,z,o •c/ 4,16 i-1 -7Y.-7 lor.2 n.) i a=8;1. ENGINEERS— NORTHWEST INC.. P.S. 6869 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. Joe NAME SUBJECT JPu- O e) l w DATE SHEET SOF BY J u � rltl A 0. J OI\ IL'( f:LErY1. o 1.10 ISO t" 76 1( cr o,°J PJV 600r`Jc . G�ih ENGINEERS—NORTHWEST INC. P.S. 6869 W000LAWN AVE, N. E. - SUITE 205 - SEATTLE, WA 98115 • (206)525 -7560 - FAX # (206) 522 -6698 Joe No JOB NAME cJl 1J()`lam. DATE q SUBJECT SHEET r' 10F 4J141.L., O BY Arb • m(NI M I IrJ1r0a- C..O'vt °cN I Gt-lEcY Ir • 'Two ( 11AItJt, NILE i) Ac.v = /0 X101(11,=1260Ir�L ZAw AL./ = (ZOO I 13z zkd 4,,,, - IOzK. o �I na 6LE, C J1t'1 \i \ Y S 1 N L. C C J tLA I � , rf PS'r M J is > Ida cxlc� , .76 l oar �-- JA. = I0 Zk e) 1,01 . QQ 2c ItJ" ( Moir' -Gob' to k1L _ ,3a ih% 4 (214 L Er: i)s 313 ,A et„ z . ,d029 /QkIL ACS -f� - 7( 1( VA (01 " t, \h = ,Ct02. / kA/ Icy X2.okI7_,=1.1VOrn. (ao n \/c = 21<)I4 y AL/ .(x)z.a X/O I L I1/44L 41- CIC`qc = . ci2) EC" ENGINEERS- NORTHWEST P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 • SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6698 Jon No JOB NAME SUBJECT WA u 51le'i1 . : eI4 " °A. Er DATE SHEET jiT a rOOF BY 11/43 A t L 1T1� Ac.0 ZakIL='Lino rN 7(c Q3 = •naz1 v.1109.) XGaaaa - s231 < (I) #t\ c r2GI�.r OIL C 1 12Z��- Zaoo)I C Z = I11 e = 6at31 AS2 00 Y16 Al (o) 3;2, 8 It = 12Z) IL-I 12,, 32 2Y» et-= ,80-0)(12. .= IqZ k = it ton , 5; ( ,9) 11/4a (172) L As = 146 do2-)Ooklerz) =S.It;rJ2 ENGINEERS -- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N. E. • SUITE 205 - SEATTLE, WA 98115 • (206)525 -7560 - FAX # (206) 522 -6698 Joe No. JOB NAME at_ _ DATE � ! SUBJECT SHEET LA-6' 110F moot jU/tJ.J I13(a. yl o r a 011.)(3) + 3o s) (.11)1:: 842t/ A2 = • 85 ['(zn') (3a) + 2$ • (-6) .s1(4°) (3)'71*1) BY f M►ta xi,r Moi sCZ`i 17cS r t3 ►,1 i-oo i i►aU Pib ZcSI S+ GJ acithl.WO E� . 4‘) 01 •3 C1 • J = .5 -f- �o 338a 12.1c -Roo Ni-- t: _ = (' G)[2t-7 . i- ,c7 00o) ° 1St ?ILA 9E, ot,s t.1 ENG I NE E RS — NORTHWEST INC. F.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 • FAX # (206) 522 -6698 JOB No SUBJECT JOB NAME A I G C •• ■I 4 c °O 0 —r 42---- rn iiN161 c-..(% )12_. bNQnL wA -1,(_: e 4a.1( Nol )a 6% 'DCS►yN 0 1,1u PAEt.. tN p I,a0iJ J = 2zoL I A, = 22.0 (33 }2) c 'flap 14- J 461, = faS IL �dw� - zs Cog I- 2.) ° . on1L` L •1e9� : ?8.6)(311 - WI Jc.-I I tA 12 �t_ . « v to - 13So � Ptm Wm. L• >,77N (.1-8S t2-) t (1' + (,o ^ .-.4 Zlc.. 2- 4- x2_ ? go IL. (-A f oLA.. t L 1c- < (1) ' •31cSr Al lo) Ln COLA... t bL M= -1l0o t101 M = 10(01 !pQ lo M*" 2.1 )1 1Z 3sc,- 3(12.L _L) - 33 g z1���?33. - < y/3 (4) �� r) le DATE SHEET I OF, BY 1Z Y 4K2_ . r o;ks% .et �. �2xto �✓lo =•nary fsao rk61 lob`( Ic.-i MrL = � 3 t IJ 1.b)S. L;oiL 1�r nn I,GI } 1 -5 tvk `i ° 4,`( ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Lr Joe No. JOB NAME ) - \n C L_ DATE SUBJECT SHEET ,,SirLiOF BY P(e) 1,) t LE)(0/ -.. 4.- a`i -3 - Zo �3 i �jy = VI 6.2.1)(0 1 .0 (L4 1/0 3 61 3-86 .`i) (12)(IA .j3) e.= 'nntiZ = 6630.) bix2o.6,j t.L t0 p1 (Tx � 47 t a� Dien - La HI. 3.216.) +.1C(ah .3 a I &olL . NG : 1:1w (7x Lo. tg3V000 _ I 1, 51\ (11.E.-61:C F2� t,l �O' \ l 1" ) Y:11-) -D C3 (. 1'1 -1.c) 11-3 •cei(z)(aodv (q`()(ZS•62, =I& ) o •; St 1 IUAK P19 G .,0oIS(IZx2-1 e12:1( 7 �Pj L ENGINEERS—NORTHWEST INC. P.S. 6869 WOOOLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. SUBJECT Joe NAME `1114D,st 1L DATE SHEET BY ) b) Ctt .IL FOoil► -16, wipAE i• q=a011-- Jwn,.L z aIL '/Mfg I31 Md = Z2u (33-1-2-) ="loo r11/ d 2c(Ig t i.)= Sri 3 g IiI 611Z.) = 1-1/41g`iL -1 Ma `; 4•g (,o) = (64Y K: lot(0) 3030 k I/A S WAIL F-m1 DL = (GV.8 t &o) t i14 + Z t. +In = 2C8 I 4, L I rzL. I �:t$.$t26= x•{•61 4C.' 2g.g t SI = So ilt.'4Stf - folk 4 LL LI-S t II? . IS1 k_ 1-'4/ M1L A o!-of 1 L' la'rri., N 61 • t s� in = Is36?.k -1 11. = 53'-jig -181 M v1,6 (oz .602!.0 = I -61/4( c{ Z IL 2. (-1) _ 4 k ▪ < • Y /3(4 � 5x(5 1`1•21aJ (0) L1 i cAnu N) Ste. I Lg. = �(tj.I261 I.1G;I U 3x :3(1 - .3) . 3A6 31.cxg -(4" DL. DL t LL ants`( -12,X16 2� OJ tIL-N U R- a 12.33--' ,81L-21(34.) t 11-6001: = 2.0100 61( 1114_ _ 29_1 °U = I'1 'I.1 Nl 01. 12333• ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206) 525 -7560 • FAX # (206) 522 -6698 JOB No. JOB NAME Si 2���� -- DATE SUBJECT SHEET I OF BY I - • &n177_, : 26.1 I 3 •; L t , r (t( (24g = _,I1L- 1 2. i • i.: r IS (.9) (`i6)(Zt,4)L c 4002.6 INL 10 -ft CA -10,42-) 1) St-IO i.. Jay I.1( ‘0) t.c(6/)1a: 2J2)(. (1)k)L on .lomd) ('()(LL. ;)= z_;-)1<. (Goo j J�It Er w w)ir1 Tb u -% 7 � JL 231 (1i2„ _ Z J Z\L kk 5) St RI N k A E = •00(8 (r2x 3o C C tol -. i rr _ 2-4 x v3/ /o 9 L t J /bo T 8 Gl Lim To? ENGINEERS— NORTHWEST INC...P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Jos No. JOB NAME tlAr-a') DATE SUBJECT SHEETiOF BY IV-) -j 41I( ��`I • 2os /24c. - (4)14(3.0(3o - I Vi IL 7 L- 4K,Z1L = 6023)(3 0,0)- 26.31'S 3x 4x L I • 1 -0 o wmc_. - ./a; Ks - aPt4C9' 4XZONIL= 160 %i� Win L. mtE = 13ox3I = I °Mk I'i WAIL (gO30 —°1r10 10- J III 11 12. 6.15 7s 5 I.78 1.6 Z.`( •35B (1L . (Go .3�23, V(7. , (oL( sly6 S (.I'0 .1 13 .`I' 11. �,� 2,1 3. iz VI 126 q� , 3 1$ ►o 3 ,s 3 r ( 444 ,., ,o ENGINEERS—NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522 -6698 Joe No JOB NAME S�f�A�.1nc� SUBJECT 1.4111...l_ _ 1-11(0's Whin_ DATE SHEET., 12.F BY AK1) • SIB W ALL 1It a� 12060 r'vv .Y EL"Nwl< 3 i 2CL- I- 06/12) 6.d.: 70 12_ [333,6 X Ott`( K,1 ?u a I,`( [SI•,6 =17.1 •.c t _AA /z a _ X2.1 t � (.�'�' Z) S 6ti zi '1 Iola 1�5� •11 Ie:1 • 21C, c IJO U?J YV t,., j N 0m 1; = C1a s� = Z��Z F'3 =Q°42)(S .. - .i 03 I2 IZ _ (I a/0 0,c) = 6 .Z Fi 1 A — O a J (c) - ' f • - 1.1 [444- j� (�� �,�. 1.`ICIS ((1)1- 25214-, 'Put' I I� f ‹ -C*23 iPIA - I , `1 { 4.L1-1q = l'ac 6.2i 21. L 21. .0 5. Ho .= 24c. 01( 1.30 3o u,J f Ar-Y M ICM i ?) -i.252 Cs /z .I.2- 7,1 11.3 t12.`i 10Z -= :11 24-c i000 takY ENGINEERS— NORTHWEST INC. RS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522-6698 JOB No. JOB NAME 45TrIkrbc.YL_ DATE SUBJECT SHEET,SZKTF BY ft(2) c. .1 th\i'ml_. 11- co" tAl 1-41 I‘A rA CL) =10 VAk(I,=-• TIo INL Vico 'Wci, (zYgp_15-T—vo 1000 102,'S \J, ii( NA pm.X tV\ ilEtorc-ori.t..oN‘ fe 6 -0 IlLJ loY '14-Y1 = (100 IN\1 ZAt-ofiCi = 2 (1(2,115--;-0 1°°° J,, 1,1( (444) N4a, coiciy\ to xcx = too o trz rakv z(coon.h. 1.1/4(05 r zi. < till 'rc, $ Sir,144tE. 610 /tb'l%0 tfl < A( 2;1 e .0021' ( 18" /4 fix) .o0? 21,Y1 al • #4- e 14.11c . 311 ,e0a9 D \12 1 kq = m 1 38 70 1 - Fk: • u sc.= • er E;- ,Ct4 0021 nH►C►t1HL uNrH CUnl:ffll,8..‘01, ►tludr tot)" "" 3000 60000 ' LOADING DATA unfactored wind in (psf): 24.2 out (psf): 24.2 seismiczone 3 press (psf): 20.4 import fact: 1.00 ledgerLL(plf): 375 DL (plf): 240 ecc (in): 2.0 % 11 w /seismic: 0 concentrated load LL(lbs): 0 DL (lbs): 0 ecc (in): 0.0 % 11 w /seismic: 0 strip width (in): 0 concentric load LL(plf): 0 DL (plf): 0 % LL w /seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 14 at 10.0 in d: 3.12 Horizontal min in "2 / ft 0.11 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi*Mn (in -k) defl (in) Allow defl(in) Comments Top of wall 1 1.5 36.8 40.38 0.24 2.17 case ok 2 1.5 -38,9 40.38 -0.26 2.17 case ok 3 1.5 -35.2 40.38 -0.22 2.17 case ok 4 2.0 35.6 41.33 0.24 2.17 case ok 5 2.0 -40.9 41.33 -0.28 2.17 case ok 6 1.7 -35,8 40.86 -0,22 2.17 case ok 7 2.9 -3.1 43.18 -0.02 2.17 case ok Bottom of wall 1 2.6 10.1 42.51 0.00 0.30 case ok 2 2.6 -10.2 42.51 -0.00 0.30 case ok 3 2.6 -9.5 42.51 -0.00 0.30 case ok 4 3.3 9.8 43.76 0.00 0.30 case ok 5 3.3 -10.2 43.76 -0.00 0.30 case ok 6 3,0 -9.5 43.32 -0.00 0.30 case ok 7 4.7 -0.3 46.29 -0.00 0.30 case ok LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1.05DL + 1.2811 + 1.28WL inward 5) 1.050L + 1.2811 + 1.28WL outward 6) 1.05DL + 1.2811 + 1.4EQ 7) 1.401 + 1.71L ROTE in cases 1), 2), 4), 'ail 5) the LL used is 1/2 of the applied LL ENGINEERS-NORTHWEST CONCRETE JAMB DESIGN (version 3.0) Sheet 2j_ of_____ 6869 Woodlawn Ave NE 1988 U8C STRANDER RETAIL Seattle,Washington 98115 13:16:53 05-03-1994 OLYMPIC SPRT TI GRID 'H' po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 29.00 24.00 1.25 0.00 0.97 2.00 SPANDREL DATA thickness(in) offset (in. + outward) 1.25 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 3.3 1.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf): 24.2 out (psf): 24.2 seismic... zone 3 press (psf): 34.3 import fact: 1.00 ledger LL(plf): 375 DL (plf): 240 ecc (in): 2.0 % LL w/seismic: 0 concentrated load LL(lbs): 0 DL (lbs): 0 ecc (in): 0.0 t LL w /seismic= 0 concentric load LL(plf): 0 DL (plf): 0 t LL w /seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 2 $5 d: 5.19 Horizontal min in "2 / ft 0.17 MOMENT AHD DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in-k) Phi ;Mn (in-k) defl (in) Allow defl(in) Comments Top of wall 1 2.8 15.2 90.99 1.92 2.25 case ok 2 2.8 -78.5 90.99 -2.14 2.25 case ok 3 2.8 -66.4 90.99 -1.30 2.25 case ok 4 3.7 14.3 93.81 1.82 2.25 case.ok 5 3.7 -82.5 93.81 -2.21 2.25 case ok 6 3.3 -61.8 92.45 -1.28 2.25 case ok 1 5.5 -1.0 99.21 -0.04 2,25 case ok Bottom of wall 1 4.5 8.7 96.17 0.00 0.14 case ok 2 4.5 -8.8 96.17 -0.00 0.14 case ok 3 4.5 -7.4 96.17 -0.00 0.14 case ok 4 5.1 8.4 99.65 0.00 0,14 case ok 5 5.1 -8.7 99.65 -0.00 0.14 case ok 6 5.2 -1.4 98.37 -0.00 0.14 case ok 1 8.1 -0,3 106.46 -0.00 0.14 case ok LOAD CASES 1) .9DL + 1.3WL inward 2) .90L + 1.3WL outward 3) .90L + 1.43EQ 4) 1.0501 + 1.2811 + 1.28WL inward 5) 1.0501 + 1.28LL + 1.28WL outward 6) 1.05DL + 1.2811 + 1.40 1) 1.4DL + 1.111 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS-NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 CONCRETE JAMB DESIGN (version 3.0) Sheetl2e,of 1988 UBC STRANDER RETAIL 13:20 :42 05-03-1994 OLYMPIC SPRT TI GRID "H" po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 29.00 54.00 1.25 0.00 0.80 2.00 SPANDREL DATA thickness(in) offset (in. + outward) 7.25 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft)......height (ft) 10.0 10.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf): 24.2 out (psf): 24.2 seismic... zone 3 press (psf): 39.6 import fact: 1.00 ledger LL(plf): 375 DL (plf): 240 ecc (in): 2.0 % 11 w / seismic: 0 concentrated load LL(lbs): 0 DL (lbs): 0 ecc (in): 0.0 t LL w /seismic: 0 concentric load LL(plf): 0 DL (plf): 0 t LL w/seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 3 15 d: 5.19 Horizontal min in "2 / ft 0.11 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in-k) Phi ;Mn (in -k) dell (in) Allow defl(in) Comments Top of wall 1 2.8 56.4 65.98 0.87 1.86 case ok 2 2.8 -60.2 65.98 -1.09 1.86 case ok 3 2.8 -51,1 65.98 -0.54 1.86 case ok 4 3.8 54.3 69.39 0.17 1.86 , case ok 5 3.8 -63.5 69.39 -1.15 1,86 case ok 6 3.3 -52.0 61.63 -0.53 1.86 case ok 1 5,7 -7.9 15.85 -0.03 1.86 case ok Bottom of wall 1 0.0 67.9 71.59 0.19 0.93 case ok 2 4.4 -68.5 11.59 -0.14 0.93 case ok 3 4.4 -53.8 11.59 -0.03 0.93 case ok 4 0.0 66.5 15.12 0.18 0,93 case ok 5 5.7 -08.3 15.72 -0.13 0.93 case ok 6 5.2 -53.9 74.05 -0.03 0.93 case ok 1 8.2 -2.3 83.14 -0.00 0.93 case ok LOAD CASES 1) .901 + 1.3WL inward 2) .901 + 1.3WL outward 3) .901 + 1.43EQ 4) 1.0501 + 1.2811 + 1.28WL inward 5) 1.0501 + 1.28LL + 1.28W1 outward 6) 1.0501 + 1.28LL + 1.4EQ 7) 1.401 + 1.711 NOTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL r 1 1 1 ENGINEERS-NORTHWEST CONCRETE JAMB DESIGN (version 3.0) 6869 Woodlawn Ave NE 1988 UBC Seattle,Washington 98115 13:30:39 05-03 -1994 po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 14.00 54.00 1.25 0.00 1.00 17.00 SPANDREL DATA thickness(in) offset (in. + outward) 7.25 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 10.0 10.0 0.0 • 0.0 Sheet 2 aof_____ STRANDER RETAIL OLYMPIC SPRT TI GRID 'H' MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf): 24.2 out (psf): 24.2 seismic... zone 3 press (psf): 29.5 import fact: 1.00 ledger LL(plf): 1875 DL (plf): 195 ecc (in): 2.0 % LL w /seiseic: 100 concentrated load LL(lbs): 0 01 (lbs): 0 ecc (in): 0.0 k 11 w /seiseic: 0 concentric load LL(plf): 375 DL (plf): 240 % 11 w/seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 3 15 d: 5.19 Horizontal in in "2 / ft 0.17 MOMENT AND DEFLECTION RESULTS + inward outward Case Pu (kips) Mu (in -k) Phi$Mn (in-k) defl (in) Allow defl(in) Comments 1 5.8 14.1 76.27 0.02 1.12 case ok 2 5.8 -25.5 76.21 -0.05 1.12 case ok 3 5.8 -18.3 76.27 -0.04 1.12 case ok 4 9.8 3.4 88.51 0.00 1.12 case ok 5 9.8 -36.8 88.51 -0.08 • 1.12 case ok 6 11.9 -40.2 68.40 -0.09 1.12 case ok used interaction curve 7 17.1 -36.1 19.57 -0.05 1.12 case ok used interaction curve LOAD CASES 1) .9DL + 1.3WL inward 2) .9DL + 1.3WL outward 3) .9DL + 1.43EQ 4) 1.0501 + 1.28LL + 1.28WL inward 5) 1.0501 + 1.2811 + 1.2BWL outward 6) 1.0501 + 1.281L + 1.4EQ 1) 1.401 + l.1LL INTERACTION CURVE DATA .1 =Po .7$Pbal .ISMbal .7$Mn 124.2 47.2 143.3 43,3 ROTE in cases 1), 2), 4), and 5) the LL used is 1/2 of the applied LL ENGINEERS-NORTHWEST 6869 Woodlawn Ave NE Seattle,Washington 98115 JAMB DATA height (ft) 14.00 SPANDREL DATA thickness(in) 7.25 OPENINGS LEFT MATERIAL DATA LOADING DATA unfactored wind seismic... ledger concentrated load concentric load horiz load plf (+ REBAR DATA Vertical 2 15 CONCRETE JAMB DESIGN (version 3.0) 1988 U8C 13 :31:05 05-03-1994 po 100 width (in) thickness (in) 24.00 7.25 offset (in. + outward) 0.00 width (ft) height (ft) RIGHT width (ft) height (ft) 3.3 7.0 0.0 0.0 Sheet STRAHDER RETAIL OLYMPIC SPRT TI GRID 'N' add thickness (in) K factor 0.00 1.00 concrete (psi) rebar (psi) 3000 60000 in (psf): 24.2 out (psf): 24.2 zone 3 press (psf): 30.3 LL(plf): 1815 DL (plf): 795 LL(lbs): 0 DL (lbs): 0 LL(plf): 375 DL (plf): 240 inward): 0 dist above floor(ft): 0.0 import fact: 1.00 ecc (in): 2.0 ecc (in): 0.0 d: 5.19 Horizontal min in "2 / ft 0.17 MOMENT AND DEFLECTION RESULTS + inward Case Pu (kips) Mu (in-k) 1 2 3 4 5 6 1 LOAD CASES 1) 2) 3) 4) 5) 6) 7) 5.3 5.3 5.3 8.8 8.8 10.6 15.2 12.2 -22.1 -11.8 2.9 -31.4 -36.3 -30.5 t LL LL 11 w/seismic: 100 w/seismic: 0 w/seismic: 0 - outward Phi *Mn (in-k) defl (in) Allow defl(in) Comments .901 + 1.3WL inward .901 + 1.3WL outward .90L + 1.43EQ 1.05DL + 1.2811 t 1.28WL inward 1.05DL + 1.2811 + 1.28WL outward 1.0501 + 1.2811 + 1.4EQ 1.4DL + 1.711 INTERACTION CURVE DATA .7*Po .7 *Pbal .7 *Mbal .1;Mn 124.2 42.9 150.1 63.6 98.56 98.56 98.56 108.22 108.22 84.92 94.34 0.02. -0.05 -0.04 0.00 -0.06 -0.07 -0.05 1.12 1.12 1.12 1.12 1.12 1.12 1.12 parapet ht (ft) 17.00 case ok case ok case ok case.ok case ok case ok used interaction curve case ok used interaction curve NOTE in cases 1), 2), 4), and 5) the 11 used is 1/2 of the applied LL JUN -09 -1994 08:01 FROM LANG ENGINEERING • TO 12065470223 P.02 RECEIVED CITY OF TUKWILA JUN 17 1991i PERMIT CENTER 126/20 44,- f',o. 5 '31 w-loc k ww, PO s A.6 ► vN or055 --4e 64ion • 20'd £ZZ0LbS9OT 01 JN I a3N I ON3 9Nf1 WO8d 9b:90 P66T- TE -AW L& k o . 