Loading...
HomeMy WebLinkAboutPermit B95-0376 - OXBOW CORPORATE PARK - SEISMIC UPGRADE , City of Tukwila (.. C. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 ( BUILDING PERMIT i I Permit No: 895 -0376 Status: ISSUED Type: B -BLDG Issued: 12/18/1995 Category: ACOM Expires: 06/15/1996., Address: 10700 WEST MARGINAL WY S Location: BUILDING 252 Parcel #: 042304 -9186 Zoning: Type Const: V-N Type of Occupancy: WAREHOUSE Gas /Elect Wetlands: Slopes: Water: UNKNOWN Sewer: { Contractor License No.: DASCOC *066KD TENANT OXBOW CORPORATE PARK l 10700 WEST MARGINAL WY S, WA OWNER , THE BOEING CO SABEY CORPORATION, P.O. BOX 3707,` °SEATTLE, WA 98027 CONTACT DOUGLAS N. :GARDNER •..Phone: 206 281 -4200 101 ELLIOTT AVENUE W #400, SEATTLE, WA 98119 ', :. CONTRACTOR D A S CONSTRUCTION • Phone: 206 281 -8700 101, ELLIOTT ,AVENUE WEST #330, SEATTLE,YWA:98119' ** k * * **** * ** * * *'k ***t* * * * * ** k***,**********• k******** ** * * *'k **C *k *•k•k ** * **** *•k** Permit Description. SEISMIC UPGRADE, EXTERIOR AND INTERIOR DEMOLITION 4 j 1s SETBACKS Units: 001 Front .0 Back .0f Buildings: 001 ,Left .0 Right: .0, Fire Protection: SPRINKLERED UBC Edition: 1994 Valuation 133,0,00.00 Total Permit Fee:` 1`i 740.71 *** k** k****** li********* 4(*******•* k****** * * * * * **** * * * * *** ** * * * * *fI "* * * * * * ** ' : _d Zcdza 1 . . cili b iat m Le. , 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 -thi' work will be complied' with, whether specified herein or not The granting ';. of this permit does not presume to give authority to violate or cancel the provisions of any other state or local regulating construction or.t►-'`perform ce,of, work., I am authorized to sign for and obtain this bui a ng�•er Signature. ��_ , Date _ad...f¢,., /. �� Print Name : 4 41 6 ' T' i t 1 e ; � 2 L 'c.„�• &✓c� gr This permit shall become null arid `'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. 1 • w s ,Z CITY OF TUKWILl ' 4t:;; � o Department of Co munity Development — Permit Cente T t A '.�, ; ; � k,` .z 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 rsoa if (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME — NUMBER O Xbc w C or pora SITE ADDRESS SUITE NO. _ fig - 0316 I o om t' rYl(7 Irvt.1 (43 5 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 IN . : DATE REQUIREMENTS / . COMMENT% BUILDING - ljlt • NSULTANT: Date Sent - 1 i- , - 'tor Date Approved - c- H fcj initial review -OUTER, `1 • • X FIRE FIRE PROTECTION: M Detectors N/A i% ifj q5' FIRE DEPT. LETTER DATED: #i ` INSPECTOR: O PLANNING • _ ZONING: BAR/LAND USE CONDITIONS? • Yes • No REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W- VPUBLIC K A- UTILITY PERMITS REQUIRED? 1..j No WORKS ,JS PUBLIC WORKS LETTER DATED: , ILI7` INIT: 0 OTHER INIT: BUILDING - la (� 4 TYPTE 1 F CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INIT: � , 1n f ' 5? (5 —) QYes ViNo t q 4 1 4 (N1 BUILDING ,) // 5 /e/.4) OFFICIAL 12 15- cia INIT: . t( ' REVIEW COMPLETED AMOUNT CONTACTED ±-2-1.---- ( Rec.) OWING: C DATE NOTIFIED !!