23— '"' `_ ; . C'or u 5. i SAQto r f.A'n s a,,A.4 ua,rd rA,,`es G `, 1 i t d 0 e•-cAAA. (.. y • ewr rhea b o o n . k o —aJ L a ' ri Lf a.41 lei 4 0 -the 4'°r rM _______-,e ii:2,00. kr 11 5 ww, PO s A.6 ► vN or055 --4e 64ion • 20'd £ZZ0LbS9OT 01 JN I a3N I ON3 9Nf1 WO8d 9b:90 P66T- TE -AW 04? u, a r d.r i S t.w► env,; d; h. e-evl e,:e eir . in a s-- 2`'x� Nx 0.08 ` os h0'd £ZZOLt'S9OZT Ol JNI2f33NIJN3 ONO Ofd 9t'.90 P66T- ti£ -MW ea.S1 em". ZA r FoINA -hi\ 04, 1 0 MC. l.o ,03 ctc 1NN e/v% :L•cm6( 66Ls'e, L r4 0 0 • f--i i CO nhe. G ion . .. . . .. . Gerd EFF0LPG9OFT 01 ONI&AION3 0NH1 WIMd 2,1,:90 hAAT—Tc'-117-IN Ity\ct,u 20tf- Cori n64o1 - I 00*Ybi, 060p 14q. M.oM�t�T A) A% Rtm, -- GoatrgE.SSI of I �Jlp� 90'd £ZZ040S90ZT 01 0NI833NI9N3 0NJ1 WO8d 80:90 0661- T2 -AIN 2vk 671 gin ''o t , -A- i 00 165. • h awlr s eve • Ph s ^ 2 (Q, 0(0,25 000 oaf 77'I LO'd £'2OLIS90ET 01 ON 1 833N 1 ON3 ONH 1 NOdd 80:90 1Q4 bon 02 .1,5 (o,oSo (III,, e,k eA,v,.. s �...�..�. 0 2 ot9f.“4,,P ) o CC,, SS .�G V. C. C., rnln n� mss- h e a.cd. S. 9N t 7w 1 fNR fNH1 NO NA 61.7:90 t A;T- Tfi -,Hlil "tA "20o )17s Po" n 16c s izraL S 0 0 60'd 2FF0a/G9OFT . 7r----- (bee- e:vcA r- 01 ONI8_9NION3 ONH1 140e1:71 6t1:90 OT ' d SZGOLtS90FT 01 9N I N3RN I ONd ONa1 WOW PAS:90 ' T -Tr -). HN a71 o? �a e,-t, k.. (..r, h e G- P:)o&L Zz. Sc... if G t :EnLIL--___-- . . . . o ill Gre4. 5 e., - c -ter ,b 5a tti se.. XX i%flx o '' a/ i ww. r fie, 'Inc( Screw h. It'd EeE0 7S9OZt 01 ONI?IINIONR 91,11711 NO2l 71 ne4:9n f-FAT_T( '.HPl Iii,b,. Itirviii.....a.....lik,........,11,„...........,./Iiiriviray..0, teaNI.. .4`111►'1!»1111 1111Ir111II I `161ii ' I:laLlitilltry 11111111NNINiII./',A1 FArArA >~�.�►v+� • .awrm►sr�twasssirarwwe►a►�►ik iM1.,0O.a."` �aras> �wtlr ras�...sm►,�rrrrv/,r..�l ;i0 1 w.N+. v. �w�wa�r�-e..,ww��r�^VAWS.: �.�'� 0 1 S'''.„'.i.l' 'Whim ±l' N��M11�1� la I. 11111111) • )'f illy iii �'� i:i:!'f. nll I�lllllll!!!!!!!!tl `..i1�va ','....''.j : ; Ill r IlllItIiIIIIi - •,,,�1 Illrlllrrllrlll w �'.t:.; "...'• l�,.+ti It vl lmulurialn )`EMI' r� "''.• ilrlllrllrlulU ,� 1 • III.11111111111 , �'�. L�, ', �.,i l- `"`•'r. � i •` -•rI III • '� �` ' .'. �� !: .. t, � 4 . :.' —. ;Y i .r'�I . 11'11 R IIIII111111111111�011i11 r i 1 . 1I11 loollitirie etii • r Aj w , „�rrwa�e ryaarw�w► �1 • NWAVAPW4VAritiiIIIIIIIIIIIIVICSEMIZIAZ•111i11..Neh ®A 111111111 Mali IL�� 3 tel O. Table 2.2 Mechanical Properties for Aluminum Alloys and Products Commonly Used in Buildings (MPa) Not welded Welded Tensile Tensile Ultimate yield yield Fr Compressive Alloy and product F„ Fr Sheet 3003 -H112 3003 -H14 3003-1116 Sheet and plate 5083 -11112 5083.1321 115 140 165 70 115 145 275 125 305 215 Extrusions and . drawn tube 5063 -T54 6063 -T6 ZT'd S'ZEOLtSQOZT 65 1no 125 125 180 230 205 205 205 170 170 Tensile Tensile ultimate yield Fwu „ 100 100 1100 260 260 35 35 35 120 120 120 70 120 -420 lo OC)A00%-• ,~ ,/. AS4 01 ON I a3RN 10N1 9N1711 WOJ-1 (Continued) TC:9� a, ale 3 vi IVO IC (Al 3 •.. I e o 3ac'w 4-' T_T.c_1HII • Q • • ._ -, v•. .t .�'-26-? 02: PM FROM BRYCE FASTENER A :lot 0444 Ltt b4UL,M P002 Us unM.. ^n 41-M MO £T'd £e7?0LbS90n r. • rt iv �+�-► 01 ON I ?R N 10N3 JNH1 W0 1-1 t, r liii 1 g ! lui J Itt' !! 1 x f x t!a ! T N 1F V 4 1k t P er ti T. X p iR er•• X � . - ir i•• i .7� it �iC N 1 FtW K X Eit $ i� x e I= T g `" .1 13' t 8 it if ti f a II x i.i If "il ii k K x x -i g it r ., rill. 111111 k 1 � 1 MIN i 1 Mg-44i Witti 7" 4 1111 x li i t ii ag. it Milli 1 1-.§4§ 111 !If IMP 1 litigi 0 4 011 d /PFtki Wind 1 ....Vt itil gl. 1. 1 — Ptii ` T ail lin 1 x,�-41 g t 0 1 a 4� c,,,,o . 1 : Ili' tJI p f i �J « �� l e if � ill! fE ��,.. 4tg CSC g gag ��+ � ! •a ••1 � y 1 1 w 1 S I �R• le g;_t i 15 lt � Yi li s 1 unM.. ^n 41-M MO £T'd £e7?0LbS90n r. • rt iv �+�-► 01 ON I ?R N 10N3 JNH1 W0 1-1 t, r AISI Specification Provisions for Screw Connections The following design provisions for screw connections were prepared by Subcommittee 3 on Connections of the AJSI Committee on Specifications. It was approved by the AISI Committee on Specifications at its Feb. 6, 1993, meeting held in Nashville, Tenn. and will be included in future editions of the AISI Specifications. A. Provisions for Screw Connections--AISI E4.1 Minimum Spacing Specification for the Design of Cold- Formed Steel Strz, ctura1 Members E4 Screw Connections The following notation applies to this section: d = nominal screw diameter iZ = facior of safety = 3.0 P = allbwable shear force per screw P. = nominal shear strength per screw • = allbwable tension force per screw P,. = nominal tension strength per screw • = pull -out force per screw • = p.i1,1 -over force per screw t1 = thicpess of member in contact with the screw head t2 = thickness of member not in contact with the screw head F�1= tensile strength of member in contact with the screw head • = tensile strength of member not in contact with the screw head All E4 !requirements shall apply to self- tapping screws with0.08 ita. <d <0.25 in. The screws shall be thread-forming or thread- cutting, with or without a self- drilling point. Alternatively, design values for a particular application shall be peimitte i to be based on tests according to Section F.* For diaphragm applications, Section D5* shall be used, Screws shall be installed and tightened in accordance with the manufacturer's recommendations. The tension force on the net section of each member joined by a crew connection shall not exceed T. from Section C2* or P1from Section E3.2.* *See AISI Speeilication,1986 ed, with 1989 Addendum The distance between the centers of fasteners shall not be less than 3d. E4.2 Minimum Edge and End Distance The distance from the center of a fastener to the edge of any part shall not be less than 3d. If the connection is subjected to shear force in one direction orgy, the minimum edge distance shall be reduced to 1.5c1 in the direction perpendicular to the force. E4.3 Shear E4.3.1 Connection Shear The shear force per screw shall not exceed P. calculated as follows: P.= Pte, /bi For t2/t151.0, P. shall be taken as the sinallest of = 4.2 (t.23 d) 'n Fn2 (Eq. E.4.3.1) P. = 2.7 t1 d FFl (Eq. 51.3.2) PM = 2.7 t2 d Fug (Eq. ]34.3.3) For t2/t1 > 2,5, P. shall be taken as the smaller of Pp, = 2.7 t1 d F u1 (Eq. E4.3.4) P. = 2.7 12 d Fug (Eq. E4.3.5) For 1.0 < `7 ti < 2,5, P. shall be determined by linear interpolation between the above two cases. bI ' d £?cz.0 t'S9ozT 01 I b33N 19N3 ON fl W0dd £N :9n ;FSS Tech Bulletin E4.3.2 Shear in Screws The shear capacity of the screw shall be determined by ;t'according to Section Fl(a) * The shear capacity of the rew shall not be less than 1.25 P. 4.4 Tension For screws which carry tensile loads, the head of the rew or washer, ifaw sherisprovided ,shallhaveadiameter not less, than 5/16 in. Washers shall be at least 0.050 in. ick. The tension force derscrew shall not exceed P,„ calculated follows: P,,=1:3„/C2 P. shall be taken Pm as determinF (Eq. E4.4.1) as the lesser of Pm and d in Sections E4.4.1 and E4.4.2. E4.4.1 Pull -Out The pull-out force, Pm, shall be calculated as follows: P,m =0.85tdFla where t. is the le gser of the depth of the penetration and to thickness, tz. E4.4.2 Pull -Over The pull -over fo ce, Pm, shall be calculated as follows: = 1.5 tt d,, Fat where dw is the 1 rger of the screw head diameter or the rasher diameter, an shall be taken not larger than 1/2 in. (Eq. E4.4,1.1) 41%0 FCbruary 1993 B. Commentary on Section E4 E4. Screw Connections Results of over 3500 tests worldwide were anatyzed to formulate screw connection provisions (Reference P.1), European Recommendations (Reference R2) and British Standards (Reference R3) were considered and modified as appropriate. Since the provisions apply to many different screw connections and fastener details, a greater degree of conservatism is implied than is otherwise typical within this Specification. These provisions are intended for use when a sufficient number of test results is not available! for the particular application. A higher degree of accurac' can be obtained by testing any particular application (Reference R4). Proper installation of screws is important to achieve satisfactory performance. Power tools with adjustable torque controls and driving depth limitations are usually used. { Screw connection tests used to formulate the provisions included single fastener specimens as well as multipld fastener specimens. However, it is recommended that at feast two screws should be used to connect individual t,,lements. This provides redundancy against under-torquing, over- torquing, etc., and limitslap shear connection distortion of flaturtfortned members such as straps. • For the convenience of designers, Table 1 gives the correlationbetwecn the common number designation and the nominal diameter for screws, Table 1 (Eq. E4.4.2.1) `,7 L, p E4.4.3 Tension in Screws The tensile caps ity of the screw shall be determined by ast according to Sec ion F1(a) *. The tensile capacity of the crew shall not be less than 1.2.5 P,t, 'See AISI Specificatibn,1986 ed. with 1989 Addendum ST ' d £EEOOL PSK1ET Number Nominal Designation Diameter, d, in,* 0 1 2 3 4 5 6 7 8 10 12 1/4 0.0600 0.0730 0.0860 0.0990 • 0.1120 0.1250 0.1380 0.1510 0.1640 0.1900 0.2160 0.2500 *See Figure 1. 01 hN 1'1qa N i fN1 nNH1 NoNd hCCT_ Tr"... iHI.I February 1993 i •. . letA Fig. 1 E4.1 Minimum Spacing Minimum Spacing is the same as specified for bolts. E4.2 Minimkom Edge and End Distance Tests ha a shown that screw connections loaded in shear will almost ways exhibit edge failure when the distance from the censer of the screw to the free edge is less than three times the di peter of the screw. E4.3 Shear Screw c nnections loaded in shear can fail in one mode • or in comb' ation of several modes. These modes are screw shear, edge !tearing, tilting and subsequent pull -out of the screw and bearing of the joined materials. Tilting If the screw followed by threads tearing out of the lower sheet duces the connection shear capacity from that of the typic 1 connection bearing strength. Prd Tilting 1 �,o, gee I Eq. E 4.3,3 Fig. 2 These provisions are focused on the tilting and bearing failure modgs. Two cases are given depending on the ratio of thicknesses bf the connected members. Normally, the head of the screw will be in contact with the thinnermaterial as shown in Figure 3, However, when both members are the same thickness, oa' when the thicker member is in contact with the �,... screw head Equations 134.3.1, E4.3.2 and E4.3.3 apply as shown in F Fore 4. a) tit,22.5 tilting bearing bearing b) tilting bearing bearing CUSS tech Bulletin I 1 1 %elV\ i N/A = 2.7 t,dF„ t or = 2.7 t2dF,i Pm P, Fig, 3 = 4.2 (t23d)u: Fug o 2.7 t,dFu, or = 2.7 t2dF„ 2 Fig. 4 tj � 2 i It is necessary to determine the lower beating capacity of the two Members based on the product of their respective thicknesses and tensile strengths. Shear capacity of the screw fastener itself should be known and documented from testing. Screw strength should be well established and published by the Manufacturer. . E4.4 Tension Screw connections loaded in tension can fail either by pulling out of the screw from the plate (pull -out) or pulling of material over the screw head and the washer, if a washer is present, (pull-over) or by tensile fracture! of the screw. The serviceability concerns of gross distortionjare not covered by the formulas given in E4.4. Diameter and rigidity of the fastener, head assembly as well as sheetthickness and tensile strength, have a significant effect on the pull -over failure load of a connection. 1 There arc a variety of washers and head styles in use.. Washers must be at least .050 in. thick tolwithstand bending forces with little or no deformation. 91 ' d 2F2OLIG90ET 01 9N I ?199N I ON9 911H1 NONd CC : 9P fiP.G. T. -T ). HI. t JUN -09 -1994 08:02 FROM LANG ENGINEERING TO 12065470223 P.03 / • 100 I�h x .. - q o a iWw• (3106S a,6 ;AAA/vv. ctA s�U 64,13 MS‘) O,II�2. �.►�. JUN -09 -1994 08:02 FROM LANG ENGINEERING TO 12065470223 P.04 165 ec.c a-Ia fit, e ►2 6130\1 -^ M g $ 4u, Gt ..- c . e.eA df A.) AY' , s Air amiA tin 47-11-vt 0,51 *) 0.0 35 JUN -09 -1994 08:03 FROM LANG ENGINEERING • TO 12054 ?0223 P.05 tf. • • S JUN -09 -1994 08:03 FROM LANG ENGINEERING TO 12065470223 P.06 05 5 `z, R o 4 Gn11 4 -• a.d .7%,c.f,Pi.f tr, &./..1,4-5 %11 ,t,, 04 r 1-1"1-v-1 e oQ ►b ., ' I � a.o • 1 � -� tii i e. '�,',: 4201..c,' * 601,0hP,•4 h "L JUN -09 -1994 08:04 FROM LANG ENGINEERING FABRICATION DRAWING JUN-01 -1994 i3:2t TO 12065470223 P.0? JUN -09 -1994 08 :05 FROM LANG ENGINEERING JUN -01 -1994 13 :20 TO 12Ub547022 P.O8 v. •••,t-• • •-■4 --'•- .4 604 688 1719 0 'teo fl 02 It S TOTAL P.08 SPACEWALL NORTHWEST, INC. Post Office Box 943 Kent, Washington 98035 Telephone: (206) 395.0666 (Seattle) (800) 433-7099 (Outside Washington) The following specifications are applicable to our Spacewall MDF core panels: Fire Rating Class C -200 Flame Spread 159 Fuel Contribution 141 Smoke Density.., 83 Tested by Hardwood Plywood Mfg. Awn. Method used: ASTM Method (GWL Method) Tunnel Furnace. We outfit the world with slatwall paneling. aeoeiveo CITY OF TUKWILA MAY 1 9 4994 PERMIT CENTER JUN 09 '94 11. n3 GUMPMP= 115500. Ca'IPMhft 0:4 Date: Job No.: Alin: To: Olympic t sociates Company 701 Dexter Airenue North , #301 Seattle, WA 98109 Phone: (206) 285 -4300 Fax: (206) 285 -4371 6•q�9 �4 g3a7/.ol Rot3Eatr 66A16-°"Gra Trig.wiLA tSt. lL1OlJA D1 ✓ISl0it) r. TRANSMITTAL RECORD RECEIVES JUN 0 91994 COICYiMUN1 1 Y DEVELOPMENT Subject: ample.. SI•b,2-7s 6. 77. ,3 1 4 )115 Copies pesctiptiott /4/2. 86,J& b)L io, Pale }'vim ea A/vtm45A-noN5 L.,6eANOy Nrai2.T, The. A- TrAe.,Ntt) n fro/ SLbvS rigs 'fit/re-AA/AL kE.T. /J/L, c 57■414 AS !T l5 tA✓//iV e-y o,Tio.0 ASSISTi4Nt e. 1401491 1.44 Apia TNAhdKS ( ) For Information 1<C) For Use ( ) For Approval ( ) No Exception Taken ( ) Make Corrections Noted ( ) Revise and Resubmit Copy to: rjtZ () Original to be MAILED 04.) Via L:,366 .Z. Total pages, including this page () Via Mail ( ) Courier ( ) Enclosed Herewith OLYMPIC ASSOCIATES COMPANY Arch ■leciwe • ,ring VE • Construchar= Services ♦ 701 Dexter Avenue North 11301 Seattle, Wasr rgton 90109 O L Y M P I C (205) 205 4300 ASSOCIAtES COMPANY May 12, 1994 City of Tukwilla Department of Community Development Building Division 6300 Southcenter Boulevard Tukwilla, WA 98188 Attn: Bob Benedicto Re: Olympic Sports - Strander Retail Center B94-0115 Dear Mr. Benedicto: I first wanted to thank you for your effort in helping us keep our project on schedule by issuing the permit on the same day you received the structural information. I also wanted to you to know that I am not typically so adamant in my job performance. I have appreciated your willingness to work with us to find solutions that meet the code and meet our needs at the same time. Olympic Sports has some displays that they want to place inside the store and there are some structural issues related to these displays. As I had mentioned to you before we typically use Robert Fossatti to provide our structural engineering services. I have had them review the displays we wish to build and they have provided all the structural details and the engineering stamp. In that these are somewhat unusual I would like to meet with you at the first of the week to review them and see what is the best way to approach them for the City of Tukwilla's point of view. I will call later today so that we might set up a time that works for both of us. Again thank -you for your time and effort and I look forward to seeing you the first of the week. Sincerely, OLYMPIC ASSOCI TES . OMPANY Randy F. Hart, AIA Vice President RECEIVED 't\V 1 61994 COMIVIUNITY DEVELOPMENT R O B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS May 11, 1994 A PROFESSIONAL 1000 NORTON BUILDING 110 SOUTH HOTEL STREET SERVICES 801 SECOND AVENUE SUITE 202C CORPORATION SEATTLE, WASHINGTON 98104 HONOLULU, IIAWAII 98813 TELEPHONE,: (200) 021.1803 TELEPHONE; (808) 53348899 FAA: (208) 821-9740 FAX:1808)545.2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA MAY 1 1 1994 PERMIT CENTER Attention: Duane Griffin Reference: 94 -T- 02/94102 -02 (Olympic Sports) 691-1- OfIS Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. We have no additional comments. Enclosed are the drawings, calculations, and soils report for your use. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., F.S. (1Ete' Cry tal Kolke CK /jw:2 cc: Olympic Associates 701 Dexter Avenue N Seattle, WA 98109 i. ► City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review (512) Control #B94 -0115 John W. Rants, Mayor May 5, 1994 Re: Olympic Sports - 300 Andover Park W., Suite 400, Tukwila, Wa. Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, `.0 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 2 4 -3, 4 -4 and 4-4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) Exit doors shall be openable from the inside without the use of a key or any special knowledge 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. Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 3 enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 12.109(c)) 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)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing 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)) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor Page number 4 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. No sprinkler work shall commence without approved drawings. (City Ordinance *1646) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance *1646) 4. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance *1646. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance *1646) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Call the Tukwila Fire Department at 575 -4404 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 John W. Rants, Mayor component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3.2.1)) (City Ordinance #1646) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. 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 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) 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. (- City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 6 Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. File slj John W. Rants, Mayor Olympic Associates Company 701 Dexte( 'venue North, #301 Seattle, WA,"` 98109 Phone: (206) 285 -4300 Fax: (206) 285 -4371 Date: 4..27,14, Job No.: cr3071,0I Attn: P-05612-7 /360cprc_-ro To: G'TY or -04wlLA AA /L t / iv PEPT. TRAL4SMTTTAL RECORD 63a9 6Z %Ge-iv; E4 8G-✓p Ju iT& #100 Tug kill. d 1818? Subject: OL- YM1c'1G 51q*:r5 rl/KG d /L.A, Copies Description (1) teaivr 5e,) A2. AEvi5ED ,A 3 62� % viSEA A5 (Az-T. DE7Ael _ t#/3 (2.) ))x)4 P6rAIL #1 dr ( GOe' OF tops pel2-rAimAi4 T •A))2-5 sr: *1314 --011 ( ) For Information For Use ( ) For Approval ( ) No Exception Taken ( ) Make Corrections Noted ( ) Revise and Resubmit Copy to: ( ) Original to be MAILED ( ) Via FAX Total pages, including this page () Via Mail Courier j4a+egRGFy () Enclosed Herewith OLYMPIC ASSOCIATES COMPANY CITY of TUKWILA APR 2 l 1354 PERMIT CENTER R 0 B E R T FOSSATTI A S S O C I A T E S April 25, 1994 CONSULTING ENGINEERS A PROF'ESSIONAI. 1001) NORTON BUILDING 116 SOUTII 110111. STREET SERVICES 1101 SECOND AVENUE SUITE 202C CORPORATION SEATTLE, WASHINGTON 96104 IIONOLULU, !MAN 96813 TELEPI IONE: (206) 621 -18(13 TELEPHONE: (666) 533.6899 FAX: (2061 621-9741) FAX: (808) 545-2200 City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Attention: Duane Griffin Reference: 94 -T- 02/94102 -02 (Olympic Sports) Dear Mr. Griffin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow: 1. Provide the soils report for our review. 2. Page 13 of the calculations shows (6) //5 taking the chord force for lateral forces in the short direction. The drawings show the use of a continuous angle along Grid N. Verify adequacy of angles and clarify drawings to show splices adequate to transfer the calculated force. Evaluate chord forces in the long direction as well considering the openings in the diaphragm. 3. Provide calculations (either new or existing) checking the adequacy of the footings and concrete walls with the new mezzanine loads. Clarify openings in exterior concrete panels, identify existing in -plane shear forces, and evaluate the walls for out -of -plane forces considering the addition of the mezzanine. 4. Are there any new footings being constructed? Please clarify. 5. Section A -1M is cut on the Mezzanine Framing Plan, Sheet S1M. Should this be referencing Sheet S2M? Also, Section G -1M is cut along Grid L, where is this section? 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 calcula- tions, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystal Kolke CK /jw:1 cc: Olympic Associates 701 Dexter Avenue N Seattle, WA 98109 REC., E rEP. APR 269994 i- Uivi;vl L.)i\Jt l' PEVEL0PIv)Er`c . City of Tukwila John W Rants, Mayor Department of Community Development Rick Beeler, Director April 19, 1994 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 94 -T -02: Olympic Sports (B94 -0115) Please do structural review per U.B.C., 1991 Edition. Sincerely, 'Do:tcg) Shellie L. Bates Permit Technician 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 APR 14 '94 17:49 OLYMPIC ASSOC. COMPANY O L Y M P I C ASSOCIATES COMPANY Architecture • Enpit VE • Construction Services 701 Dexter Avenue North 1001 Seattle. Washington 98109 (206) 205.4300 Date: April 14, 1994 Job No.: Attn: Bob Benedicto P.1 TRANSMITTAL RECORD RECEIVED To: City of Tukwila APR 141994 DEV °ELOP NI Subject: Copies 1 #B94 -0115, Olympic Sports Description Portion of 1st Floor Plan - Bob: As we discussed this is our proposal for providing a direct exit out of the 1st floor In a 1 hr. corridor. Note that we have not enclosed the stair but have provided a exit door with signage adjacent to stair. This could also qualify as the third exit. As 1 told you I will be out Friday but I will call in for messages. If this is acceptable could you contact our office and leave a message and we will revise our drawings and resubmit. Thank -you ( ) For Information ( ) For Use ( ) For Approval ( ) No Exception Taken ( ) Make Corrections Noted ( ) Revise and Resubmit Copy to: () Original to be MAILED () Via FAX # 206-431-3665 .. Total pages, including this page ( 1 Via Mail ( 1 Courier ( 1 Enclosed Herewith OLYMPIC ASSOC! E ` COMPANY by andy Hart r APR 14 '94 17:49 OLYMPIC ASSOC. COMPANY 11,111 1111111 ■ mem.% • I., itlue y .z. •, ■ ( , t1.1 A 1908 _ = ;& nr �s City of Tukwila John W. Rangy Mayor 1partment of Community Development . Randy Hart, Architect Olympic Associates Company 701 Dexter Avenue N. # 301 Seattle, Washington 98109 Re: Plan review # B94 -010 pic Sports. Dear Mr. Hart : The initial plan review has been comp approval and routing to other departmen the plans will be required to show compliance comments are applicable: Rick Beeler, Director RECEIVED APR 1 4 1994 OLYMPIC ASSOCIATES CO a Building Division. Prior to information and/or clarifications to a ordinance. The following 1. The floor plan will become a record document and the basis for the certificate of occupancy. Submit a floor plan with the specific uses of all areas labeled on plan. 2. The proposed floor area for this tenant space is within the allowable area provisions of the building code provided that an area separation wall is constructed at grid reference(s) # 9 & #12. An area separation wall has various requirements that must be accomplished to qualify as such. Since the plans call for a 30 -inch high parapet at the area separation wall, provide a construction detail to show how this is to be accompllished. 7 U 1.PTE- f TAW 11- • ?n 6,105714.4. WialP A o J vdi4G4..1 O) S 3e. A2. 3. Re: U.B.C. Chapter 33. Based upon the calculated occupant load for the retail sales area(s), three exits are required with a total required width of 16 -feet. Doors marked 18 & 19 are not separated sufficiently to be considered as two of the required three exits. Doors 7, 10, & 11 are situated in what appears to be a stock room, and therefore cannot be considered as available exits for the retail sales floor. Please revise the space plan to provide the required number of exits and the required exit width. Note that two of the exits must be separated by no less than one half the largest overall diagonal distance of the area served. The third exit roust be arranged at a reasonable distance apart so that if any one of the required exits becomes blocked by a fire or any other emergency the other exits will be available. 56z- gV► 5E-19 ex t-miG sNe-e41-S 4i ' A3 4. Re: U.B.C. Chapter 33. Two exits are required for the second floor level. Rooms (in this case the second floor) may have only a single exit through adjoining spaces. Therefore, for those rooms where two or more exits are required, only one exit may be arranged so as to pass through adjoining space. The other exit must be directly into an exit corridor or through an exterior exit door. Revise space plan to accommodate this requirement. V 1 5T , w 4 - . S 1-1A e i 51AI Q.. SNE.e. i 5 . 2 - 4 5 Ab. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 — Mr. Randy Hart Plan review # B94-0115 April 12, 1994 Page 2 5. All rack storage installations are reviewed and approved under separate permit application. Racks that are 8 -feet or greater are required to be secured to prevent overturning under seismic loads. Analysis and details prepared by an engineer licensed in the State of Washington are required for racks over 8 -feet. This comment is made since a fixture plan was not included in your submittal. Please note that delays may occur if a rack storage permit is required and application is made after construction of this tenant improvement is under way. 5'& 1. e.:s aN sues A2 A 6. Provide a construction detail for the proposed suspended gypsum board ceiling at the toilet room, locker room and lunch room areas. ` N376-S At1060 DETAuu. r / 4 e flON 9v-A, SNE.aT 4 7. Provide a lighting fixture schedule and a lighting power budget calculation to show compliance with the Washington State Energy Code. A lighting plan will be required to show compliance with the lighting and switching requirements of Section 505, W.S.E.C. >0. 5e6. 1-44d -Tl exAoGa.T ATTMG,4e49 ib s1-1O. A4- Please respond in itemized letter form and submit two copies of revised plans and details that are developed. If you have any questions, you may call the permit center, weekdays between 8 :30 AM and 5:00 PM.. Sincerely, Tu c1 I1a Building Division /� , ��/ / Robert Benedicto, Sr. Plans Examiner .IGHTING POWER BUDGET terior •,i gh Ling 'ower Budget ABLE 5.11 'xterior ,fighting 'ower Budget C. 505.3.4 Di. -YMfV - SPo�TS TUK•w!LA - Northwact Energy t..ode 49117 (Non•Residentiel) FORM 4 Protect I.D. Lighting Power Budget Per Code OCCUPANCY TYPE A OCCUPANCY DESCRIPTION B ALLOWABLE W /SF PER CODE C AREA SF D ALLOWABLE TOTAL WATTS C X O r3.2_ ,P.ETA/e... „2 w /FT'' 39, 600 - 7 '71.100 w A5 15, 000 P3 .2.5() 5,- 13, 000 re /c 0a .:.4::::,:.17:::::q0:::::,:::::,;-....;:;:::::::1. Surface Perking 0.05 WATTS /SF __sf`_`i�% •''3'' > > %i? }: Perking Geroge 0.3 WATTS /SF 7.5 W /LINEAR FT LIN FT . ' <s; °•; Buildin. Perimeter :.. ::.. .... TOTAL WATTS ALLOWABLE PER CODE 0 / 9 Lz O IA, Building Official Approval LIGHTING FIXTURE IDENTIFICATION A WATTS PER FIXTURE . (Includes lamps & ballasts) B. NUMBER OF FIXTURES C TOTAL WATTS BXC P I 77 14-F? 11, 396 pl. 400 A5 15, 000 P3 .2.5() 5,- 13, 000 re /c 0a • ;<•.t• };.r:..: <;> ;;c;:<< ^ ?g:::.;:;::... :. :c,...;. ? <.< UNADJUSTED TOTAL PROPOSED WATTS . � {� �•:y ..4•,'�i., •Y.,: {•,'.,�:j� ?, }li •i' {.:4: �:.:.:•.qA': },:{:�'':� >v,:::. �'�v } ? } ?:. i.L: {: ; ii:.: n.::.:.:.} .. <} ?�'j ,��,:. ..