�� y BY. ,,..... _ \ (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: 4 ( j ( Q ,'S (init.) 01/08103 '� BUILDING PERMIT _ APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT # DATE . (206) 431 -3670 BUILDING PERMIT FEE ICE) p. o' j PLAN CHECK PLAN CHECK FEE _ fir NUMBER 1 _ 0 3 # BUILDING SURCHARGE I'U: APPLICATION MUST: .13E .. OTHER• , F:11.4.E1 QUT , -ETE`L Y TOTAL riuc•11 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 10700 West Marginal Way South 133,000 PROJECT NAME/TENANT ASSESSOR ACCOUNT # 042304-r5186- -02, Oxbow Corporate Park i3Id 45a. 042304- 9189 -09 TYPE OF 0 New Building U Additio 0 Tenant Improvement (commercial) () Demolition (- building) selective WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) C Other: Sei s mi c lipprade DESCRIBE WORK TO BE DONE: Seismic Upgrade, Exterior and Interior Demolition BUILDING USE (office, warehouse, etc.) Manufacturing, Office, Assemble Area NATURE OF BUSINESS: Industrial Manufacturing, Boeing DOD WILL THERE BE A CHANGE IN USE? © No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: 122,500 Tenant Space: 122,500 Area of Construction: 122,500 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER Sabey Corporation PHONE (206) 281 -8700 ADDRESS 101 Elliott Avenue West, Suite 330, Seattle, WA ZIP 98119 CONTRACTOR DAS Construction Corporation PHONE (206) 281 -4200 ADDRESS 101 Elliott Avenue West, Suite 400, Seattle, WA ZIP 98119 WA. ST. CONTRACTOR'S LICENSE # DASCOC *066KD EXP DATE 5/4/96 ARCHITECT Sabey Corporation Architecture Group PHONE (206) 281 -8700 ADDRESS 101 Elliott Avenue West, Suite 330, Seattle, WA ZIP 98119 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS ;APPLICATION >AND KNOW THE SAME TO BE TRUE AND CORRECT, AND I AM AUTHORIZ • TOAPPLY FOR THIS PERMI BUILDING OWNER SI G ?� �'- E / 4 / DATE OR = i��-' --- 11/02/95 AUTHORIZED P T N' E Douglas N. Gardner PHONE (206) 281 -4200 AGENT ADDRESS 101 Elliott Avenue West, Suite 400 CITY/ZIP Seattle 98119 CONTACT PERSON Douglas N. Gardner PHONE (206) 281 -4200 I APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 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 ' 1 - Q - q5 5-a- GRo • 1612:9Uu SUBMITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS COMMERCIAL TENANT. IMPROVEMENTS Completed building permit application (one for.each structure) n Completed building "perm(t'application (one for each structure or tenant) Assossor Account Number r l Assessor Account Number Two sets (2) of tho following: ::Two (2) sets of. cons ru tction plans, which include 1 Specifications ; n . Site plan Structural calculations: stamped by a Washington State licensed Ez cation of tenant space engineer ;. 9 Landscape Plan (if applicable ; i o , change of usej Soils report stamped by a Washington State licensed engineer overall building plan Topographical survey •Tenant location • •Use:of adjacent (common •wall) tenant. L ---- j Energy calculations. stamped by a Washington. State licensed • Overall dimensions of building sq or uare foot engineer or architect. Floor plan .of proposed tenant space f-n Legal des rip cton • Tenant space plan with use, of each room labelled • Working drawings, stamped by a Washington State licensed ' • Exit doors;: egress; patterns architect, which include. • New walls, existing" wall; and. walls to be demolished • •Site plan n Cons details . • Architectural•drawings •Cross sections showing wall construction and:method'of :• Structural drawings Mechanical drawings ! . attachment fir floor and ceiling • • • Elevations ` Structural :calculations stamped by: a'WashingtonState licensed • Civil drawings > engineer may be:requiredif structural work:is to be done :(2 sets) Landscape plan : " .. • :.:: : :/VOTE: : If any ti ty w ork one, submit s u p er m it T u b la to be d Complo utility permit applicabon:(one for entire project) A and. plans — Six (6) sets of civil drawings . • NOTE: See utility permit application, and cho. Mist f or specific utility REROOF submittal