<:..;. g;:•: ��:• f:.::.. sr; is:<•`:{:}:}:: :s.�;:.;<s;;.. };;,. }.,,, >:< ?; >: ^�;::;:. »:» >:<.,.... DEDUCT CREDITS PER CODE {v: t:..lv:'•. ) • „L?•. ,; ?i.. ::' ••:.� :.... :....> .. ?;•... ;.:.....:.... •.....,.,:, �; •:.••.c.• (SEC. 505.3.2 - Attach calculations) 1 i?c ?� • >: • v :'�� :TOTAL PROPOSED WATTS •. •• .••'•���. ••• ....•. lioiild 'fife " aqua l'fo'•orleiis' {hen Triter Watts Allowable per Code shove) S !o. 44'27 I N Along with this form, please submit a brief narrative describing the lighting design including switching, exterior lights, and special energy saving features (motion sensors. etc.). Buildin. Official A. prove, RECEIVED CITY OF TUKWILA 2 1 199' PERMIT CENTER 6/91 LIGHTING POWER BUDGET Interior Lighting Power Budget CABLE 5.11 Exterior Gighting Power Budget ;EC. 505.3.4 O1YMel 0 5 Po 12-15 W KwI LA - Northwroct Energy Code 4907 (Non•Restdentiel) FORM 4 Project I.D. Lighting Power Budget Per Code OCCUPANCY TYPE A LIGHTING FIXTURE IDENTIFICATION A OCCUPANCY DESCRIPTION B WATTS PER FIXTURE . (Includes lamps & ballasts) B. ALLOWABLE W /SF PER CODE C AREA SF 0 ALLOWABL TOTAL WATTS C X 0 6 •.2- eETAl4 -. W AS' „I w/FT Z 39, 6 0 0 .. 7 `� 230 v✓ 250 f 3 •oo _A- /tom 0(2 ;;'::'`'z' <? »' Surface Perking 0.05 WATTS /SF " ".'i' >: • '` -` ' ; :`' Perking Ge►age 0.3 WATTS /SF ••.. . r! Building Perimeter 7.5 W /LINEAR FT LIN FT . . . TOTAL WATTS A LL OW ABLE P ER CODE � q. z 0 O w Building Official Approval Along with this form, please submit a brief narrative describing the lighting design Including switching, exterior lights, and special energy saving features (motion sensors. etc.). Building Official Approval RCCil;YC{3 CITY OF TUKWILA PERMIT CENTER 6/91 LIGHTING FIXTURE IDENTIFICATION A WATTS PER FIXTURE . (Includes lamps & ballasts) B. 'NUMBER OF FIXTURES C TOTAL WATTS BXC PI 400 W AS' .2._ 250 ___1_34000 z 3 •oo _A- /tom 0(2 :>%:%`•' :: >.:;;: >:,::•`•:::ai:i:'•;':i: #:. .... UNADJUSTED TOTAL PROPOSED WATTS �i•ti ti::. y Y: .•} . .;..<. ` >�iz2,. . . •v:2;::S.•.«.%. .... ':: . • ::...; •:.Yw, J, 'v ... ;::; ::.;. . �.2$. •'2<,:n w a':s DEDLCT CREDITS PER DE ; 4ISEC. 505.3.2 •Attach calculations) 1 I :: }... \V� i < >! :w2: . • 'i '�;:?••..�` TOTAL PROPOSED WATTS ;:r •: �Q•,l "l ?'ee ' 'i' '�'Wett Allowable er Code abo el '(5 u d b qual io o l'e'ss Then °1'ota p 4� 5 Q!o Along with this form, please submit a brief narrative describing the lighting design Including switching, exterior lights, and special energy saving features (motion sensors. etc.). Building Official Approval RCCil;YC{3 CITY OF TUKWILA PERMIT CENTER 6/91 1 >H 1710-1712 1991 UNIFORM BUILDING CODE (iv) The entire building shall be provided with not less than a Class 8 roof cov- ering. (b) Construction. Parapets shall have the same degree of fire resistance re- quired for the wall upon which they are erected, and on any side adjacent to a roof surface, shall have noncombustible faces for the uppemtost 18 inches, including counterflashing and coping materials. The height of the parapet shall not be less than30 inches above the point where the roof surface and the wall intersect. Where the roof slopes toward a parapet at slopes greater than 2:12. the parapet shall extend to the same height as any portion of the roof that is within the distance where protec- tion of wall openings would be required, but in no case shall the height be Tess than 30 inches. Projections Sec. 1711. Cornices, eave overhangs. exterior balconies and similar architectur- al appendages extending beyond the floor area as defined in Section 407 shall con- form to the requirements of this section. (See Sections 3305 and 3306 for additional requirements applicable to exterior exit balconies and stairways.) Projections from walls of Type 1 or 1I construction shall be of noncombustible materials. Projections from walls of Type III, IV or V construction may be of noncombus- tible or combustible materials. Combustible projections located where openings are not permitted or where protection of openings is required shall be of one -hour fire- resistive or heavy -tim- ber construction conforming to Section 2106. For projections extending over public property, see Chapter 45. For combustible ornamentation. see Section 1705 (d). For fire- resistive requirements, see Section 504 (b). Guardrails and Vehicle Barriers Sec. 1712. (a) Guardrails. Unenciosed floor and roof openings, upon and glazed sides of stairways, landings and ramps, balconies or porches, which are more than 30 inches above grade or floor below. and roofs used for other than ser- vice of the building +hall lie protec:.d by .r gu. rdratl. EXCEPTION: Guardrail% need not he Imwidrd at the fnlloi% in: !oc_:iuns: A. On the loading side of loading docks. B. On the auditorium side of a stage or enclosed platform. C. Along vehicle service pits not accessible to the public. The top of guardrails shall not be less than 42 inches in height. EXCEPTIONS: 1. The top of guardrails for Group R. Division 3 and Group fit. Division I Occupancies and interior guardrails within individual dwelling units. Group R. Division 3 congregate residences and guest rooms of Group R. Division 1 Occupancies may be 36 inches in height. 2. The top of guardrails on a balcony immediately in fmnt of the tirst mw of fixed <cats and which arc not 31 the end of an aisle may he 16 inches in height. 116 RECEIVED CITY OF TUKWILA APR 2 7 199 PERMIT CENTER 1991 UNIFORM BUILDING CODE 1712 -1713 3. The top of guardrails for stairways. exclusive of their landings. may have u height as specified in Section 3306 t l fur handrails. Open guardrails shall have intermediate rails or an ornamental pattern such that a sphere 4 inches in diameter cannot pass through. EXCEPTIONS: 1. The open space between the intermediate rails or omamental pattern of guardrails in areas of commercial and industnal -type occupancies which are not accessible to the public may be such that a sphere 12 inches in diameter cannot pass through. 2. The triangularopeningsf ormedbytheriser .treadandbottomelementofaguar- drail at the open side of a stairway may be of such size that a sphere 6 inches in diame- ter cannot puss through. (h) Vehicle Barriers. In all parking garages where any parking area is lurated more than 5 feet above the adjacent grade. vehicle barriers shall be provided. EXCEPTION: Parking garages of Group M. Division I Occupancies. Vehicle barriers shall comply with the following: I . The vehicle barrier shall be designed to resist a horizontal load of not less than : 6,000 pounds. The horizontal force shall be applied over a one-foot-square arca at a height of 18 inches above the parking surface. The force shall be distributed through the vehicle barrier into the structural frame. 2. The vehicle barrier shall have a minimum vertical dimension of 12 inches and shall be centered at 18 inches above the parking surface. Foam Plastic Insulation Sec. 1713. (a) General. The provisions of this section shall govern the require- ments and uses of foam plastic insulation in buildings and structures. For trim. see Section 1705 tel. (b) Labeling and Identification. Packages and containers of foam plastic in- sulation and foam plastic insulation components delivered to the jobsite shall bear the label of an approved agency showing the manufacturer's name. the product list- ing. product identification and information to show that the end use will comply .. with the code requirements. (c) Surface - burning Characteristics. Foam plastic insulation used to building construction shall have a (lame- spread rating n( not more than '5 and a smoke-de- veloped rating of not more than 450 when tested in accordance with U.B.C. Stan- dard No. 42- I in the maximum thickness intended for use. EXCEPTION: Foam plastic insulation when tested in a minimum thickness of r 4 inches may be used in a greater thickness in cold-storage buildings, ice plants. food - processing rooms and similar areas. For rooms within a building, the foam plastic in- s' sutation shall be protected by a thermal barrier on both sides having an index of 15. ;' (d) Thermal Barrier. The interior of the building shall be separated from the foam plastic insulation by an approved thermal barrier having an index of 15 when tested in accordance with U.B.C. Standard No. 17 -3. The thermal barrier shall be installed in such a manner that it will remain in place for the time of its index classi- fication based on approved diversified tests. EXCEPTION: The thermal bamer is not required: 117 RECEIVED CITY OF TUKWILA APR 2 7 1csA PERMIT ENTER 1903-1906 1991 UNIFORM BUILDING CODE (b) Openings in Walls.All openings in exterior walls of Type II -F.R. buildings shall conform to the requirements of Section 504 (b) and shall be protected by a fits assembly having a three- fourths -hour fire - protection rating when they are less than 20 feet from an adjacent property line or the center line of a public way. No openings shall be ;ermined in exterior walls of Type II-F.R. buildings hous- ing Groups A, E. I and B, Divisions 1.2 and 3 Occupancies less than 5 feet from the property line, and no openings in Groups B. Division 4. R. and M Occupancies less than 3 feet from the property line. Openings in exterior walls located where protected openings are required by Table No. 5 -A shall be protected by fixed fire windows or automatic - closing fire windows or self - closing doors having a tire - protection rating of at least three - fourths hour and shall comply with Section 304. For Group H Occupancies. see Chapter 9. Floors Sec. 1904. Where wood sleepers are used for laying wood flooring on masonry or concrete tire - resistive floors. the space between the floor slab and the underside of the wood flooring shall be filled with noncombustible material or fire blocked in such a manner that there will be no open spaces under the tlooring which will ex- ceed 100 square feet in area and such space shall be tilled solidly under all perma- nent partitions so that there is no communication under the flooring between adjoining rooms. EXCEPTIONS: I. Fire blocking need not be provided in such floors when at or below grade level in gymnasiums. 2. Fire blocking reed be provided only at the juncture of each alternate lane and at the ends of each lane in a bowling facility. Floor construction of Type II One -hour and Type II -N buildings shall be of non- combustible material. provided, however. that a wood surface or finish may be applied over such noncombustible material. Stairway Construction Sec. 1905.S tairways ofType 11 -F.R. buildings shall be constructed of reinforced concrete, iron or steel with treads and risers of concrete. iron or steel. Brick. marble, tile or other hard noncombustible materials may be used for the finish of such treads and risers. Stairways of Type II One -hour and Type 11 -N buildings shall be of noncombustible construction. Stairways shall comply with the requirements of Chapter 33. Roofs Sec. 1906. Roofs shall be of noncombustible construction. except that in Type II -F.R. and Type II One -hour buildings. roofs may be as specified in Section 1806. Roof coverings shall not be less than a Class B as specified in Table No. 32 -A . 136 CITY OF T KWILA APR 2 ; 19914 Pat1MIr C *NrER girp 23 '94 09�0ve� 1i� AiS11.1iil ucai aluompany 701 Dext&, Avenue North, #301 1® Seattle, WA 98109 .x.1 Phone: (206) 285 -4300 Fax: (206) 285 -4371 Date: Job No.: Mtn: To: P.1. TRANSMITTAL RECORD 3• -3.94' q 30700 61.161.1d G/ ' or rUg.1.1141 -11.031-16 IAAnegaS Subject: # B 4 -01I 0i- yi14P1x.. SE TS Tr. r OETAGH TO OiSPLAY. CEA4IF,CATE - RECEIVED MAR 2 31994 COMMUNITY DEVELOPMENT wry \ \R. V1M•N \.N. \ \ \w \'�M1 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS MUTTERED AS PROVIDED 9Y LAW AS A J •'f.• 5 , :6V�.• il!y! S1�IL Q:•1 asp •'t`•IrD t?a'19 pa .•'4 11:1■9.4 t• T��7 •••7 t,.,t� ' •• 45EA•TTt,:g';•:';_�.�s;.• WA ':98`/02'.! ( ) For Information (() For Use () For Approval () No Exception Taken () Make Corrections Noted () Revise and Resubmit Copy to: FILL .. QRACH STATE OF WASHINGTON • a92sd12463 t3.9a1 w\N\.\r.. \ \n\ w• rw rrr.r\w w r.rs TO DISPLAY CERTIFICATE.,: () Original to be MAILED 41C) Via FAX Total pages, including this page () Via Mail ( ) Courier () Enclosed Herewith OLYMPIC ASSOCIATES COMPANY �?�i•.,:,:'ij` ;irt +l;':;Sj!;i'�"`'"yFi. ii+l�i� T • NION414,1VV4r4t \•\•\'\fir\ \t N W' \ N124NW4. ''� \Ki142 . .... .. WNA .NXAMMa�� isNiNW�c. aWN1M.N.N.At INIerN.V.N ti WO.NVAN VOLVA+ t ti tiOtitiVe NNAitileWh�i hW W.VANteletit Vi VINA DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A �::.. - �i + Wit,., v.i. t -4:.:i -A= Fn '.; . --- kt? =:r:. ;,:-.;;,,,,-,v- ,;; LV.. OiC ": � 4' � , ... :,,,,- 4 {' :14.' :.. 5: c• .7 it"'r:' i?' t:: 14”A. Z!(S3•....'�fj•. _ :,,;;,; f' :41- l-y �:[l'It' rtYse. , rc', i . 3 3 r • 't�.'i, '!r.;,,.ir� v.r ri z- s'. ,'-'.,.� i ' - ..t'.y'.Alr 1iy� �e'NC �,, T ...g, 11 a t s - fgY..?.F•� tir.• .4 :Za,r. r.' `�`' -T •iW t" ?i j'' : S r w .41:9 T'3e ; I,. -.$,4 �'Af;. m.i a't ;+t:, . 1aY-D !legs M CDN . :.*J -ebNcir'n:: i ERR :: :x;. -,:` ?2 -t°if `-4= • k:' STATE OF WASHINGTON t ti«: OK. rTA Ly A L i .'A."' fit; r , v • ' 3i®' 'rj •hX• L \ .,,RR S , . d !] i?L. -, •, ; t''k1j. fit:,;: ^'..,�, Ltd 14L•'h'r.{".•'. /,,yCp.LT N a x: 111 "'INL���IiiYII. G r , ' i'yi ., 55 T fit, .r S'ii,..aA s .. .. .. tHMNiomwMMN\wwuN\h\Noc \ \ \ \ \ \m..o....w ..N.N.. +ONNWAM/N. N.N. N. L DETACH TO DISPLAY CERTIFICATE • ti 1 /I/ / / 1 1 1 1 IRIMON■111111121GIONSCOMONOINAIVAIMMINIfilit STRANDER 5LVD. _ ____, 1 ,___._ EXISTING PAWINGs 04.41101%11110111111:11MMIRWAIII• -2 1-IR. SEPARATICN WALL 2 1-IR SEPARATION WALL wyltarabWOON1/101) aVSOYMIGIONLVIVIIIIIINdilliel5.11211010114 SITE PLAN SCALE: rtkiziiirstaa' • ••, • • • 1111111111i1/1111111111111/11111111111111111111111j1111i1 I'JlIJlII! 0 I6THSINCU 1 I I I NOTE: -if - _ 8 . ment iSse clear titan this 4 5 6 • 7 9 • 4.1 1.1,11.11 notice, it is due to the quality of the original document. oe 6Z eie GZ 9Z 6Z VZ E ZZ LZ 8 0? 6l : Ll AREA OF TENANT IMPROVEMENT (NO CHANGE TO EXISTING BUILDING ENVELOPE) LEGAL DESCRIPTION GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. 2. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE HE DOES TO ADJACENT WORK AND SHALL MAKE GOOD SUCH DAMAGE AT HIS OWN EXPENSE. 3. SUBCONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS FOR ITEMS FURNISHED AND INSTALLED BY HIMSELF. 4. EACH SUBCONTRACTOR AT THE COMPLETION OF HIS WORK SHALL REMOVE ALL DEBRIS RESULTANT FROM HIS WORK. 5. CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS ON THE JOB. 6. DRAWINGS ARE NOT TO BE SCALED. NOTED DIMENSIONS TAKE PRECEDENCE OVER ANY SCALED DIMENSION. 7. ALL WINDOWS ARE LOCATED BY ROUGH OPENING DIMENSION. 8_ VERIFY ALL ROUGH OPENING DIMENSIONS FOR DOORS, WINDOWS, APPLIANCES BEFORE FABRICATION. 9. ALL AREAS TO HAVE AUTOMATIC FIRE SPRINKLER SYSTEM THAT MEETS THE REQUIREMENTS OF NFPA. 10. ALL HOLES IN BUILDING TO BE CAULKED/SEALED, INCLUDING ALL ELECTRICAL, PLUMBING AND HVAC PENETRATIONS. ALL OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS ARE TO BE CAULKED/SEALED OR HAW FOAM FACE GASKETS. 11. 5/8 GWE) TO BE TYPE " IN ALL LOCATIONS. AT BATHROOMS REFER TO UBC SEC. 4712. 12. ALL WORK TO CONFORM TO 1991 UNIFORM BUILDING CODES AND ALL APPLICABLE CODES, ORDINANCES, REGULATIONS, ETC. 13. ALL DIMENSIONS ARE TO FACE OF STUD FOR INTERIOR UNLESS OTHERWISE INDICATED ON DRA.WING. 14. VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. 15. ALL MECHANICAL (PLUMBING, HVAL & WNTILA110N), ELECTRICAL SYSTEMS AND FIRE SPRINKLERS TO BE DESIGNED BY BIDDER. SUBMIT SHOP DRAWINGS TO OWNER AND LOCAL MUNICIPALITY FOR APPROVAL PRIOR TO CONSTRUCTION. MECHANICAL AND ELECTRICAL SYSTEMS & FIRE SPRINKLER SYSTEMS TO BE BIDDER DESIGN AND PERMITTED INDEPENDENTLY OF BUILDING PERMIT. 16. SERVICE WATER OR FIRE SPRINKLER PIPES IN UNHEATED SPACES TO BE INSULATED. 17. ALL BATHS TO BE VENTED TO EXTERIOR. 18. PROVIDE FIRE AND DRAFT STOPS AT CONCEALED SPACES PER UBC SEC. 2516(f). 19. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HG WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, IF ANY, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY UPON DISCOVERY. 20. REPETMVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 21. EACH CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT FURNISHED AND INSTALLED BY HIMSELF OR OTHERS. 22. AU- DIMENSIONS EIETERMINED BY EQUIPMENT OR c:ABINEMY ARE TO EIE CHECKED AND VERIFIED. 23. ALL DOORS NOT LOCATED BY DIMENSION OR PLANS OR DETAILS SHALL BE 4° FROM FACE OF STUD TO EDGE OF DOOR OPENING OR CENTERED BETWEEN ROOM PARTITIONS AS SHOWN. 24. ALL WOOD PLATES IN CONTACT WITH CONCRETE SHALL BE TREATED. 25. FINISH FLOOR LINE REFERS TO TOP OF SLAB OR PLYWOOD SUBFLOOR. 26. ROOFING TO SE OF CLASS '8' ROOFING MATERIAL. THAT PORTION OF THE ts,CUTHEAST I/4 OF THE NORTHEAST 1/4 AND THE NORTHEAST 1/4 OF THE S'OUTHEAST 1/4 OF SECTION 26, TOUNSHIP 23 NORTH, RANGE 4 EAST WIi., DESCRIBED AS FOLLOO,6: BEGINNING AT A POINT 30 FEET SOUTH OF THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SAID SECTION 26: THENCE SOUTH 88 DEGREES ID MINUTES 33 SECONDS EAST ALONG THE SOUTH MARGIN OF STRANIDER !BOULEVARD A DISTANCE OF 518.66 FEET TO THE TRUE POINT OF !BEGINNING: THENCE CONTINUING SOUTH ea DEGREES 15 MINUTES 33 SECONDS EAST ALONG SAID SOUTH MARGIN OF STRANDeR $ouLEv4Fes, A DISTANCE OF 16.63 FEET TO THE NORTHWEST CORNER OF LOT 5 OF ANDOVER INDUSTRIAL PARK NO. 3, AS PER PLAT ECORDED IN VOLUME 1S OF PLATS, PAGES 6 Atoi, RECORDS OF KING COUNTY: THENCE SCA.I•I4 14 DEGREES n MINUTES 30 SECONDS EAST .4LONG THE WEST LINE OF SAID LOT D, 4 DISTANCE OF 85.11 FEET: THENCE ALONG A CURVE TO THE LEFT ALONG SAID WEST LINE OF LOT 5, II-ROUGI4 A CENTRAL ANGLE OF 68 DEGREES 55 MINUTES 41 sEcoNos AN ARC DISTANCE OF 453.58 FEET TO A POINT ON THE NORTI-I LINE OF LOT 4 OF ANDOVER INDUSTRIALL PARK NO. D, PER PLAT REcorivEE) IN VOLUME ea. OF PLATS, PAC-ES 22 AND 23 , RECORDS OF KING COUNTY THENCE NORTH 84 DEGREES 25 MINUTES 51 SECONDS WEST ALONE:: THE NORTH LINE OF LOT 4 A DISTANCE OF ism FEET: THENCE ALONG A E.EURVE TO THE LETET ALONG THE NOIR14 AND WEST LINE C* SAID LOT 4, THROUGI-1 .4 CENTRAL ANGLE OF 53 DEGREES 46 'MINUTES 41 SECONDS, AN ARC DISTANCE OF 611.52 PEET: THENCE SOUTH 01 DEGREES 41 MINUTES 28 SECONDS WEST ALONG NE Le-ST LINE OF SAID LOTS 4 AND 5 IN SAID PLAT A DISTANCE OF 13613 FEET: THENCE ALONG ,A CURVE TO THE RIG-1-IT WIN A fRA114,5 M 41026 FEET T44ROUCEI4 A CENTRAL ANGLE OF 82 DEGREES 55 MINUTES 21 C010, AN ARC DisTace. GF 5E320 FEET TO TEIE EAST MARGIN OF ANDOVER PARK WEST: THENCE NORTH 01 DEGREES 41 MINUTES 28 SECONDS EAST ALONG SAID EAST MARGIN A DISTANCE a; 2125 FEEE. THENCE NORTH 01 DEGREES 05 MINUTES 05 SECONDS EAST ALONG eAI r) EAST MARGIN A DISTANCE OF 35226 PEET: Tt-IENOE NORTH 45 DEGREES 35 MINUTES 10 SECONDS EAST A DISTANCE <7 65.85 FEET: THENCE NORTH 42 DEGREES 2 MINUTES 32 SECOINCIS EASTA DISTANCE OF 56.16 FT: THENCE wAN 45 DEGREES 45 MINUTES 25 SECONDS EAST A DISTANCE OF 5024 FEET: THENCE NORTH 16 DEciiREES 23 MINUTES 24 SECONDS EAST A DISTANCE OF D0.05 FEET: THENCE NORTH 26 DEGREES 16 MINUTES 54 SE mos EAST A DISTANCE OP 56.50 FEET: THENCE NORTH 16 DEGREES 06 MINUTES 21 SECONDS EAST A DISTANCE OF 4143 FEET: THENCE NORTH 36 DEGREES 31 MINUTES 55 SECONDS EAST A DISTANCE OF 58.10 FEET: THENCE NORTH 22 DEGREES 46 MINUTE e 35 SECONDS EAST A DISTMCE OF 11150 FEET: THENCE NORTH 34 'DEGREES 41 MINUTES' 35 SECONDS EAST A C>1STANCE OF 30450 FEET: TI-IENCE NO1N n DEGREES 31 MINUTES 35 SECONDS EAST A oisTANCE OF 15150 FEET: THENCE NORTH 21 DEGREES 01 MINUTE: 35 SECONDS EAST A DISTANCE OF 114.00 FEE.T: THENCE NORTH 05 DEGES 28 MINUTES 25 SECONDS WEST A DISTANCE OF 3835 FEET TO THE TRUE PONT OF BEGINNING: EXCEPT THAT PORTION THEREOF LYING WUTH GF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHUEST CORNER OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1/4: THENCE NORTH 01 DEGREES, 05 MINUTES 05 SECONDS EAST ALONG Toa WEST LINE TEIEREOF, 609.06 FEET: THENCE SOUTH 08 DEG/REES 16 MINUTES 11 Secompe, EAST 3000 FEET TO THE EAST FI;OAD MARGIN AND NE 'rJE POINT OF EEGINNING Of HEREIN DESCRIBED LINE: THENCE CONTINUING SOUTH 88 DEGREES 16 MINUTES 11 %SECONDS EAST, 31612 FET TO THE WEST LINE G LOT 4 OF ANDOVER INDUSTRIAL PARK NO. 5, AS PER PLAT RECOWED IN VOEUME 83 OF PLATS, F'AEW..S 22 AND 23, ftrzfve OF KING COUNTY: MD THE EASTERLY TERMINUS OF i-IEREIN DESCRIFIED ENE: (BEM KNOW AS NEW TAX LOTI, ACCORDM TO CITY OF TUKWILA BOUNDARY LINE APJUSTMENT NO. 86-61-BLA, RECORDED ut4pER RECORDING NO. 8612111461/ SITUATE IN THE CITY OF TIKWILA, COUNrS OF KM, STATE C* WASHINGTON. EXCEPT AT TO THE MATTER ORTED HEIEREINABOVE, THE TITLE TO THE P'P'S-1' COVEFeD BY W16 ORDER HAS NOT BEEN REEXAMINED SCHEDULE OF DRAWINGS A A2 A3 A4 A5 TITLE SHEET SITE PLAN, GENERAL NOTES, CODE INFORMATION MAIN FLOOR PLAN MEZZANINE FLOOR PLAN REFLECTED CEILING PLAN, SECTION DETAILS S 1 M 2nd LEVEL FRAMING PLAN, DETAILS S2M STRUCTURAL DETAILS _NOTE; THE WORK DESCRIBED HEREIN APPUES ONLY TO THE TENANT IMPROVEMENTS OF THE EXISTING BUILDING & OLYMPIC ASSOCIATES COMPANY DOES NOT WARRANT THE PERFORMANCE OF THE EXISTING STRUCTURE AS A WHOLE; WHICH MIGHT NOT COMPLY WffH CURRENT CODES FOR STRUCTURE OR SEISMIC DESIGN. CODE ANALYSIS ZONE: C-2 OCCUPANCY GROUP: B-2 ACTUAL AREA: MAIN FLOOR: SECOND LEVEL: TOTAL: CONSTRUCTION TYPE: 11-N 28,800 SF 10,800 SF 39,600 SF AREA SEPARATION WALLS - THE DEMISING WALLS BETWEEN TENANTS WILL BE 2HR WALLS WITH A MINIMUM 30" PARAPET ABOVE THE ROOF. ALLOWABLE AREA: BASE: MULTI-STORY INCREASE: TOTAL: SPRINKLER INCREASE - DOUBLE: TOTAL: 12,000 SF 12,000 SF 24,000 SF 24,000 SF 48,000 SF THEREFORE THE ACTUAL AREA OF 39,600 SF IS LESS THAN 48,000 SF ALLOWED - O.K. ELEVATOR SHAFTS: 1 HR PER SECTION 17 TABLE 17-A STAIRS: SHAFT ENCLOSURE NOT REQUIRED PER SECTION 3309(a). EXCEPTION 1 PARKING: N/A (NO CHANGE TO EXISTING.) TAX I.D. NUMBER: 262304-9001, 262304-9119 SCOPE OF WORK TO CONSTRUCT TENANT IMPROVEMENTS INCLUDING CONSTRUCTION OF A MEZZANINE WITHIN 11-SE EYISTING BUILDING SHELL MECHANICAL & ELECTRICAL WORK SHALL BE PERFORMED UNDER SEPARATE PERMIT. 91 91 ,I CL I LI. 01 6 8 L 9 F., C 1 ■464 0 111111111ildaillti VICINITY MAP CITY OF TUKV1ItA APPROVED MAY 1 1 1994 TED ---6USEDING DIVISION ARCHITECTURE INEDING PLMNING tolANAGEMENT 701 !AMER AVE. N. KATIE, WA, 98109 (206) 285-4300 OLYMPIC ASSOCIATES COMPANY 011.11WILCRIMIIMI, INESSIMUNISTRESUISISIENONEMENSIMIN OLYMPIC SPORTS SOUTH CEN TER TUKWILA, WA 300 ANDOVER PARK 0400 EENA.E.S.N.:EN:•Nt,•12 'EN GEN SITE PLAN 8 0 El MECHANICAL IB ELECTRIC/U. Cii-OILUMBING Cci'GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY 1 understand that the Plan Check cpp:Evab are subject to etTOM and omissions and approval of plans does not authoitica tee violation of :any adopted %do of WSW& BMA* of contrarioes copy of • , ■ REVISIONS NO CHANGES SHALL BE MADE THE SCOPE OF WORK VNTHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. war: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. •MONAMMIIIRMUMMIMIMOOMAIM, flINOW/OCRIMI.1.0.1041..111=MA ..011..n2waardalvaltirna.mia lisIMAILMUNIOMMISIIMANION* 011tlarre•CO MIMIIPICAINKISW di-.11MOMIOTVO tidlOnotil14.0.~3.01172riGn• •SeeNOMNISIMMYRWOOMMU.1116•1416143 3-16- Varogeo/waD oRlitlar,WEISksta.wymr.pway ritAISION RECEIVED CITY OF TUKWILA MAR 2 1 1994 PERMIT CENTER *COP Y R IGH T * DOC 0074190'S. n ID MOE letani*TED Wel iC M WiditENT Of $P,NICE. 111112 Th FIM4311T OP OVUM mon" camir: F4) 1:b N WHOM Olt P1 P itliTglIt WEN OLITWAVAT•di or 0.11EPIC AWSIXWES aileteNNEREEMEDMINGSEREMatea 0.4.11 r.Atx vans 93070,01 DKB Millebet01111101•01211/11M011411111111.00117.11171 !Brit Malta Iii7h* M"- "daT-"-"- OC 1 -Orr PLOT Se. 101 FIX VElt • AM rot o3(44/44 ROT Th: B47 pit , • - • CS) ,) 11 11 1L. FE NTAIN - N.C. RECEPTOR TO 1:3E 2 Mo &i�" MlN. �fi�Ui`1 i Sip WALL 5' -0" '1'- 51/211 i 1 ff=- 1 % 7 ii 1 €NLA�aED RESTROOM PLAN SCALE: 1/4" = 1' -0" r-w 4S" 1-11G1-1 CONTINUOUS 1 F.R.P. UJAINSCOAT - RIM A `. -_.._ 6" COVE BASE - T` P. 1 1!211 CLEAR SPACE BETWEEN GRABBAR 4 WALL ---_ —\ FLUE-1 VALVE TO COMPLY w /SECTION 310b(k)1I. W,L'C 51 -20 C (MEN'S SIM. 4 OPPOSITE) EL_Z___/ATICA$. SCALE: 3 /3" a If -t 8 24' -f" -r BE1t1C1.,- rrP. LAYAWAY 4 FITTING RMS. ACCESSIBLE FITTING ROOMS TO EAC4-I HAVE 24 "x4r BENCH MOUNTED 1`1 " -19" ABOVE FF, 1 I FLOOR SCALE: NO OCALE 3@' -m" 301 !,11 -0" 1 (17 •••• r•— ....... a r •■•Y+i•■ I.' — u.,r•.lr 1 1 1 1 1 1 1 1 .wr '�' .r....••.r- . :.....'•.w.. r. ••.- • •.f +.-M ......r+...rv...NY • •••• .. .r . . . r' \\ - `\ \`'s \'‘X \\ \ 1 , TYP. COUNTER - TY P. 24' 24'-0" -@11 ID - COILING SECURITY GRILLE 1 AFSOVE . �J., J\ + LID OVER LAYAWAY /FITTING --1 ROOMS TO BE 5/8" PLYWOOD t,. *. ON 5le" TYPE 'X' GW.E. ON -,' 6" 20 GA. METAL 5TUD 5 AT ICS" Or, w/5 /5" TYPE 'X' G.W.B. ,- '', 4 ATTACWEC> TO UNDERSIDE OF N r METAL STUDS 1 NONE ALL RACKS SHALL 6E NO CzREATER THAN 8' -0" IN HEIGHT. Ck& A 71 F �NP`'N3. !%'t1t, 7'MY� �k .}V. [',.:.f.« I �v i didll�.o46t 7 C -vf • - �..'� Q+ns'°a kO Ilan,, 4 u I "I-11-LO" 4XE55 E3LE DRINKING FOUNTAIN r- 3' i 1/4" X16, -.1 I /41i 7-- COUNTER - TYP. 31�I I/411 1 , 1/Lf" in GRINDER ROOM - cn Q 141 -�11 L� RATE MIT ND ROVA UIRE -- FLEX -STRIP CURTAIN 5` -1 3/4'; 41-10 1/4" � 1 i n P1EC1a I/ t14 I ....ter fLoc___AN rwr..n. 30' -@" V-0" 1 30' -@" tomennememmneamonnea 34' -9" - -- QIi THE AREA SEPARATION WttLL$ 5E1:LEEN THIS SPACE 4`0 THE ACUACEWT SPACES A EXIS! iNG THESE 'WALLS ARE CUNTINtYL'S MOM THE FLOO TO 4 PONT 30' MIN. ABOVE THE 3URFACE; OF THE ROOFS 4ND C/ NTitAk UB TO Tr4E EXTERIOR WALLS OF T1•4E F3UiLPINGg INCLUDING THE OVERHANGS. OPEP!R i5 RI THE6E AREA SEPARATION WALLA SHALL BE iP'FTLL ED PER • DETi,IL 12 SWEET A• TO MArtirAIN A CCNTINJOUS SEPARATION. - Oft- "F.. a`'" a i'S St.'( Gt To �` �q. �+4&,.� ovi. �aIA, %t D ,t.,' 9bb.tR::��� iDUAL NOM.: 44" MIN. PAN CF EC S°, TO !3E STRIPED AND SIGNAtcE PQQTED CALLING FOR PAT1-I TO 5E KEPT CLEA!w'', ---_- -_�- 4 ! I f NEW C.:11.10 INFILL OF EXIST. CONC. WALL EXISTIN4 CG 4CF TE WALL NEW STUD WALL dE WOUR RATED SEPARATION WALL . 7 -.: � G 604ent Cif . _ <1: w'.> 7,.'N '.. . JT..'.•. l YI•C.;'{. . • 4 ,t Fa. : ',..0',. 4'.'' � Jr . . ,a9 .arx" r.r N " 4 ' 11111111111111 11 1111II,1I1111!II) I (111,111 11111,11111111IMIr M11111I1 11111,1 11 dill (IIIII1.1111 111111111 11I, III lI r-. ,lllili!Ililf l illlll iliiiiiiiiII. i_ i'_ I ! O 16THAINCH 1 7 •/3 4 5 6 7... _ .......8 9 , 10 11 ►,EiNRM,A, 124 f NOTE If the Microfilmed document is less clear thlan this 30' -0" L1 j I ! notice, it is due to the quality of the original document. OE ec Oc Lz 92 sz 9e CZ zz 1z p? dt 81. Lt �1!lll!!111!11111111i!i1!!I! 111!!! 111!1!,II11l111,11 I IIII!! 111 l! I! lI! ail!1l1IlIfiUtii;l!liDil11i.11! ld11,11111111ili . • 91 't +7L CI, Zt t!t 41. 6 8 L i 9 u! II1!'ii =,111l1III11 l!ii!IIIiIII i IiIJiill� !I!111Ii1!11!1I!II!;I !i l I I!!I i !1!11!1111 li !1111!I!I! L F s ti F Z t "" 0 I!III!111 1111111!11111 111I 1 !!11111!i11111!111I11i1111ii1 30' -0" ARCHITECTURE DONERING PLANNING MANAGEMENT 701 DEXTER Al. N. WA. 98109 (206) 285-43 OLYMPIC ASSOCIATES COMPANY • • OLYMPIC SPORTS SGii°iFiCEt3TER TUKWILA, WA n FLOa- PLAN •e 8 -07 -94 S -13 -.94 FINE SECURiTY cli ADO. oftELMSELSEMEILM v12;tae." itix�i ...n>Aa,..y..a,... MSEMZSALW CIP/ OF PEW APPR IVED J 1994 BUILDING DIVISION I3ECEWED CPTY OF TUKWILA JUN 8 1994 PERMIT CET4TER 4 C 0 P Y R 1 GHT* ��>V a1 Minsimmiegassmisissignmantians of 8.- 1744 13076.01 •u 1.110s%:47/14 Rf' I'M 1ti17 on et.r•nr-r-;■.:K!-31. ••• "Pr," •;•• ...ra•r4r-L•f! r, 5E (C--k;) 1C-4 512 K1 .S'-jr"F'ORT DE_TA1L_ (1/Asc,„":/--p)icyc (21A6) - -••• ACTIMPLMMIMMOOM rt.-V.I....rt.-I'm-7.k ••":44.%-t1,5 ‘7"; crrr ::•••• • •ti,..A•ebr-;_r. • —V- ;.);`.3PLAY, WAR-CLIP OVER KION( BELOW /z- /7 • Area for evacuation assistance Required: 1. A telephone with controlled access to a public telephone system Dr another method of two way communication shall be provided between each area for evacuation assistance and the primary entrance. The maximum high side reach shall not be higher than 54-inches. The communication system shall not require voice communication. 2. Area for evacuation assistance shall be identified by a sign which states: AREA FOR EVACUATION ASSISTANCE and the international symbol of access. The sign shall be illuminated when exit sign illumination is required. In area for evacuation assistance, instructions on the use of the area under emergency conditions shall be posted adjoining the two-way communication system. 