requirements Completed building permit application (one for each structure) nA Account Numbe RACK STORAGE: Narrative. describing e •roof, matenel being removed, and n material being installed I Completed building permit application . NOTE: A certification letter is required prior !9 f inal Inspectio an s Li Assessor Account Number : oN of the p ermit • Two •(2) sets of plans; which includo � ANTENNA/SATELLITE DISHES ;Li Building floor plan showing racks will be located • Entire space where n Completed building permit application • Exit doors ;. Assessor Account Number • Dimensions of all aisles I Tenant space floor plan showing rack. storage layout, Two (2) sets of plans, which include exits. aisles and Si Pla (showin te n g " building and location of , : antenna/sateliite"dish) NOTE: Include dimensions of racks (height, width and length) aisles D method of attachment and exit ways on plan. ❑ etails anlonna/satellite dish and . . I Structural calculations stamped by a Washington State licensed' . :C Structural calculations stamped by a Washington State licensed engineer (rack storage B'. and over). engineer may be required :: RESIDENTIAL NEW SINGLE - FAMILY DWELLINGS /ADDITIONS RESIDENTIAL REMODELS Completed building permit application (one for each structure) •.,:::::::: U Completed building permit application (one.for each structure) I n Assessor Account Number. Legal description Assossor Account Number •" Two (2) "sets of working drawings, which include ite : S p lan I Two sots (2) of working drawings, which include • Foundation plan • Site plan: —► (On plan, show closest hydrant location; Floor plan. • Foundation plan : Include access to building; stowing Roof plan • • Floor p width and length o/ access.) , Build elevations (all views) . • Bi d n pl •Roof plan lan . St f oss ramin g pl ' • Building elevations (all views) ' • . ••Building cross - section NOTE If any utility, w ork Is to be done provi u d t i lit pe r mit pti • Structural framing plans . • • !; and plans must b submitted.: " • Washington State Energy Code data REROOFS ': — Completed utility permit a Completed building permit "application (one for each atruCturo) n 1 Six (6) sets of sits plans showing utilities .. . 1 I Assessor' Account Number a l N OTE Building situ plan and utility site plan may be combined See :: Narrative describing existing roof, materi being re a nd utilit permit application and checklist for spe submittal requirements.: .n 'material being installed Additional topographical and soils information maybe required it unique NO A certification letter is required prior to final inspection and sign siic conditions. oil of the permit 1 r ----,4% ..:.,,i C i *r 1395=0375 FAR ti;‘ ' # % \ City o l ukwl a John W. Rants Mayor r 4-1(4;1■ 9 <+,,;, • r � ; Department of Public Works Ross A. Earnst, P. E., Director , , : :' ' = NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: SEPTEMBER 23, 1996 SUBJECT: US POSTAL SERVICE PROCESSING AND DISTRIBUTION CENTER Access and Storm Drainage Permits 10701 29th Ave. S, Project No.: PRE95 -012 Plan Check No.: B95 -0375, 0376 Activity No.: MI96 -0008 Contact Person: Mr. Haynes Lund 0 Phone: (206)281 -8700 / 4 6 '�I THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON September 23, 1996: PERMIT FEE A� MI96 -0008 Access 25.00 1i Storm Drainage 25.OQ Total Fees: $50.00 Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file, JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of UPA, application and plans) • Development