3S-5? tvER I F4 r — 1 (.9 13'-3 3/6" IMIRNOWNLIMMI.*■■•••■■•••• .11,4, 1.6 .•-..1/67,71.- • •r•-.:4 er, • tro.-1.nlifM,T,i'r->".*--"Anrc,r,-,,,q. .. Aerrr .14...crter.fel .:.1..-YrtrroMpWartrro$1;., rull.rtrr wr, 1 1 LifEfERIbILaLvIg SCALE: IMO ILO" 30' -0" r., 0 16 INS INCH 1 2 111111111111111111111111111111(11111111111111111R1.1 1111111.1FF1111 17111!111111 411111111 1 1111P1110111/1111111111-144111, 301-0" onsliya RETAIL RACX7, 614ALL, DE NO GREAIER TWAN Es'-0" N ms=rtmasosa—zrithazsxa-1-Fraz LEaEl1/442. 111090515111116MINIMUMMIWRIO VIVBSIMIMIMIZeMISMWAM raguRcziggsfs=zwilic=sra= 4 5 6 7 8 NOTE: if ihnicrofilmed document is less clear than this notice, it is due to the quality of the original document. 1 1 11 ..301 1 1 I 1 1 1 1 1 H 1 1 9 10 69_4 52M any Dexter Avenu h.....t;3nopl bYr Seattle. WA 98109 tram 4 Phone: (206) 2E5-4300 Fax: (206) 285-4371 12' -3 I/2" P.2 4.111, en..1111. TR ANI.SMITTA I. RPCORT) (2) 30'x48' (CLEAR FLOOR A A FOR EVACUATI ASSIST. NOTEi GUARDRAIL 14EIGI-IT AT TOP LANDING TO eE 42" HIGH. GUARDRAIL 4 HANDRAILS FOR LANDINGS STAIRS WI-IICW ARE 30" ABOVE FLOOR OR STAIRS BELOW SHALL BE PROTECTED BY A GUARDRAIL WITH HORIZONTAL INTERMEDIATE RAILS- POSITIONED SO A SPHERE 4• IN DIAMETER CANNOT PASS THROUGI-1. PROVIDE EMBED. SLEEvE FOR TnP LANDING GUARDRAIL SUPPORT - VERIFY T-1 STRUCTURAL ENGR 5'.0"x4c0" SAFETY CILAZING VERIFY SIZE 4 $1LL HEIGHT IIJITH TENANT • .....t. . v..... rata. ......... ' ■•■•••• ag.... .0.0.0. 301-0" NEW STUD WU. a EXIST. CCNC. WALL EXISTING CONCIRfTE WALL NEW snip WALL ONE WOW RATED SEPAWMON WALL 6 1.-03 C$3 -- , CELN TAIR INPER °MICE TO 14,AvE (2) LAYERS S/$" rTiPE 'Xi GLIB. APPLIED TO Bo TOM CHORD CF- 1)-zetiCIUE 9 -2 1/4' :1•• If r7, • • ....„,,kry 06 6Z Eild LZ C ZZ LZ 0? 61. al L 9.1 GIL L CI IL ot. 9 1. , 9 1 C r4r, 0 1.11111111111111111111111 111111111111116111114111.111111111RJ111.1111.1.1111141111111,1th,111104W0111111111110.1111 iIjilt EraraiR22.11 RECEIVE) CITY OF TOKWILA MAY 1 9 1"4 PENMIT (wren MM 1 9 1994 91-0" EXIST. OPENING IN DECK q U PER LEVEL FLOOR PLAN (Z) 4SIZEA5 riDa. EIAC4016/1710t4 AIIISTANCE ReCatelp MaN. Ifittc* • Two 0)41 covAtviutikealirum (ea:AD!' 4S1..0441E. d5e.e ,A9c4yeoDRAis)1Ws. itZi7c;Nrre 3-13-94 SECORR Gni ADD. ES1222(.41E2M-- irmwarrorroomarssmonronactso snataatemens-aarroo USSANSIL66.60666,6111666664661.66 jadtalresurraosrer. sadragge‘a146!,111.:86'..1. 1r,Jamironmorroorrwrrairsvar.m..... ,t72‘..tin. • 4=.,,,u4 auta,ISLELALMIL. r— kC4 wortagnEJa. WIE RAYSON 1112.NRIBMIMISEEMOSIZOMPH CITY OF TUKWILA APPROVED BULD, ri; DIVISION v.scOP Y R $141:$ ON A'"IntViefini iE ..413.44 • SePIE G H T KIM AS ,e r aVatelif AK1 a• Ficar""" 93070.01 flE:0017MIX SW:10i PIO WM: EEZ eligennagafiatiMaiiireninannergeffirn. EtICEZ: 05/1:1/34 nava* 449. pn • DOOR SCHEDULE --- -- DOOR° SIZE nirE REMARKS 1 3'- 0 "x1' -0" WOOD 2 3'- 0 "x1' -0" WOO-? _ 3 4 3'- 0 "x1' -0" 3'- 0 "xT- 0 "xiT/4" WOOD woof, CLOSER 5 3'- 07x1'- 0 "xi 3747 WOOD CLOSER. 6 3'- 0 "x11- 0 "xl3/4" WOOD CLOSER EXISTING 3' ••07x1'- 0 "x! -3'4" a,r WOOD 3'- 07x1'- 0''x1.3/4" WCYJD 10 EXISTING 11 Ma 13 EXISTNG EXISTING NOT USED NOT USED 14 2'- 0 "x4'r.10 "x1" WOOD IF," 3'- 07x4'- 10 "x1" WOOD 16 31- 07x4'- 10 "xi" WOOD 11 2'-0►'x4'- I0"x1" D 18 EXISTING STOREFRONT I9 EXISTING STOREFRONT 20 3' -0 "xi'- 071x13/4" WOOD 21 2' -0 "x41- 10 "x!" WOOD 22 2'- 011x4'- I0"xI" WOOD 23 2'- 0 "x4'- 107x1" WOOD 24 2'- 07x4'- 10 "xl" WOOD 25 3' •0.1 "x41 - 10"x1" WOOD 26 3' - 0 7 x 4' -10 "x ! " WOOD 21 EXISTING O.H. 28 EXISTING O.H. 30 OT USED E . NOT USED NOT USED „ .1/1";:i 1 `' ���w► �` . %LAIL. ' .44 .+E... 'CLOSER 32 3'- 07x1' -0"xI 3/4” META_ 20 MN. RATED /CLOSER A 33 l-.. a 30a-0"x161 -0" METAL PERT. COILING GRILLE 1 w/ELECTRIC MOTOR rviEL ALL DOORS TO BE EQ UIPED WITH LEVER HANDLES ALL RATED DOORS TO HAVE RATING VERIFICATION LABEL ON DOOR AND FRAME, SMOKE GASCETING 1 CLOSERS DOOR THRESHOLDS TO BE 1/2" MAX. HE IGH Ejv4TOJNQTES UfR FLOOg..PL9N REELECIELL_EILIk.Cs PLAN SCALE, 1/16" u LFcagNQ CAE? SI.7.' 4 SH44T DIMENSIONS TO BE VERIFIED w/EXISTING DIMENSIONS >. u..,:.. :,,, ..; P1 (2) LAMP x 4' 13 WATT FLUORESCENT a P2 400 WATT METAL HALIDE G P3 250 WATT METAL HAL .IDE • P4 100 WATT INCANDESCENT DUAL SOURCE AC/DC EMERGENCY LIGHT w/EXIT SIGN PATH OF EMERGENCY EGRESS PROVIDE 24 HOUR EMERGENCY EGRESS LJG1- 1T1NG £ EXIT S1GNAGE PER U.B.C. SEC. 3313 4 3314. NOTE: RESTROCM CEILINGS 70 BE 5/84 TYPE 'X' VINYL COATED G W. SECURED TO THIS RUNNER SYSTEM. 112 sTio UNIS >� s OR_ eRf414' � O'O.C• � ::: SPUN � �pN 12' 1 --- p1p"C AID* wIRrS �1+ NNY `O id�N h°11N 9 , DIREC / • : W21.1 C CUP TQ•,16.CEMI SLICES AH0 INTERSECTIONS OF RUNNERS SIt U. BE ATTADIED 16TTH MEDIAN/CAL. INTERLOCKING COFWECT)ONS AS POP RIY£TS. SCREWS. PINS PLATES WAN BEM LABS. OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 X COIGN LOADS OR ULT1ttTE A»M. 1EUS ON OR CO 4PRES`$ION (MINIWM 60 POUNDS). VERT. STRUT p12'- C'O.C. HUNGER YORE -�� II 6RAQE SPLAY , ! �_ NOT TO D(CEID 6' -0' 'AIRE 1,r 211 s-r=rrra1.7 —t' '•1=L_i It. MAIN RUSNFR ACOUSTICAL PANEL CONT. HOPoZ. STRUT TO PREVENT SPREADING OR RUNNERS $. AU.I2.--21221 112 225 11 22 10) RUNNER { v SUSPENDED GEILINIs SEISMIC DETAILS SCALE: NO SCALE — EXISTING SHELL 5TRUCTURE //1EXISTING RIGID _ROO INSULATION ------ PERIM. FURRING 4 INSULATION 5"T" BUILDING OMER ��,- -- PERIM. G.W.B. BY TENANT. TAPE 4 PAINT TYP. S 'OPAGE CONCRETE 51 -A15 ON "K." JOISTS - SEE STRUCTUR41,.. --� • P2 eP2 eP2 4P2 'F2 *P2 0P2 r eP2 eP2 e P2 •P2 eP2 *P2 eP2 0P2 eP2 eP2 F2 e� I P2 as P2 eP2 oP P2 QP3 +P3 P30 P2 • P2 eP2 ®r- 61 P2 /s P2 *P2 P2 0P3 P30 0P3 P2 P2. P3 P3 P3a 0P3 61 P3 0P3 z:: • i f F -. moue CaRRNIQf P3o: 0P3 MAIN FLOOR 4 fi CT SCALE: 1/16" 11 -0" NOM SEE MAIN t UPPER FLOOR PLANS SHEETS A2 4 A3 FOR DIMENSIONED WALL LOCATIONS • TA 1_ 0 P3 0 P3 0 P3 c;i P3 P30 GEILINCs PLAN L CH RM. f 7. - 'dam'. ,5/e" TYPE "X" VINYL COVERED G.W.B. HARD LID TYP. IN RESTROOMS, OTHER LOCATIONS TO HAVE SUSPENDED A.C.T. (VERIFY LOCATIONS OF VARIOUS CEILING TYPES) 5/8" TYPE "X" G.W.B. EACH SIDE OF MTL. STUDS TYR THRU -OUT SECURE ALL INTERIOR PARTITIONS a/UNSUPPORTED LENGTH GREATER THAN 10' -0" TO STRICTURE ( ROOF UPPER LEVEL). ilil�l�l�11111j111�1(1�1 1eTNSINCM 1 0E, 6E 8L LZ i 6111111I11111i1i1t1 !11111111!I!! { 1 11E 11111111111'11p1111 -1'. 111)j1ft ! (11j111111 1 411 3 4 5 1 NOTE: . LIf the >niCrofi. 1(, lItrtfi!!tIltI 11IIIIIIII1Ijf111! 11I.{.t .1J1jt ,... ...._..6 ......_._7._. _,.... I d docui etle i s les. clear than this ( • i notice, it is dte to the quality of the original docuient. 92 SZ 47z CZ. Z2 t7 OZ 51. 91 Zt 91 GI tit Ct Z1 R 01, 6 '1117l11{�llil.l111! �;' Ilii�ltl�lLE�llll !Ili�liL.1:l�t1;,1 I � ,! i I I 11` I �I_� 1. 1 1 11, 111' ;1f 1' 1 1 II. 11; 10. ' 1!!0I 1 I11+ 1II 1 111)1 N_ EXISTING CONCRETE SLAB 5TION L A -4 SCALE: 1/4" ' 1' ^0N z' 55 r ._:r. . *x'. ^ r �a.', •.✓ r:, :� r J r .. .. .J <i� ♦_,.:' -La 43 =.�tr'. )r w. ..Q i %,..' r SETA.L 11 ;ri.1 W11111'111'111'111 'i111�1� 9 10 11 E OR 12• • G 9 5 , C 'd II wr O �11111�J 11��1111I! 111�I! 11! 111i�i11;! 1;; �i1111S1 !I�!111�!Iifllllifilllilil;� �"--- ` TRUSSES 4 JOISTS TO REMAIN EXPOSED RIf TAIL ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEAMS, WA. 98109 (206) 285-4300 OLYMPIC ASSOCIATES COMPANY OLYMPIC SPORTS SOUTHCEN TE TUKWILA, WA 4166 REGISTERED ARCH!: EC '1 HAR 4 1 bVASHi lCTON ESSIBIESIBEINSMINMEINIMMIENEVINEEM REFLECTED CEILING PLANS BLDG. SECTION ••rslwa7,i•}ilmlas110r0 6- 07-'94 DOOR SCHE1. & STAIR ENCLOSURE. REV. •• tl alat ro AlrallS f2SY ,12 YY- 1.M6wi.PYa4YY0. "'"" PEEL MIL ,S TMfi`IiJ\ a."'f�.'u.r......wn 1 .�" JIMESITCAT .®. �QQ�� r au3dswrloawv kit DATE FM= INEEMEMMISESMIINAIDENNEEENVESSIN CITY OF TUKWILA APPROVED JUN 9 l94 ' . ?UILDIN DIVISION RECEIVED CITY OF TUKWILA JUN 81994 PERMIT CENTER * O O P Y R I U H T* Tlf* mecums, IA eva no OWN BRIM MEW NJ m iii L R ilfg FIVIFIVY Of COMM iC at 0¢ tt h u DATE 17-44 SCALE t/tt >q1b -•A1 93070.01 DES= Fl 1E:001 I *JC P1f VA4i !!! i ra VC* FP EIVEIIVBEIIIARSMSNWAISSVIIRIIOVNNMVISEESIVSII 'FIAT twee % /0: /94 RAT 71'96 1.04 aw . r :. �x:.: c::: u' rirrr: w... �, r:J, nic:,. ._, ��F' ,:- t..:! ✓ir.,hi4°yra.�......_._ / STEEL LADDER BOLTED TO SHAFT WALL - !BLOCK FRAMING AS REQUIRED CONC. TOPPING 4 A8R'ASl'E NOPIN* TYP. —� SILL, SILL ANCHOR FRAME, DOOR 4 DOOR HARDWARE 13'T' OTHERS EXISTING CONCRETE SLAB 4 ELEVATOR PIT ELEVATOR EQUIPMENT BY OTHERS NOT ELEVATOR C45, MACHINERY 4 APPURTENANCES I;'T• OTHERS. ELEVATOf2 HOISTUTAY xn�E� om,r.n law SEE STRUCTURAL FOR MEZZ. FLOOR CONST. - G 8x{15 T4f DETAIL g LANDING - POUN SCALE: r.r-v atiTSIDE HA CR4':LS 'MALL EXTEND IQIL FOR I2' f?7M LAST RISER • TOP LANDit `AS 4 23" 4 1Z. 41 LAST RISER e t3OTTCx1 RISERS 23' 12xI0h STRINGER - -- -- — X — -- - -- __ x x 44NJR4IL DETAIL 10 — �C1.Yw�H \I��iL. rrYe �� x ■Ra w..+� ■res � ..� w ilww� SCALE: 1l" 14981 AGNMO.~71/4116MP-i METAL STUD OR CONCRETE MAX. TREAD RISE 1" TYP. MIN. TREAD RUN ll" TYP. 5t1AFT WALL - TYP. 5 / &" C.W.B. - TYP. F"iE WALLS 2" x 1/4" STL. ft? STRINGER 4" x I /4" EsENT STL. fP_ !BRACKET TOOP 4 BOTTOM s 6' -0" O.C. MAX.) - ----- (2) 5/F3 " x 3" LAG BOLTS (EXPAN BOLTS CONC. TYP.) 3 SIDEv> 311 , �- 3/4"0 STEEL RUNG e l'-0" Q.G. \--4" x 4" x 5/6" THK. PLYWOOD BLOCK EACH SUPPORT �--- METAL WALL F}ACKING (a" WIDE) 4 vOLID WOOED 13LK'G ONTO 3 5/a" METAL STUDS LEV4.TQRFJLLAPPKT4LL CONC. TOPPING 4 ABRASI v'E NOSING TYP. EXIST GONG. SLAB �"-- -- PIPE INSERT (TN\\ ST4IR pETAIL 6 S A SCALE: r . r.o 1 1/2 "9 STL. PiPE RAIL -�� MME 4 PAINT --,- 1 i/2" CONT. MTL. PIPE RAIL -• ADD AT STAIRS ---- WELDED WIRE ME5I.1 RIME 4 PAINT BOTTOM RAIL ---- _ --1 1 /4 "xl 1 /4" T.a. BALUSTERS SPACE 4 SECURE TO MEZZ. PER STRUCTURAL. LANDING ill/CONC. TOPPING -N CONC. SLAB PER STRUCTURAL ---- �3 1/3x3 1/2x1/4 CONT. s STAiR Ir3EAM PER STRUCTURAL_ -MC6xl2 MTL. FURRING - CONT. `- CONT. BENT MTL. FASCIA rThs� �AQ 1- i 1/2" STEEL PAN ATTACH BALUSTERS TO ANGLE IRON PER STRUCTURAL DI~TA1L5 �`r--- FUR OUT w/METAL STUDS AS REQ'D. WIDE FLANGE PER STT .lCTURA:L ~--- CONT. BENT MTL. SOFFIT 14ANP.E41.2,ETAIL SCALE: i v,• . r-m^ � STAI ET4IL m I � SANDING - l!� WALE: r . r.tir ----EXISTING CONC. !HALL - (2) LAYERS 5/8" TYPE 'X' G.W.B. EACH SIDE OF MTL. STUDS. FLUSH EXTERIOR FACE OF GLOB. w/EXT. FACE OF EXIST. CONC. WALL. WALL. (OWNER TO INSTALL STUDS, INSULATiC s (I) LAYER 5/5" TYPE "X" G.W.B. EACH SIDE 1 OLDING G.W.B. BACK. 5/8" FROM FINISH FACE OF CONC. EACH SIDE). STUD CAVITY w/BATT INSULATION. N T : TAPE ALL G.li).B. JOINTS 4 CAULK ALL JOINTS WHERE INFILL MEETS EXISTING CONC. WALL WITH AN APPROVED FIRE SAFNNG. EXiST. CONC. SLAir3 4 FOUNDATION. E)dSTING CONCRETE ealu: WLJNELL 8 114.8 NOTES: STAIR MANLFACTURER SHALL 1pENTiFY ALL PRIMARY4 S+ECIoND.ARY F=RAMING MEMBERS IN $HOP PRA-4143 SUBMITTAL. PRIME 4 PANT Ai..(. EXPOSED METAL STAIR FARTS HANDRAILS, STRINGERS, ETC. 1 1 i .ter' �+�. .i�.�:�Aiifl4lYf'�Jii d'�irttal' ��♦� � �; ... ,. t' %.r.�:.a ..' rj ^..J . _ - JrJ'PT��I�'�7Gi�+L'1��Y'��s i1ij'Iij1�i;llijf�ijlf Ijl�l;t !jl1. ;.I +1I,�ljf 0 t61HS INCH 1 / •'pt /3 4 6 / NOTE: 1f• the microfilmed document - is less clear than this notice, it is due to the quality of the original document. 4" i i /4" BALUSTER - CONCRETE TYP. - SEE STRICT. T01=1°4143 - TYP. FOR SPACING j 4-- I I/2". MTL, PiPE RAIL 1 CONT. '' MN IIIIII hi^ 12x10.6 STRINGER - TYP. 3x3 T.B. PORT ------ TYP. CONT. 4x4/10x10 I. ELC>ED WIRE SCREEN - TYP. A - 1 1/2"x18 GA. "TYPE P" METAL •\ BECK w /CC 1C. TOPPIN�x WWII- - 12x1Ob E3EYOND - MC ,x12 MIL. CROSS BRACING STAIR LANDING (42A TA NDING e.e� r . r-m^ uear.o� -LINE OF MEZZANINE ABOVE MC I2xkkh STRINGER TYP. EXTERIOR WALL - J \. -WELD TREADS TO STRINGERS - TYP. C 19 CUT 5TH 1 1/2" 1" - 4x2 T.S. TOP RAIL CONT. BE'T'WEEN POSTS 4x3 'Led_ RAIL CONT. BETWEEN POSTS - - 4x4 T.S. POST - SECURE TO MEZZ. PER STRUCTURAL SEE MEZZ. ELEVATION FOR POST LOCATION, 1.5x1.5 T.S. PICKETS w /4" MAX. SPACING BETWEEN PICKETS _ /TYP. ALL �\cc NZC:T. 4x3 TS. BOTTOM RAIL CONT. BETU.EEN POSTS 2" TOE GUAR'') —CONTINUOUS /I A �4©Q D TLAB w// 1 2" D..CA. 24" COUNTERSINK - CARPET OVER ANGLE -MTL. SOFFIT WRAF TO BEND 4 ANCHOR UNDER CONT. TOE GUARD ATTACH eALU$TERS TO ANGLE IRON PER STR,.1CTURA, DETAiL5 L. 3.5x3.5x1/4 PER STRUC T . DET. C -2M CONT. MTL. FURRING TO ANCHOR CONT. BENT MTL. SOFFIT a,R�A7E HANj?�AiL DETAIL SCALE: 1 N• . 1`-0' n a fl7/ � iIMw41.J�^000fI 7^'.. 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PER PUN SECTION H -2M SECTION J -2M 1 a 1, -D. CELT Of TI ED NANA MAY 11 •94 AS NOTED -1011:5- 1 1 11 11 .48 ;I ,r t:kII S833NI0N3 0 W N • 1 1 I�� JO• NO: 53044.003 ENOBKER: At 0MW11: LC. OAT[: 3 •17-116 *411 N0: S2M • 11 r • ELEV VIEW Jo :o" * ice• PLAN (b'1=o) ELEV VIEW _,STAIR PLAN (14 iv) 51 ® !Mt PLATE -PLAN V1EW 4r 1 a 4 o • 1' rtri]___ PARTIAL STAIp ELEV. (141=&) V f i1 #17X 1 ST. STL. TYP. almismara GENERAL NQTES 1, ALL CONNECTIONS TO STRUCTURE SHALL BE 304 SERIES STAINLESS STEEL. 2. ALL GLASS SHALL BE FULL TEMPERED CLEAR 3 FINISH SHALL 8E FACTORY APPLIED BAKED ENAMEL, WHITE, PER AAMA 603.8 SPECS. 48 • FLOOR LINE ©TOP RAIL/POST AT STAIRS —3431 ST. STL. SPIKE k -. B1oII5 GO!' BA &E PLAT - ELEW. PARTIAL_ MEZZ. ELEV I34'''p ) • tgorrbm FeU1sIo1+-ta+aMazalc./ • PILE COPY 1 m.LJU. d tlr! 11* Nrt On t wp awa a Sad M snrs and adl - _ and 'pima N pb Ss ad ale w MSS M E. ttplw a at ■ a 81001 amina mpg pf sad pwSWIM M -.1L lictstEM or. Frer FM t4' 01 16 Gm APPROVED JUL 8 . 1994 AS (FOP SIM) .: • fl H ly i jiri AL CO ALUMINUM/GLASS IC SPORTS NOt1ICE►1A1T1'Albs T MAKE NO1E0 O 1E1ECTED pW 'IC1E1E01181 REWE AND REdNMIT ..— CECRINC IS ONLY FOR ER 1 CONCEPT Of THE PROJECT AND GENERC�L WIN p E1 ID DOCUMENTS. SHOWN IS SUBJECT I0 THE REQUIREMENT! OF E PLANS �o�Ids SPECIFICATIONS. CONTRACTOR 13 RESPONSIBLE FOR. NSIONS arty a r1R�wA DIMEJ0$ S TE WHICH SCATWNBE CONFIRMED AND CORRELATED Al JUN 1 7 199♦ CONSTRUCTION COORDINATION OfOFEMIS MARK w THN ES aF OTHER TRADES AND THE SAT-- -- NT1111 OMTIR 11 IS ASSUMED THAT TNIS E4 THE MIIA�,ddyTp on TUKWILL. WA 1 7 049 60S3•T8 TOP RAIL 14-1W-01 • )(CLEAR TEMP. GL. 6063-T-5 ALUM POST GL, CHANNEL CAP 7/2 WHERE REO'D— *34 -36" BY CODE Y • 0 99 riINI FIN. - -al Pi- w ;1 tLT 1 1\ MC 10X B.4 BY G.C. l=1 si.CTIONAT MEZZ. • k- 1"e- -am TYP GLASS (F) ELEVATION AT MEZZ. 4t} . e 0115 !;..AF • STAIR TREAD ® POST SECTION MC 12X10.6 BY G.C. )4- 20,304 ST STL. MB TYP. • 91G' ALUM. FLAT PLATE 1kX8 NEP L SPACER 1. ® SECTIQN AT STAIRS .. . kW. fin ft • MTIRA JUN 17 1994 EMIS CITY OF 111K MA MPROVED 10 i v NO EXCEPTION TAKEN ✓ MAKE CORRECTIONS NOTED . REJECTED REVISE MW RESUIINT CHECKING IS am FOR�ER�C�ED ITEM CONCEPT Of THE PROJECT AND GENE M TH THE SHOWN IS SSUBJECT TO HE REQUIREMENTS 0V THE ►� A D SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED ANO CORRELATED AT TIE JOB SITE; FABRICATION PROCESSES AND TENN S Of PRIME IT TON: COORDINATION TN T O A U COAT HAS BEENCIECKEO OF AND NS Pr H 11 I 0 u i.• ▪ sir 2 fra N z P-2 i • • .I'• • Al STRANDER BLVD. EXISTING PARKING UTHCIF:NT1h, SITE PLAN SCALE. r . 6I' AREA OF TENANT IMPROVEMENT (NO CHANGE TO EXISTING BUILDING ENVELOPE! LEGAL DESCRIPTION GENERAL NOTES 1. CL a POLL COMPLY Wmm APPUCMILE COPES NID ORCNAFICES. 2. EACH 111RCONTMCTOR SHALL SE RE$PON$IIILF FOR NIY DAMAGE HE DOES TO ADJACENT WORK AND SHALL MAKE 0000 SUCH DAMAGE AT HS OWN EXPENSE. 3. 9U*CONIRACTOR SHALL %LAITY ALL FxLD OIAKN$ION$ FOR ITEMS FURNISHED AND INSTALLED RY MALT. 4. EACH SUBCONTRACTOR AT THE COMPLETION Of HIS WORK SHALL REMOVE ALL DEMOS RESULTANT FROM WS WORK. 5. CONTRACTOR TO CHECK MD YOMY ALL OR, ENSONS ON THE J00. 0. DRAMAS ME NOT TO E SCALED. NOTED DIMENSIONS ME PRECEDENCE OVER ANY SCAI O 0ICU0N. 7. ALL WIDOWS ME LOCOED BY ROM OPENING DOKN$ION, S. WNW 41 ROUOI OPENING DIMENSIONS FOR DOORS, WINDOWS, APRJNICES BMW FMNICATICOL 9. ALL MEAT TO IMAW AUTOMATIC FIRE SPRINKLER SYSTEM 111A7 MEETS THE RECMOEMS OF WPA 10. ALL IDES IN IMPS TO E CAIKJRD/SEALED, INCLUDING ALL ELECTRICAL, CESSED GO ON INTERCO NILS ME 10 E CAULKED/SENED OR HA FFOAMR 11. 5/S OWI TO IC TYPE 't IN ALL LOCATIONS. AT BATHROOMS REFER TO UK SEC. 4712. 12. ALL WORK TO CONFORM TO 1991 INNFOIN BUILDING CODES AND ALL *PUCMLE CODES. ORDIWACES, REGULATIONS, ETC. 13. ALL 014411013 ME TO FACE OF STUD FOR INTERIOR UNLESS OTHERWISE INDICATED ON DIMMING. 14. VERIFY ALL DNENMOS NO COMMONS PRIOR TO CONSTRUCTION. 15. ALL LECIWOCM. PUMEN0, HWLC t KTRRATON), ELECTRICAL SYSTEMS MD FIRE SPRNMJas 70 OESONED SY BODO. Ole SHOP DROWN TO OWNER NO LOCAL MUNICPMITY FOR *PROWL PRIOR TO CONSTRUCTION. SEC NI CAL AND ELECTMCA. MOS & FIRE WOMEN SY51dS TO IE ODDER DESIGN AND PERMITTED NOEPDIODIRY OF MALDIIG PERMIT. IS. SEANCE WATER OR FIE SPRINKLE, PIPES IN UNHEATED SPCES TO OE INSULATED. 17. ALL Mill TO RE KITED TO DONOR. 10. PROM( FIE NA DRAFT STOPS AT CONCEALED SPACES PER UK SEC. 2510Q). 15. CONTRACTORS 70 VERIFY 014111110145 NO COMMONS SHOOT ON THE OMNIIOS NO SNAIL E IEWMOB E FOR TIC JOINING Of HIS WORK TO THE WORK OF 01110 TRADES. DISCREPANCIES ON DSOS CO IN SPECIFICATIONS, IF MAY, SINLL BE BROOM TO TIC ATTENTION CF THE MCOTECT NMEDMELY UPON DISCOWERY. 20. REPETIINE FEATURES NOT NOTED ON THE ORAMNOS SMALL ME COMPLETELY PROMO 4 F DRAWN IN FULL. 21. EACH °IMPACTOR OWL VERIFY ALL RROUGH-IN DIMENSIONS FOR EOUPMEM FURNISHED MD ISTMLID sr MMS[LF OR O11CRS. 22. ALL DIMENSIONS DETEIWNIIED SY EQUIPMENT OR CAIIERTY ME To E CHECKED MD VERIFIED. 23. ALL DOORS NOT LOCATED tr OIENSMON OR PINTS OR DUALS SWILL BE 4" FROM FACE OF STUD TO EDGE OF DOOR OPENING OR CENTERED BETWEEN ROOM PMTITONS AS SHOWN. 24. ALL WOOD PLATES IN CONTACT MTH CONCRETE SMALL BE TREATED. 25. FINISH FLOOR LINE REFERS TO TOP OF SUM OR PLTW000 SUBFLOOR. 26. ROOFING 10 BE OF CUBS 'r ROOM MATER& THAT PORTION OP T14 621TIEAST IN OF 'MO NORNIAST U4 AO THE NORTHEAST 1/4 CP THE SOUT►EAST 114 OF SECTION 26, tWNNAP 23 NORTH, RANGE 4 EMT W'M, DEMMNED M POLLWN, NGNNI NG AT A PONT >• PEET &NTH Q TIE NORTHWEST COMER OF TIE SARIIAST V4 0P THE NORflEMT V4 OP SAID SECTION 26. NIECE SARI N DIGS • MNUTN 33 SECONDS EAST ALONE NE SOUTH MAW W CP STRINGER EALIVARD A DISTANCE OP I IPM PEST TO THE THE PONT OP EEGINNG. HENCE CONTAINS SOUTH N COMM IS MINUTES M SECONDS EAST ALONG SAID 6011TH MANN OF ST*MDER SALEVAID A DISTANCE 0P 16.6) PEST TO THE NORfltS$T CORER OP LOT I OF HOOVER INDUSTRIAL PARK NO. 3, M PER PLAT RECORDED N VOLU'E 111 OF PLATS, PAM* 6 AVM, RECORDS OP on COMM WINCE SARK 14 DEGREES SI MUM 3T* SECONDS EMT ALCM T14 WEST LIE 0P SAID LOT I, A MAPCO OP SW PEET' THENCE ALONG A CURVE TO TEE LEFT ALONG SAID SGT LIE OP LOT I, TMIOUGN A CENTRAL ANGLE 0P N DICING N MIRES A SECONDS AN ARC DISTANCE OF 4ABSO FIT TO A POUR ON THE NORTH LINE OF LOT 4 OF ANDOVER NDWTNALL PARK NO. I, M PER PLAT RECORD N VOLUME s OP PLATS, PAGES 22 AFD 23 RECORDS OP 0* COMM THENCE NORMS* DEGREES 211 PNSRES 61 SEC•DS MIST ALONG THE NORTH LINE OP LOT 4 A DISTANCE OF NW PMT, THENCE ALCM A CUM TO THE Low ALONG NI NORTH MO REST LNE OP SAID LOT 4 flSIdISM A MT N& SOLE OF IM DECKS 46 PARES 41 MGM AN ARC DISTANCE CP 51130 PEET. 'MINCE SCUMS DES 41 MINIS NS SECONDS BAIT ALONG THE ANT LIE OP SAID LOTS 4 AND I N SAD PLAT A DISTANCE OF WS Sr THENCE ALOIS A CUM TO M RIGHT WIN A RADIUS LOP SAM FIT 11IOIIGH A CNSTIML ANGLE on D0 O N MINIM 21 NooObr AN a DISTANCE OP MAP FEET TO RE IAN MARIN OP ANDOVER PAYEE ST. NINON NORTH N DEEM 41 PNWTN s SECONDS EMT ALCM MD IAN MARION A ONTAICE Q MR PMT. flEN011 NORM N Da N MAN M SEOOPOS EMT ALOES Mb WT Pita A ONtAI0U CP SU Its MINN ram N t NE NINA! IP NEMO WT A AN4NNN Nl MI * MIWUI M IIOAOb WTA OP Olt 9O *ON PEW IN S NOT A OP THENCE NORTH 16 DIARIES 23 MIRES 24 SECONDS EAST A DISTANCE CP NN W. MINCE NORTH 26 DEGREES I6 MNUTE6 64 SECONDS EMT A DISTANCE OF KM FAIT, MINCE NORM VA DEGREES S6 MIRES 21 SEcoDS EMT A DISTMCE OP 41.43 PEST. ONCE NORTH 36 mow 31 MINIM N SECONDS EMT A DISTANCE OP N» FEET. THENCE CE NORM n DESIRES N MINUTES >s SECONDS EMT A DISTANCE CP inn PENT, THRICE NORM 34 DEGREES 41 MI NATO 36 UCODS EAST A DISTACE OP 3M411 FEET. THENCE NORM n DEGREES 31 MIRES 3d SECONDS EMT A DIVORCE OP WHIN FEET. ONCE NORTH 21 DEGREES M MUMS 36 SECONDS EMT A DISTANCE OF MAO PIT, THENCE NORTH M DEGRMIS 26 MIRES * SECONDS LINT A DISTANCE GP NM BEET TO NI TIDE PONT OP /EO1INNG, EXCEPT THAT PORTION THEREOF LYING SOUTH OP 114 POLLOBONG DESg1E4E0 LIE, NON** AT THE SOUTWNES1 CORER OP SAID IOUfl*Mt 1/4 OF THE NORTHEAST V4. THENCE NORM «DEGREES OD MINIMS M SECONDS EMT ALONG THE NS? LI! TIEREOP, SOW TEST. n ENa scum n osar * MIRE611 SECOOS EMT MOO PIT TO TIE E1Mt ROAD PUSbN AND THE MU PCIT OF E EGINp OP MEREN DESCREND LIE. THENCE OONTISNG ROOM N oMGRr6 r MIRES 11 MOOS EANt,3161NFEETTO NI ST SDUNINAL PARK CA M PERT PLAT RECORDED I AVM MOP PLAT* PAGES 299 ATO 23, MCCa OP KNG GOINTY. AD THE EMT.Y MUMS OP HEREN 01110111110 LIS MPG RIOEI A• NMI TM LOT% ACCOIOBM TO COY CP 1YOIE.A MVOS is AOAISIP'Et1T No. •-N•tLA RIOOPDN UDR MSS NO. •EflMfl MARI 11114 CRY GP 1UMCarr LA COY OP Ma STATE CP D 1 NIIDIRINASOPI, MI TO NOM MOW CON ar NM OM P NOT SINN AMID MCI ND SCHEDULE OF DRAWINGS A2 A3 A4 A5 TITLE SHEET - SITE PLAN, GENERAL NOTES, CODE INFORMATION MAIN FLOOR PIM MEZZANINE FLOOR PLAN REFLECTED CEIUNG PLAN, SECTION DETAILS SIM 2nd LEVEL FRAMING PLAN, DETAILS S2M STRUCTURAL DETAILS NHL THE WORK DESCMED HON MVO ONLY TO THE TDIANT IPROWMENTS OF THE POEMS MALDIc * OLYMPIC ASSOCIATES COMPANY 000 NOT WMRNT THE PERFOdMNICE OF THE EXISTING STRUCTURE AS A WINCH MONT NOT COMPLY WTTH CURRENT COOS FOR STRUCTURE OR SDENIO OESMON. CODE ANALYSIS ZONE: C -2 OCCUPANCY GROUP: 8 -2 ACTUAL AREA AWN FLOOR: SECOND LEVEL.• TOTAL: CONSTRUCTION TYPE: II -N 28,800 SF 10,800 SF 39,600 SF AREA SEPARATION WALLS - THE DEMISING WALLS BETWEEN TENANTS WILL BE 2HR WALLS WITH A MINIMUM 30 PARAPET ABOVE THE ROOF. ALLOWABLE AREA: BASE: MULTI -STORY INCREASE: TOTAL: 12,000 SF 12,000 SF 24,000 SF SPRINKLER INCREASE - DOUBLE: 24,000 SF TOTAL: 46,000 SF THEREFORE THE ACTUAL AREA OF 39,600 SF IS LESS THAN 48,000 SF ALLOWED - O.K. ELEVATOR SHAFTS: 1 HR PER SECTION 17 TABLE 17 -A STAIRS: SHAFT ENCLOSURE NOT REQUIRED PER SECTION 3309(o). EXCEPTION 1 PARKING: N/A (NO CHANGE TO EXISTING.) TAX I.D. NUMBER: 262304 -9001, 262304 -9119 SCOPE OF WORK TO CONSTRICT MUM I0001000S INCLUDING CCIflCION CF A OM 01* M WBIMS IWDNN NIL. IEMWMO/ 6 ELECTRIC /I. WORN SAL K POMCA0 11100 SlPAM POUT. MY OF ?MAMA MFE ED MAY I I * Nom MIN11 701 OD1a fl K KAfltLNSfl >10•4100 MIS OLYMPIC ASSOCIATES COMPANY OLYMP SPORTS EIOUTHCENTIS TUKWILA, WA $00 ANOOVI.11 m ENLARGED REBTROOP1 PLAN NCAL111 W'•1' -I' 46"141414 CONTINUOUS FAP. ILIAINOCOAT 1/4 A • • •" COVE DAM - TYP. I la" CLEAR SPACE MOW GRAMM I WALL \ r g- E B FLUSH VALVE TO COMPLY M/SECt1061 31060011.11.14C111-20 " C (MEN'S SIM. 4 OPPOSITE) ELEVATIONS WI i* • 1'-I' 1 1 FLOOR TYP. itilsaagellentheitelaaiki rears NO al 0 N' -I" y1' -I" 31' -I" MP -1" 34'-x" j' -It 1' -1' , 1' -1' 1' -I" ,. 1'-I' �, war 1 1 COILING SECURITY GRILLE A0O4 I 1, R nR RIA I11PARAnw aL♦ ire nn MACE MO ni APJACII* .PACs MI IMMO MW M AN 420nws16 MN Till 0.006 To ♦ PONT IN P1N AEO4 ni Wig a MI all ISO 00I01620W 10 MI E10UE01151AU S a tit SALONS MAP* 14 04111144010 OPM/W N ?411 ARIA E/PARATION OKLA 10441.1. IN NNLLPo PER coMAIL 0 MOT Al ?Omani/ A COMM SAI10n001 —� FoaLtstescysoN AppeoMK � \ ANp G.po. 1s S11bftTTb cope t.T1OM ant SVTbUAL of I1pt Wo014. • 1 24' -0" • 12' -0" VERITY CANTER - TYP. e �• W' Lis TYP. MAIL TYP. 1 1 LID OVER LAYAWAY PITTING ROCMS TO SE 3'o" PLYWOOD ON 54" TYPE 'x' GIDD. a4 6" 20 04. PETAL STUDS AT *" OC. w sn" TYPE 'x' GAPS AtTACIND TO UNDERSIDE OP METAL STUDS = -=s -= w - - - s ALL 1CACK M0R.A16EE I3' -3 3/1" /6' -I I/4" • /' -0" NEWT /COWER • tyP. 4b• 1 1 =a- 3111 I/4" m 16' -1 We N 3' J 1/4" 0 NI -LO' ACGESSOLE DRINKING FOLNTAIN t-0 a sue- �.. -■ ■ -- -- -- -e -- - Y 1 1 2' 0 /1 "er1'- 14' -1" PLEX•ETRIP CURTAN 5' -13/41 41-10 I/4" MOO A 29221 i b S'-3 1Q' 14' -0" SEPARATE II�IT Are 'REQUPROVIREO 1 Pt f- OWL 440 MK PAIN OP NOME TO MI Gin AND MUM POEM cA lio POIE TOR OPT CLEAR 11' -11 1/2" / 1•1-o' 30 %0' 30' -I' 31' -1• t!W MD MILL CP WIT. WC VANS ci 14 a 0 I I 5 MOMS Marl WALL SI MD WW. CNI M w MTM NNPAAMION WILL OLYMPIC ASSOCIATES COMPANY OLYMPIC SPORTS SOUTHCENTER TUKWILA, WA 11 JUN FLOOR PLAN 4 11-07- 44 11 -11-0 AOIA/ LAZE ILE. --- •.Arr 11►—Al N1EL A an a nLR11A JUN $ IN Palw ,1_ • , �N. t •1 7,» r. • i�. • t S • , h' /--NICITIC sip (AO FOR eigNi r I /!.) YCLU dGN slt tF. OIC004 4./44 CRACKETOI A' (=/K) 4411110l.ro OvIR MOW Stan Aran for evacuadon assistance Required: 1. A telephone with controlled Scow to a public telephone system err mother method of two way communication shall be provided between each area fbr evacuation assistance and the primary entrance. The maximum high aide reach shall not be higher than 54- inches. The communication system shall not require voice commuNcatlon. 2. Area fOr evacuation assistance shall be Identified by a sign which states: ARIA FOR EVACUATION ASSISTANCE and the intensional symbol of access. The sign shall be illuminated when exh sign Illumination is nqulnd. In area fior evacuation assistance, instructions on dm use of the area under emerygency conditions shall be posted adjoining the two -way communication system. For Oertar Avesltw 47ni; I' Nanuee. WA 1WMM Phone. OM) 311.4300 rare (300) 311-4377 17'-1 14" TRANRM1TTAI. R11RAAr1 ore M ;n OFFICE --1 r- --i „ WNW ROOOK An .Ica .VACW7IO 251DRAIL IIIIWT AT TOP LANDING TO ale 4a• WOK GUARDRAIL 4 N•NDRAILS POR LSCN6a STA11M uNICN APS 7M GOON ROOM ON STAMP PLOW WALL N PROTICTID BY • 6UAIGDMAIL IOW ICaXONTAL •TI1r7DIATI MAILS POSITlp1.D SO A WWII Q 4• M DIAPST.IM CANNOT PAN 41411001/H. PMOVID, R7tl/O. SLUM, POO Tt7P LANDNtl IL SUPPOaT - V.IMM'Y WT14 STMJCMPLAL {Nall r: CI4ALEY DISPLAY, TYP 4 A A A IMMO r 13' -3 3h" •' -I 4" I -Wt C.R. ttQni ALL MOO *4'u. MOO aRlutaR TIWI r.. • 15 1 3t• -C' 30' -0" Meer UPPER 1 CVRP1 pl Al rat wer•e 1* I11e WILL CP MOST. CAC. MILL Ddrle C010,1E was me IWLL ONE CM n MPAw4flo11 N LLL 6 •' -O" IXIST. 0P11441N6 M DICK CL /AM • POI 4 ANIST. GUARDRAIL 2 1 Mass its ewwcuspon Wi • 1eeGxxewiD- Mai. g' ? . 9 t. rA �.tralcllsp �1M1�M1 gnu pug ,1 Si raw p NMI I • M1 AA1SA1a m. F• .. DOOM •Ow OuLU DOOM TnEE WOOD WANKS NIB a= Arkinal 111 MD MIS K:'I it" at' -.- n.t:' t � [Y pair r'.:!!Lfla ' ' -- Nt:'L': MI MIJr;kir r.J AJSt'.'::. AINt:r :' _ t_ t a iA :'' Frri Ir;1.1Qr ➢111111r:: MON Fr ;ME :ff17.11111111P22-...:11111 SS fa: k: MI tMIt ,:lir1•11 MEM •1111117:117111111 ■r>��a:.r: ::aa r-: >t•�� Eta !]CAMC' WWI t'!':' -t sirs IIMI � 'LIAL" r1♦ t xr = 51 .r-nal:>■ IF irr flier 714111111CalIll N 1, N 31 33 23 14 30 16 1, 1• WOOD WOOD ON. Tr rTP Wit 1112. Tarn a'.rx1'•rxl 3/4" tem. 101- 01x16' -0" METAL tin ALL DOOM TO 1111 IGUIPED WITH LflN HANDLE. ALL RATED DOOM TO WA%t *ATP* vWRPICATION LABEL ON DOOR AND PRAM, SMOKE GMKETN• 4 CLOWE * DOOR TWSNSMOLD• TO OE IR• MAX. 141014 USN M• •a• Pa• Pa • Pa • _7 r)• ~la Pa• Pa • Pa• Pa• PS P) b •. 0 UPPER PLOOR PLAN REFLECTED CEILING PLAN SCALE/ IN" • re LEGEND ELEVATOR NOTES CAD SIZE • SHOT DII"ENNONe TO DE VERIFIED w/EXISTING DPIEN6IONS PI • In • P3 • P4 111 LAMP x 4' IS WATT R.UOIIS•Ct 4T 400 WATT Pint 104.1111 11110 WATT MOM NALCO IIpCC U&4TT ICANCSKONT LIGHT ION 'Y PATH OF 1111.1113INCY MOWN' PROVIDE 24 HOUR OPORR NCY EON WONTING • EXIT NONAM PER USG. NC. aala al AM. 13614-0115 tam msemsocol CRILINCS TO K HS' TYPE 'x' vINYL COATED GAM .