File (copy of UPA, application and plans) .4 t 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 042304 -9186 Permit No: MI96 -0008 Address: 10701 29 AV S Status: ISSUED Suite No Issued: 09/27/1996 Location: 3 DRIVEWAYS ON 27 AV S OFF WEST MARGINAL WExpires: 03/26/1997 Category: ACOM Type: MISCPERM Zoning: Ccnst Type: Occupancy: Gas /Elec.: UBC: Units: 000 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: UNKNOWN Sewer:. Wetlands: Slopes: Stream:: Contractor Licence No: DASCOC *066KD OCCUPANT US POSTAL SERVICE 10701`29 S,TUKWILA, WA OWNER SABEY CORPORATION.` Phone (206)281- 8 PO' BOX 9847, SEATTLE WA 98109 CONTRACTOR D A S CONSTRUCTION Phone: 206 281 -8700 , 101 ELLIOTT 'AVENUE WEST #330, SEATTLE, WA 98119 ENGINEER '`:SCOTT SHERLOW ENTRANCO ENGINEERS, 10900 NE 8TH ST STE :300, BELLEVUE :WA 98004 CONTACT HAYNES LUND Phone 20(1;.281 -8700 101'ELLIOT AVE W #330, SEATTLE WA 98119 kk** k****** tk***** k*** k* k***' k* k** k*k kk• k* k********* k****** k* * ** * * **k* *k'k 'k* *k *kk**k *kkk Permit Description CONSTRUCT THREE VEHICULAR ENTRANCES TO THE. USPS MAIN AND DISTRIBUTION CENTER. AT OXBOW. INCLUDES CURB CUTS WITH CULVERTS UNDER EACH DRIVEWAY ACROSS PAL CREEK. HYDRAULIC PROJECT APPROVAL #00- C5613- I 01(4 PAGES ,TOTAL) IS ATTACHED AS PART OF THIS PER- MIT. 35`x24" ARCH CMP WILL BE USED FOR CULVERTS. k A A k k k k * *** * *k * * * *k *k* k * * * * **k *•k*** * * *k* * ***k* ** k * *`k **k* * **4 ** k *kkk * * k k** *A k ** Construction Valuation: $ .00 PUBLIC WORKS. PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Acoess /Sidewalk /CSS: Y Fire Loop: Hydrant: N No Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land .Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized';. Load: N ' Start Time • End Time Sanitary Side Sewer: N No Sewer Main Extension: N Private: Public: Storm Drainage : Y Street Use: N Water Main Extension: N Private: Public: kkkki,kk**k **k *kk *k**kkA A*;.***** k***• kk* c**** k*** k* k k** k* *k***0( * *A ***k**kkw *k*kk *k *kkk* TOTAL DEVELOPMENT PERMIT FEES: $ "54- .- 5.11. 6• C :1 �J A A *•k h k *A A* * * ** ** k *k *k * * * *** kk * * *k * * * * * *k'k * *•k k *** AAA ** kk A * * * * * * * **•k * A Permit Center Authorized Signature 1a,,h ?-. pate: _. 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 granting of this pewit does not presume to give authority t±Gy violate or cancel the provisio • any other state or local laws regulating construction or the performance If; rk./ I am authorized to sign for and obtain this development permit. / Signature P Date 6 ),)Z . 72 1 /2_,.... Print Name: b LeOnte 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. . . ' AFTW-yrl - 4 city OF TUKWILA Address: 10701 29 AV 0 Permit No.: MI96-0008 Suite: Tenant: Status: ISSUED Type: MISCPERM Applied: 09/10/1996 Parcel #: 042304-9166 Issued: 09/27/1996 k**Ak*****Ak******AtA4*A Permit Conditions: 1. Temporary erosion control measures shall be implemented as • the first order of business to prevent sedimentation off - site or into existina storm Aralnage:faCilities. • 2. The site shall have permanent erosion Control measures in place as soon as. possible after final grading has been completed and .prior to the Final .Inspection. 3. Driveways shall comply with City commercial standards. Driveway width shall be a 25 minimum and 35' .maximum. Slope shall be a maximum of 15'4:Turning radii-shall be a minimum of 10 4. Work affecting traffic flowS'shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5. HYDRAULIC PROJECT APPROVAL #00 -05613 -01 IS ATTACHED AS PART OF THIS PERMIT, OWNER tz: CONTRACTOR SHALL FOLLOW ALL THE COND ITIONS OF THE HPA, • • - ; • • • • • • • • - , . i 6 r '' irI `E 1 “ .:1 r '0. iv,' 1"'' j. u } �•r' t r..'�.' i '�' .1.. ... ..r ;.. .•.... ".'. p • ie t lificq II 5 R# .mierc-7 04. u. . h4A k•A *A* k** kA**** *kkA4,s41.••kAr•kA*sh•kd' *•A•+•k A *k k * * *A kkktikAkb CITY OF ruKWI:LA. WA — . 1 I FANSMIT *��•k* *A **•.A ** *k•.1+;(AAA** *A q *.1k 7 1. * *k.A.4*A*+I A4*A * * * *A*k *k*A TRANSMIT Number: 9400336E3 Amount: 1 12/1S/95 10 :23 Payment Method: CHLCI( Notation: U(a3 CONSTRUCTION SLR Permit No: 1395.0376 Typo: B -BLDG BUILDING PERMIT Parcel No: 042304 -91SC Site Address: 10700 WEST MARGINAL WY S Location: BUILDING 252 Total Fees: 1.740,71 This Payment 1 Total ALL Pmts: 1,740.71. Balance: .Uri \* A** * *A * *A * *Ak* **A *AA*AkA • * *4 ** *A **A ** *' *%*.AkAk** ** Account Code Description Amount Ul7Q /322 ■ 1V0 f3UBUILDING -• NONRES 1. 52.25 .. . 000/386.904 904 • _._..�_•_.. STAN BUILDING SURCHARGN _....._....4. 0 t .._ a,, }_!.••1 ! •: ii.. i . S r ,.i::' 'S. {. f: . „ .'rYr '�':`4', Y S r J . f. r'.S ,.�•.. r ..• �' . .. .!M:• i .i 7 .;�r , eic 8 7c A,V ko4A*A* *b•k•4* **•k,V * ***sl4 * *' *s4* 4*• Asti* A* *kA•4 *A * *•A * **AkA * **4A•A *s4A *** Ci :'r'r OF TUKWIL(, NA `j(� --C 1 TRANSMIT *4 *k *k•A•A * *A * *Ak *k¢•s4k !. *A *•Ah s4k * A• s1 * * *sVk•1h� *4sl•h * *A * VRANSMI'f Number: 940003196 Amount: 683.96 11/02/93 15:3t3 Painent Method: CHECK Notation: £3 13EY CORPU4tA'E10 Init: 91.13 Permit Na: 1395 -0376 Type: 13 BLDG [3UII.DIPW PLRM3:1' Parcel Na: 042304 -91136 Site Address: 10700 WEST MARUXNAL WY S Location: BUILDING 252 fatal Fees: 1.740.71 This Payment 6133.96 Total ALL Pmts: 683.96 Balance: 11. 3 • 75 *4 *kAs ** 1t A4* sh** kA*** A s 4 ** A•• k** k* A • ** * *A *• * *A *A *•1.4 * * *kA A• *A Account Cade Description Amount 000/345.830 PLAN CHECK _ NONRE9 683.96 ...:..1.,• .. .,, i . ....... .. .... .. .. .. +_,, .., _. ... .. .. N! .. t... ..3.�._...5 #..,i. «..,+•5'. . _f1P..., e_. >...1itc:t } ..., ....i�::n.. 1 INSPECTION RECORD Retain a copy with perm F ? s - 3 7 ' INSPECTION NO, PERMIT NO, ` CITY OF TUKWILA.BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukw WA 9818 (206) 431 -3670 'roe •ype .f n pcti • �� /Ib t U , ' . L 11-1 Rae ca e :® Special instructions: / Date wa�te Re ste ON 1.....ci 1V Phone fiin., / 3 ii. 9 Approved per applicable codes, ( f Corrections required prior to approval. COMMENTS: `, � S t ip i t • t ,3 r ' .t ' z r t ee is t Inspector: Date: ' ' . • ' )C '1'1 ( $42.00 REINSPECTION FEE REQUIRED. Prior to ins fee m ust be paid at 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspection , , Receipt No.: Date:... j r a �r ? . 2 +a � > i4r rJx P R '4 a, � Ti i 7': a' e a i t A" ...... fmaspWL 6t�ivip. a.0...!. n. Zt ....i.....f�. YV• . r:...n�S.....n X1e. �A'� y �& ' L1"oi �'t.+�YY'i ffii� ,dii� -� . .,.�, 1 • .., .... ,. ' L— - - ,Ir INSPECTION RECORD - . ....._. Retain a copy with permit iip - 0 e I INSPECTION NO. i PERMIT NO. CITY OF TUKWILA BUILD)NG DIVISION . u 4,.. 6300 Southcenter Blvd., #100, 'Tukwila, WA 9818. riir. (206) 431-36 0 oig boz F3tivoi c BRmi d 0 Osileossi 21 A S Date called: 1 _ s _ 9 to ! Special Instructions: Date wanter Skik..el - 2,52.. Requestevk 0 P N LAI4PAP Phone N.oi 6 _ 7 _ 62 44 i I Approved per applicable codes. 1 I Corrections required prior to approval. I COMMENTS: - , - 1 A 6 IJA‘- Li ffarl.-61— F".