$ECURED To TMI$ I1e/4R SYSTEM. l Streit 0 • 0 woo • C. MR alr -vac. [L1_ _LIL' /L Z 1 tit r' SC •R as III SUSPENDED CEILING SEISMIC DETAILS SCALD NO SCALE EXISTING SWELL elncTURE /EXISTING RIGID ROOF INSULATION PERIM. PURRING 4 INSULATION 157 BUILDING MAIM PERM. G.WD. BY TENANT. TAPE 4 PAINT TYP. CONCRETE SLAB ON 'K" JOISTS - SEE STRUCTURAL DM TYPE 'x' vwL COAXED aYla. MAW LID TYR. M RESTROO S, OTHER LOCATIONS TO MANE MNPENDED AC.T. fl:; FY LOCATION• C va0U6 CEILMG TYPES/ O/•' TYPE 'x' GAWB. EACH MR OP MIL. STUDS TYP. TsJ -OUT SUL Ncun ALL INTERIOR PARTITION •MMIPPORTED LENGTH •RATER THAN w41 TO •TRUCTURE /ROOF UPPER LENL/ )"LAIN FLOOR REFLECTED CEILING PLAN WALE I/I6" • 11-0' tin SEE MAN 4 UPPER FLOOR PLANS SHEETS Al 4 A3 FOR DIMENSIONED WALL LOCATIONS NETAIL RAVING CONCRETE SLAB SECTION A -q ISCAL.E+ V4' • r-r TILISeE6 4 JOISTS TO REMAIN EXPOSED REAL -(71 OLYMPIC ASSOCIATES COMPANY OLYMPIC SPORTS SOUTHCENTER TUKWILA, WA REFLECTED CEILING PLANS BLDG. SECTION 4-07-94 man saw "... ..sr r ---rte. amt. Spat anaA JUN S X11 Pan S<f IM • STEEL LADDER BOLTED To INAPT WALL - BLOCK FRAMING AS 0111OUIRIED TILL, SILL ANCHOR FRAME, DOOR • DOOR HARDWARE BY OTHERS EXISTING CONCRETE SLAB 1 ELEVATOR PMT ELEVATOR EQUIPMENT E1'r OTHERS IL EEL% ATOR CAB, MACHINERY • APPURTENANCES BY OTHERS. EiV:re NOISTWAT ictil?1.1%13 8?AIR DETAIL • ' DOUAN HANDRAIL DETAIL • 1161§Aw 1/IS" > SA6" V Sir 0111. • TYP. POW. WALLS x 1/4" STL. R STRINGER 4" x I/4" BENT STL. E . RACKET (1 TOOP 1 B OTTOM • '••" OA;. MAX.) (7) SIN"• x 1" LAG DOLTS (IXPAN BOLTS • CONC. TYrJ 1 SIDES> 3/4 4 STEEL RUNG • I'•O" O.C. 1 4' x 4" x 114" TM ( PLYWOOD E LOCK • EACH SUPPORT METAL WALL BACKING (a" MOW • SOLID WOOD ELK'S ONTO 3 SW METAL STUDS WW1, PIT LADDER DETAIL PIPE INSERT STAIR DETAIL • SLAB SCAM r•NEI X x i 1 1/Q "• bTL. PIPE RAIL PRIME •PAST 1 IQ •• COAT. MTL. PIPE RAIL - ADD AT STAIRS WELDED WIRE MESH RIME • PAINT NI' BOTTOM RAIL I I /4 "xI 1/4' TA. BALUSTERS SPACE • SECURE TO MEZZ PER STRUCTURAL. ATTACH BALUSTERS TO ANGLE IRON PER STRUCTURAL DETAILS FUR OUT to/METAL STUDS AS REGD. MOE FLANGE PER 6T*4UCTURAL CONT. GENT MTL. SOFFIT 3d4K TA. MEYOND STAIR DETAIL • itNDINCs - UP r.nr r • r•IP' EXISTING CONC. WALL MI. V° (2) LAYERS b/S" TYTE 'X' GRID. EACH SIDE OF MTL. STUDS. FLUSH EXTERIOR FACE OF GLIB. wiEXT. FACE OF EXIST. CONC. WALL. WALL. (OWNER TO INSTALL STUDS, INSULATION • (1) LAYER b/a' TYPE "X' G.WD. EACH SIDE HOLDING GAS. BACK StS" FROM FINISH FACE OF CONC. !ACM SIDE). FILL STUD CAVITY wi8ATT INSULATION. TL TAPE ALL GLAD. JOINTS • CAULK ALL JOINTS WIPE (PILL MEETS EXISTING CONC. WALL WITH AN APPROVED FIRE 6AFING. EXIST. CONC. SLAB • POIIDATION. EXISTING CONCRETE WALL I1ILL SULU r • 1'•1' MEM STAIR MM•IAGT•111R SMALL OI IVr ALL PJM IAR►• SECCINPAIY MINIM MOM 14 SHOP DIIMIJO IlurnirTTAL PIII'E • PAST ALL EIPOSID MSTAL STAR PARTS MAMMAWA. MGM, IRG. 1 IAN aANMIER CONCIIIM T TIT. 4 1 AS'• PflL MPS RAIL COW ■ ■ ■11■ ammIlm ■■■■■■ MUM ■ ■ ■ ■ ■■ ■ ■ ■ ■■■ ■ ■ ■ ■ ■■ 141,111WwW-lswor. I CRAB MC IMIa4 •TNMO/R -TIT. 4TA POST COW. /x14/1•1111MLO1P WM SIM • TYP ' MRIL TOFP'IN6 • tIMU Iwo GA Imes DIOK "mac MC INN. WOO MC •xe MfL. C110SS M4GINS irP"'"G I I/2" 4,-m" 1 1/2" 4 Edfdlisam MC I7xl04 STRINGER TYP. EXTERIOR WALL 4,-0" 1 1/2" till I IlarE1148‘19 tET)OrtICUT - STAIR �'2 L 3Ax3Jix1/4 PER bTRUCT. BET. C-7M I" 4x7 TA. TOP RAIL CONT. BETWEEN POSTS 40 T. RAIL CONT. BETWEEN POSTS 4x4 TA. POST - SECURE TO MEZZ PER STRUCTURAL SEE MEZZ ELEVATION FOR POST LOCATIONS IAxLA TA. 'IOWA 0/4" MAX. SPACING DETIIEIN PICKETS CONT. MTL PURRING TO ANCHOR MONT MR. SOFFIT HANDRAIL cErq�, < TYP. ALL CONNECT. 40 TA. BOTTOM RAIL CONT. BETWEEN •06TS 2" TOE GUARp IL Cr 0 CO NTE•o NC c. OAR E MTL. &MT WRAP TO r • ANCHOR UNDER CONT. TOE 01)AI ATTACH BALUSTERS TO ANGLE IRON PER STRUCTURAL DETAILS VERT. MTL. STUDS SECURED TO IIMOE FLANGE AT M" O.C. YID1 FLANGE PER STRUCTURAL I1 jRL. SOVPIT TO TAMP mow RAM w�vM��R 701 001M NIL K wan va 11101 ('On 1114300 OLYMPIC ASSOCIATES COMPANY OLYMPIC SPORTS SOUTHCENTER TUKWILA, WA CITY Of TIAANIIA APPROVED MAT r 1 ISM _Agoras_ APR 2y Mr ODOM DETAILS • C P Y It gas AlSSIrA1 .. III••• - _ AMOS , . •. _ . r %•' cP Ats 1G�MM�w ® 11140 * IAIA KS Fors plotnAL >Lsattni91.1 - Gy tll t/Sei itao - Wow Not Otocin v • vars+L D • Vll•IiI. 0 'h' m 11191AV Pop ®9114.4 Ixi wee ion LNr or car 1 k$'t. e•4s»tM. 1Yr Pol'c?1aL PL. - - 61.44ls1• ar4La: h" • I' -a� We eLE te0.1 - VA1 i oKi PALI-00115 Kor int CIA m IN ern 1.444/1g4- .44 & t:V In! el, 7'i r sots (5" MN. arena L6'r4Xt A4 Pte. (G) caIG Llo u Lac, Weal 5Cz-toN 'e PL KI .e-- A -a; MALL To Go1Jc, LJ LL xa�a: I" • I' - - USG s =Ifb a+(UK iJI1C! koirvrift4 tga WN. M Irfeac+►J4 FgftJn+t.kb e*;ttL� tIG[4 riairts Nw.r 1a. vomit' - M) �� ril .i klDecr et T 'for AEI' ANvb) kfM'! HrgP1. Ki4oI.t fuer t*) wt. LlaLL rlo�l f&G'notl La, Sxierikle., 10.14.1, xaLC: I' - a) ut Irs fl $ IDS — - es404 Art 1KMps are's) a (A letSa VZO 410 4:41030LI ;Ws( • 40 rill Mit ttr PA G. lU.s/coUril.r. 4" x to ms iuss pirm SPNE. or its vemit � arral4 t- c9 r1. a t„ ' 1 ail /e m (a) s k$ r.1* SM&4 Irsei 461. cr .111.61 0 At EIDDRMGKEI. WM. xsaiv: pie •r -a" ct) MALL MINI L slut74 rod • - okitle - ai•jT.p_d sates' ftic sent ILVp 4 Ron • K..: i- S“Ler NAY 1 1 fill wires NNI 191f14 _xa an 1 4- NM ►� y �/IL leet.Svero AI D' ar44 4 tre - ,Sot' c disfor ,I ITris 'Xi -„qty _._ . _ 4 -0' :twrs mu" ',rotrot,! Cs _fin Ix� UIr F.- irk -h44- a taa ktr-t aViitittetwa MCZZbu 11Ns SievAILDNI • r t,t. rb , ' No" go r-- 1 1 f• • • t• • • to • IN 1 ■ ■ we • 1 •1 •1 so • ® .w eV • •■ • •11 E-L -atnM - CAIN KJ t7145ft Q`r Ayala ' . t' -oi 139.-1- 01(5 nom ewe No . —a .-_ .-- me ••— . A — �•MOme F-LEVADG 1i - CANN i r\IIIPPr N 101 t - -`: G'1Vo L,5VA7''a.l max: • -/x& roaKiNie ares.ynt-irvi test tacirms1 art rte' t. 0L`Y ASSOCIAT ' C 0 M,P :1�1Y 4 om. oLY S SOUTHCEN TUKWILA, W .; F10011 YORM -DECK SLAP w/ IN$ MIA •W W.M. CTR. Of KW KW (SEE W. GENERAL NeMEI fOR DECK A ACHIIENT ntm 44' L-_l- mg • E -2M b� TvP. • MCI . 21,4 1 ?' • ENT. rLR, COL, STAR PER ARCH MC12 . 31 S W12 w 26 J -4 LEV. OPENING SEE ARCH. DOGS. OR DIMENSIONS) �I 416 CONT. A ht ��51 2.5VS1 • 3•- 0'0 /• MAX • t 0 0 • W24 . 131 0t tie a 11 X W24 . 131 260A. (1 ) MIN. GALV. FLOOR F M -DECK SLAB w/ 6 . 6 W14 1W1.4 W.W.M. • CTR. Of SIAS. (SEE GENERAL NOTE FOR DECK ATTACHMENT TO FRAMING.) L6 . 4 . , COAT. LEDGER W24 • 131 A 1 S/ • 2 -/6 12' 0' J -2M 4 -/6 CONT. D to a Q,0 al k Q9 W24 . 131 K -2M -Pt 0 -2M 1 -2M D -2M SIG. 0 -2M SIAM OPENING SEE ARCM DUGS. OR DIMENSKXHS) 30' -0' 1r Y 30' -0. COL. k F7G. 1' -c ■ 1' -6" DMMONO BLOCKOUT • COLS. TIP. t;' SRC. R • ALL FIR. COLS. w/ 4- i-r A. BOLTS OR 16L11 KW K •0LT R (EMBED r) T.S. COL. PER PLAN .STET. t • ALL EXIST. COLS SUPPORTING FLOOR BEAMS FILL VOID w/ CONC. EXIST. SLAB jraribtralla • 00. �se V// / I' f Ie Ie Via EXISTHNG FOOTINGS SECTION A- 1 M t' -O' 30' -D' 100' -0' A -2M 30' -Or MEZZANINE FRAMING PLAN 11) MASHED FLOOR (TOP OF 2) COLUMNS INDK'ATED 0 TO THE ROOF. COLUMNS IND$CATED • 15q4 -0115 +" . I' -Or CONCRETE) • 14' -6' ABOVE MAIN FLOOR. ARE CONTINUOUS IN ONE PIECE FROM FOUNDATION SUPPORT ONLY THE MEZZANINE LEVEL. 30 -0. 30' -0" C.I.P. CLR. CONT. EL. OR ELEV. E.N.W. OR ENS E.F. E.W. r.o.c. F.O.W. FTC. H. OR HORIZ. I.C.0.0. I.F. N.T.S. o.r. TOM CAST IN PLACE CLEAR CONTINUOUS ELEVATION ENGINEERS NORTHWEST EACH tact EACH WAY FACE OF CONCRETE FACE Or WALL ROOTING HOR I ZONTAL INTERNATIONAL CONFERENCE OF BUILDING OrrIcIALs INSIDE FACE RAT TO SCALE OUTSIDE FACE °,p ///SO66D roK CaNro11MMICC MnrN Mt 0 NON-STRUCTURAL o q COr' 0 WAC 6tiOSAANER. RIOULATL u- O'][ 7N[•ITATI0Hy0 6 41st � QUI ^,::n , ". , °OYWN6N0 AUTNORIW, 6N' M 4. N- DS oa S • 11 •9a. 'r 0.7.0. WT TO OUT REIN,. REINFORCING R.O. ROUGH OPENING SW SNEARWALI SUM. SIMILAR STAR. SYMMETRICAL T. TOP T.o.r. TOR Or FOOTING TYP. TYPICAL AT ALL SIMILAR PLACES U.N.O. UNLESS NOTED OtIERW I BE V. OR vKRT. VERTICAL V.I.F. VERTICAL INSIDE FACE v.0.r. VERTICAL OUTSIDE FACE W.A.0.0. • 1111O11tNOTON ASSOC Or BUILDING OFFICIALS 1�� �a �p ►p ( 1� �p Ep p�� 111°LbaniA f1itDIIMC cDp[ -- INT f011 .11iSTMT LATEST EDITION WIND 0 M/N EXPOSURES C V • TIC W/RW • 0.3• .112.75 we • 0.1376W f rIESIGNED W TH AN ALL I SOILS RE Pp�T I0171- •Y IN N01 DINC. TN[ SITE sNALL MEC ALL FOOTINGS AND SL SOILS OR ON ��C(O(M'AC ED $TRUCTIRAI.�.��FFsI`l [ SOi SHALLIIC pZ(CTERMIC t SY[AITM 0 1%67,LNALd1 R71 FINAL GRADE. Kg ARCH. AND SOILS R[P0NT FOR SLAB BEAR NO CAP 30, 11602 PREPARED pRp�NNOI ER PORT. ALL SIIUCTIRAL 11A11,IVAND NOM ON ' TT NDED 10' 'MENN w DESIGNAILCT ALI�UI�E(D. MI•XSINGNANND PLAcINOT1&' ALL ICT C SCL C1 PROPORTIONING Of STRENGTH AGAGGREGATE TO CEMENTISHALLCBE fI1011WAS TO IPRODIIOLOC A DENSE wO KA04E MIX WITH 4 MAXIMUM SWAP SIKH CAN K PLACED WITHOUT SEGREGATION OR EXCESS TREE MASFACE WATER. FOR ADMIXTURES SEE SPECIFICATIONS. 3/4° CIMKER ALL EXPOSED EDGES uINk,ESS INDICATED OT(.._IS[ ON ARCHITECcTURAL DpRRAAWW NGS. WATER WRING !HALL sr 'Inc. AIR ENTRAIN ALL CONCRETE Mom TO NEATHIE<(0 WITH 3R TO B AIR SY VOLUME. LIMIT [ATSULFATE [ EXCEEDS 0TG0 K�NNT SRMADOO ,c OMERRT0 CONCRETE�Aft$11711 Ir ALLOW IW ADDITI GOOKASM0fly or Is IIXEDIRAM E' IIWA ER NEDUCINOMAGENTMOR AE1IX[DTNIDII'IT Gi ALLOW TISE AOOITION Or I FIXED SUER- PLASTIZER AT THE SITE. p rep. SHALL (%-•SI�SO,000 ppQ6_O AP gCCONTINNRU1OUSS REIN, PaIZONTBALTEIRIN, mi. DETAIL sTc STANDARD PRACTICE Or DETAILING REIN, FABRIC (WS) TO CONFORM WITH AITM AISLE STANDARD Aci HDOKs. COVER TO MAIN REINFORCEMENT TO K: BOTTOM Or FOOTINGS DEFORM pER GARB so DAR DIAAIy4�UURf, T'� MINIMUM So -7g IIICAAML BFI MIOVIO[d roof ALL 0 CONCRETE STRUCTTURCS•. WELDED WIRE mcpwropcm HOOKS TO COMPLY WITH IN AC WI H 'ACI MANUAL Or FORMED SIRFACES..GEATIER • EARTH FACE 1 -1/2 INCCHES ..INTERIOR FACE 3/4 INCHES ALL SORE IN ACCOIKARE W1 TN 'AISC SPECIFICATION FOR THE DESIGN FABRICATION AND ERECTION OF STORM URAL STEEL FOR OUILOINOS ", AND TIE "C00[ CF sTAIOAI1p PRACTICE' STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ET s: STRUCTURAL STEEL ASTM A -30 ((ry3S,000 PSI) TUBE COLUNS ASTM A -600. ORAOE 6 (1y46.000 PSI) w[LD EAD STUN, ASTM A -I06 (Fy.46,000 PSI) MACHINE BOLTS ASTM A -307 H101 STRENGTH BOLTS MIDI A -320N PROVIDE MINIMUM [I•EDMENT FOR ANCINR 00LTS PER BL LSC TAE 7N, FOR CONCRETE. APPROVED EXPAGION ANCHORS MAY SE US[0 INSTEAD OF ANCHOR BOLTS IN CONCRETE, CONFORM WITH ICBO APPROVAL FOR EXPANSION ANCHORS USED. ALL MELDING TO CONFORM WITH ASS 01.1 'CODE roe GELDIN0.IN BUILDING CONSTRUCTION'. GELDS NOT SPECIFIED SHALL BE 1/4" coNTI*cuS FILLET MINIMUM. ALL GELDS BY CERTIFIED WELDERS. USE 411ESN 70xx ELECTRODES. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. MISC[LL ORM TO ASTM A -3S Fy36 000). GELDS NOT IPECIr1E0 'ELDERS. tUIE FRESH [ 0SEL[C� *0Tp[MSINIMYI�LN1KLOS HANGERS TO K SIMPSO4IOR IC•o APPROVED EWE. ALL IWCCRQl!TgqH[2LCS ME TO K NAILED PER FACCTl6ER S NAIL 00TSC PER uic TTAI 26-0. PARMOLMITR WITH OC$IONIVNALIIES PER Imo RECOMMENDATIONS EQUIVALENT TO ANCHOR SOUS ►MAYYA•BE um INSTEAD Or ANCOR BOLTS. INSTALLATION TO CONFORM WITH moo APPROVE Or CONCRETE ANCHORS USED. MACHINE SOLTS TO BE PER ASTM A -307. /1CAT1011.INMECT ALL SHOP FULL PENETRATION AND FILLET *LOS 0" AND LABOCR. INSECT ALL r cLO GElos. FULL PENETRATION GELDS SWILL BE INSPECTED WITH ULTRASONIC OR RADIOGRAPHIC KTH00S. IF APPROVED BY BUILDING OFFICIAL 1 r -o! TIvE TESTING RATE WY IC REDUCED TO 26R IN ACCORDANCE WITH THE OFFICIAL, Of x IOM 2722 Or THE IOC. W[ METAL THICKER THAN 1 1/2', LIEN SU•JECT[D TO /11EOIClphTNIcaoos GELD DOINKAOE STRAINS. SMALL K ULTRASONICALLY INSPECTED FOR DI IMJITIES DIRECTLY ENI SUCH LDS AFTER JOINT COMPLETION. ANY MATERIAL DISCONTINUITIES ACCEPTED OR REJECTED ON THE OASIS CO' THE DEFECT RATING IN ACCORDANCE WITH T KFL[CTOI) CRITERIA OF TABU[ ND. 27 -6 -E OF THE $7 ND. 27-6. OR SMALL PAY FOR REGELDING AND ICINIPECTION OF ALL KLDS NOT MEETING CIFICATIONS. MOUTON SHALL NOTIFY THE STRUCTURAL DCIIEER 01 MELDS NOT M[CTIPS SPECIFICATIONS. ALL HIGH STRENGTH ems bHALI TIINTCNED USING THE 9UM1- OF- 910-MFT 1ETHOD, CALIBRATED WRENCH OR ENGINEER APPROVED �DIIR�[�CT TENSION INDICATORS. IF CALIBRATED A MINIMUM AT LEAST ONCE CAACH, CORKING DAY IN TAM A CALIBGIING MK DEVICE THATRDIRECTLY READS THE SOLT TENSION. l D[TSPONACATE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR OPEN G[0 STEEL JOISTS, K- SERIES FOR LONOSPAN STEEL JOIST LH- SERIES AND DEEP LONOSPAN STEEL JOISTS OLN- SERIES' AND 'RECOMMENDED cm ar SINOARD PRACTICE ram STEEL JOISTS AO JOIST GIRDERS', STEEL JOIST INSTITUTE (3JM). PROVIDE MIMING AND CAMBER AS REOUIREO BY STANDARD SPECIFICATIONS. DESIGN JOISTS FOR ALL LOADS SHOWN ON EARS OR As REWIRED. OCs1ow M:• M M US FOR IN PLANE SHEAR room AS NOTED. VERIFY ALL MECHANICAL ELECTRICAL, AM OTHER SPECIAL LOADS WITH MECHANICAL, ELECTRICAL AND OCHER sPECIK 1I41- CONTRACTORS. PRONTO[ SPECIAL CONNECTIONS AS !HORN OR REWIRED. MAMFACTIIER BALL DESIGN END SUPPORTS FOR SHORT NEARING LENGTH AS REWIRED. SUBITTAL SWILL INCLUDE: BILL OF MATERIAL. PLACEMENT PLANS CCULATIONS AND SJI PLAT APPROVAL. A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS TO K WILT BALL limp AND S10N THE CALCULATIONS. THIS SAME ENGINEER SHALL REVIEW THE PLACEMENT PLANS TO ASSURE CORRELATION BETGEEN PLANS AND CALCULATIONS. PLACEMENT PLAN! SMALL WOW MARK NIRGER. ORIENTATION AND LOCATION OF ALL PIECES. INCLUDE ALL 0[s10N LOADS. MIDGING AND BRACING REQUIREMENTS. SPECIAL CONNECTIONS AND BEARING DETAILS. DO NOT BEGIN FABRICATION UNTIL SUBMITTAL HAS BEEN REVIVED. OBTAIN WRITTEN APPROVAL TO 1AMICATE PRIOR TO SUBMITTAL Or CALCULATIONS. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DISCREPANCIES SEMEN SILL OF MATERIAL AND CALCULATIONS. COORDINATE N STRUCTURAL MAOFACTAER SHALL BE A SJI APPROVED 111ATT LEASS YEARS EXPERIENCE. ITIPAIMI E NERCO FORUM OR APPROVED EQUAL COKOIMmo WITH ASTM 446, ORAOE A, Fyy3�3�,000 PSI WITH 060 GALVANIZING PER ASTM A525. USE 26 GA. 1 -5/16' DEEP VCRCOR• 1■0,073 114 5•0.0S0 143. CONNECT TO SUPPORTS WITH 4 PUDDLE GELDS PER SHEET ACROSS EACH SUPPORT AND 10 0/C AT SUPPORTS PARALLEL TO SPAN. SIDE LAP FASTEN WITH suT10N IRMA AT 24' 0/C. PROVIDE 0x0 W1.4 X W1.4 wN, PLACED AT CENTERLINE OF CONCRETE DEPTH OVER DECK. CONNECTIONS TO TIE BUILDING STRUCTURE OWL BE X1 1 OOMTM PTO RESIST TOE LATERAL FORCES SPECIFIED IN CHAPTER 23 Of 10 BE PER UPC SECTION 306 AND ME TO BE BY AN INDEPENDENT TESTING LAS APPROVED PRIOR TO STARTING CONSTRUCTION 0Y THE BUILDING DEPT. AND TIE ENGINEER. FOUNDATION: INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED MOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERITY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REWIRED COVER SIZE AND GRADE. CONC. ANCHORS: ALL FIftD INSTILLATION Or CONC. ANCHORS IS 10 K IN ACCORDANCE WITH ICS) AND IS TO sc CCNTINIOUSLY INSPECTED. CONTRACTOR IS TO HAVE A COPY N, ICSO EVALUATION REPORT ON SITt FOR CONC. ANCHORS USED. BOOR: CALL SLOG.. DEPT. AND ENGINEER co* WELDING REVIEW PRIOR TO COVERING. MEWING: INSPECT ALL FIELD mLDINS. VERIFY CERTIFICATION OF GELOERS. CONTRACTOR SMALL PAY FOR R[GEL•INS AND NCINSPECTICN Or ALL GELDS NOT MEETING SPECS. INSPECTOR SWILL NOTIFY STRUCTURAL memo Or GELDS NOT scrums SPECS. COMLIIMR �1NOS PR 0(JCITO R ro• RTION PORTER CO�N�T/R�MACCT Std INC VI D 6 STAMPED FOR MISC[LLNCUU5 STEEL. MCIN,OICINO STEEL. TRUSKS MC TILT -UP LIFT INC CKCULAT IONS. RSA NOTIFY Soma or ALL FI PRIOR TO IIGTALLATIoN.. Ia OR " f rift= P010 TOE - N•TKLAIIVN 1 CIFLat IN I U HO TO ENG11[EI• CRY OF n-IA MVO NAY 1 1 SS RgctIV60 MAY 4 T ROSERT FOSSATII Woe 9 FoW- 2 i 4!— J a a •7Mw� ' ' Elea a - c DIYMIR ea ",