‘4.' A. 4 e. 1 t,mk 1 w CA P - - A N..E-i -n4 -,-- losp,..t.i.c. AXE" 'TA% .t WI LA- Cil•IC:AN ' 2 PA' 11414 C ,:\ .1 Cim 1 y&.b4..-r% 1 4 N9 WEI-I . ' t • ' . ,• t. • . . , , . . . • , .. . • • • 1 ' ' n " ' ' ••.' ' ' ', .* "I . : '.' . ' ' ; ' ';' '.; 1 nr • ' ' .. 7 , ,, '; . ' ; '' : I . ‘' : ' :;; ' ; '' : '? • . r : ;;' . ' 1 ..' ; ' .. C ; ... ' : 1 ' ' . n ' ., • ' ' ';; .; ' ; . .;.' •• • ;;. ...;•• ; ; ,r , ,:, ' , ;; .{ , , ' •• .' ; 4; . ' ' • 1. ‘.• ' ' *•••• ' n••. • . ' '' ' ''' 0 ' '' '' :.'; ' ; n ..:' ' '71,' ; . , . , : , ' . ; ; '• : ,,';'," , f Inspector: 1"/S (,.......„ . Date: 62 / tc,(0. *;' ° ; , i .,-,.. p . % '....r k- I I $42.00 REINSFECTION FEE REQUIRED. Prior to inspection, fee must '' , ' : '..:' ::, , ,' : ',..:::: : ' ,, , , 7 ; ,:,,, • ; .,,. -,,,,';.: '' , :, ,,,, ,:,,,,,,,,,, , '1 0 C II to schedule reinspection. • , :,. ' ,, • ' ' • ' '„' „ ,' ,'. , - '. ' • ' • : be paid at 6300 Southcenter Blvd., Suite 0 t... • , , _, , ' . ..--.‘ 0 . ‘- - ,.., I Receipt No.: Date; , : ,',' j I' , , ''', ''' II '1, ' L ' 1 ' . ''4:.;v■- ." + '• , . " ' • '';,- , .,:".. :: ,,',.' s ,"' ‘; ''''''', ' ''',.., '''' " ' eltraattall.2.ilra i • . r � _.. , .., ...,:xv'.i.,:,:1.y4 "rxill,n x:urr.tx.:r. '.n.v.ww'.e .w. .... ,...._,.,,.- ....., w »,.. e..,...- ,. «..»..... ,.,..,.- -.,...N «. V :,,.. ---- INSPECTION RECORD ., 6... i . , , a copy with permit PY P INSPECTION NO. - ),, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION li,, it 6300 Southcenfer Blvd., #100, Tukwila, WA 98188 Proiect � Pi A (206) 431 -3670 :� �/, �iLlv�d �/1,7� TYpe s liV1t : Q �P�1.I f'i Address: Nei 1 WW' / a)//1A1 Date called S — q - q(e, { Special Instructions: C Date wanted: g) • Requester.. L.,5 Phone No. :7717 ` G2.1I c 'T Approved per applicable codes, 1 I Corrections required prior to approval. • CO ENTS:' 14kti 6 Ik - ° I - . . . ...) 4" " - 11 ef /V Ey - - • l tit . ! r r . tK Inspector: -••'' ¢.. i Date• `` � t 1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must f, ,.' be paid at 6300 Southcenter Blvd., Suite 100., Call to schedule reinspection. 's: , Receipt No Date: ; , ` !^ ' f ' � ._ f i s '.! �.• , .t, I ' Fireproofing r, , '` Aggregates ,� `�� RECEIVED .„ ,.� 4... Shotcrete January 13,1997 a o'' - Concrete �. t Masonry JAN 1 1 1997 t .. t �' As halt File: 96 -116 R o o f i n COMMUNITY 1 f' 6-S g DEVELOPMENT - ' P i I i n g Ci of Tukwila Building Department S t e e l g p A.A.R. TESTING S O I I s 6300 Southcenter Blvd, LABORATORY, INC. W O o d Tukwila, WA 98188 CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCREDITED LADORATORY • Project: U.S.P.S. Oxbow Mail P & D Address: 10730 W ..Margin_ Place S. Permit No.: „.,.- B95075/B95 -0376 REVISED FINAL This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Seismic upgrade - seismic ties and straps and expansion bolts 2, Structural steel - welding and bolting to include ultrasonic testing of full penetration welds 3, Reinforced concrete or concrete sampling as reflected in our field reports All work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Our final report on the above required special inspections is dated September 20, 1996, number 20027. Sincerely, A.A.R. TESTING LABORATORY, INC. X yael.1%, Kimberle Freiheit President cq . D AS Construction -Doug Gardner Shutter Consulting Engineers .Sabey Corporation Architectural Group • Tel 881 -5812 Fax 881.5441 • P O. Box 2523, Redmond, WA 98073 ' • Fireproofing ' .. Aggregates Shotcrete July 9, 1996 ` �* Concrete �r ' Masonry Asphalt r, Roofing File: 96 -116` P i l i n g S t e e l A.A.R. TESTING S o i I s City of Tukwila Building Department LABORATORY, INC. W U O d 6300 Southcenter Blvd. CONSTRUCTION NATONAL YACCREDITED Tukwila, WA 98188 Project: U.S.P.S. Oxbow Mail P & D Address: 107301/y. Marginal Place S. >: Permit No.: (B95 -0376 This is to advise you that special inspections are completed on the above referenced. project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Seismic upgrade - seismic ties and straps and expansion bolts 2. Structural steel - welding and bolting to include ultrasonic testing of full penetration welds All work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our final report on the above required special inspections is dated June 19, 1996, number 12662, copy attached. Sincerely, A.A.R. TESTING LABORATORY, INC. j iledu JUL 1 '2, 1996 COMMUNITY DEVELOPMENT' Kimberie Freiheit President cc: DAS Construction -Doug Gardner Shutler Consulting Engineers Sabey Corporation Architectural Group Tel: 881 -5812 Fax 881 -5441 • P. O. Box 2523, Redmond, WA 98073 1 roc orA ...7 in,xlv{ ,;x yrnr icar.d 73".., if:' 4 Z t yra , $ 1 t / .. . , s ., ■ • \ \ , , i ' C 0 2 '; City of Tuk ,vila c 0, J ohn W. Rants, Mayor r„4, '' = Fire Department Thomas P. Keefe, Fire Chief ••• 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ki Permit No. 4 --62 I6 ' Project Name eY & ou.) Ir • Alle U< • Ucicit r ,'- p( C�� Address /0 __ 00 14..J. /'I / //z , (..CJ..- • S Suite # Retain current inspection schedule Needs shift inspection X' Approved without correction notice Approved with correction notice issued Sprinklers: 5 Fire Alarm: 4 / 7 ' / / / s , ' ? Hood & Duct: Halon: k Monitor: r Pre -Fire: At Permits: e 6 . /L-iii, c/ 2 ..... //y/ 7 Authorized Signature D 7 e FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 375.4439 1 -------------- - -------- ------------------ - ------_______ I •., •,.,.. ( CITY OF TUKWILA Address: 10700 WEST MARGINAL WY S Permit No: B95-0376 Suite: Tenant: OXBOW CORPORATE PARK Status: ISSUED Type: B-BLDG Applied: 11/02/1995 Parcel It: 042304-9186 Issued: 12/18/1995 ***k***lekk*kk*A*hkk*AkAM*k*kk*OtA**kkkick r Permit Conditions: 1 '. 1. No changes will be made ta*:the planS Unless_ approved by the Architect or Engineer:and'the Tukwila Building 2. Plumbing permits,,Sh01 be obtained through thel,.Seattle-King , . . County Departmentof public HWth.',*-Plumbing will inspected by that agency including ali gapiping':', (296-4722).' .,,-;',' 3. ElectricakOrmIts shall be 1 State 0 tvlsioWdf Lebor,and Industries and it OeOtycilM\ , , work wiAlf:/belfinspected by tha' (248-6630).c,, 4. All met*ical Wbrk-shalt ::,e'underseparate per *:\ , ,- ': '( the Cttcy of Tukwila 4: r . '' 1 „.- I r l p d. All pe011its inspe.ctioW,records, and approved plans shaLP ba ' i avai1al3le at the job site prior to the start of any,; ''i "V, strUction. 'These documents aiie to be maintained and aV il , a - able ::-•, „ „.,. ,, )‘*i ,until final inspection approval ts';granted. 6 All 1 lel ins - . structural concrete , shatl be spec Inspected (ppe,- seco.: 7. All structural Welding shall he done by W.AA.O. certified , . welders and special inSpected(UBC -Sec, 30('(e)5). 8. When SpeCial fnspection ,1S required either the owner,' archttect or engineer.shairnotifv Building: , , Divislon of lapPointment of the inspection .,agencies prior%,,to the'first-bOlding inspection. Copies Of all s'pecial inspecion reports shall be submitted to the BUilding„ ( Division inatimely manner. Reports Oall.cOntain address pr oJeCt; name, per number and type of inSpeCtion being /!,''l l performed. , _ ,, 9. The special inspector snail submit a final signedeportA stating Wi*ther the work'requiring speciarinspection w, 1 as : 1 to the best of the inspectorlv in mav) 1 with approVed and specifications and the applfcatOe , workmanshiP Ptovisions of the UBC,'' ,.• , 1 10. Any exposed insutations backing material shallhaVea Flame Spread Rating of 25 O. less, and material ,s1:Ia11 bear identi- fication showing the'fireverformance'raTi0:31;eKereof. 11. All construction to be dbrie-in with approved plans and requirements of the Uniform Building Code (1994 1 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 12. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this • code shall be valid. I • o � r City of Tukwila John W. Rants, Mayor rrfr ' • aE� " �' : Fire Department Thomas P. Keefe, Fire Chief isoa December 5, 1995 Fire Department Review Control #B95 -0376 (512) Re: Oxbow Corporate Park - 10700 West Marginal Way South, Bldg. #252 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. 2. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204,1) 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 1207.3) 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 1203) 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. 3. All new sprinkler systems and all modifications to • Headquarters Station: 444 Andover Park East • Tukwila, Washingto 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 AIL A, 0 . • ••• • % f '• �t te • , ' ' +;S , • V "rV ,tj yGi City Tukwila � John W. Rants, Mayor (r) , k�;�' . '� Fire Department Thomas P. Keefe, Fire Chief ' .. ...... 1908 = Page number 2 existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 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 701) 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 • Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone, (206) .57.5-4404 • Fax (206) 375-4439 P:. . t .�. l..,..5. �'.., :i'..•J'1 .. ...t. b..Y: 1/= "+.sx..�t'enM1..�r.z�w.w... r�nf:» Ci '.P.!'.lYStvN1:.SYtlfGi]M�!:�..i :'Y;:S^I:A I��( IYna�..vwn..w........... ... ... .................w .-. .r�...n..n•vww..wwn.'o-nWU1WM+*# .` ` ' City of Tukwila la John W. Rants, Mayor Keefe, Fire Chief P. y / Thomas - Fire Department 1111 ................ .. A A •` ! 111 1 906 - " I Page number 3 such condition or violation. Yours truly, - 54 - .0,1. The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (2 06) 5754449 r. .. .. .•,... rf. . {,a .•. ....a r...'...v. r..... nr..•.....,. »...v+.,.»,.•.✓x n«r ....n.vu +.nc`a+'nw+•rr.n7 ...f- s..a .v.t'�.tr:.arn•e +w ...- ...,... _....... .. ._.. _......,.. ..w,.Y 7 neM1!'. •u;VIVSAW.1nkT07 R 0 B E R T I'knf > EssICI \11. 101:0:1:0N1) NUN 1,.u1 111 111isol fiI11011.1.vIk1 1 \ I 1 slIll. ?t�!I I, ( ��� 1"I t i i t t 51 sI: 111::111;5 11 l Cllkl'I}k\Ilm 1'I'll.lf.t11v111 \1;111 \!Iallli 1111 \111111 111 \�111'NUll I 1;:1.111113 ITI b ;i'IW\I• . IIIIN41 . u 1 l i p ' S S (1 f; I \ T i S I' \ \ (2fki1IS'! 1•!17411 I' \\ 11111111 1 i 1'!t Nl cu\.l L Il\i i RECEIVED CITY OF TUKWILA DEC 011995 .December 1, 1995 PERMIT CENTER Sabey Corporation Architecture Group 101 Elliott Avenue West, Suite 450 Seattle, WA 98119 Attention: Mr. John Lang 6"15 °57( Regarding: 95 -T -29 (Oxbow Corporate Park - Building 252) RFA #95102 -29 Dear Mr. Lang: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code (UBC) as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). We have no additional comments. We have forwarded the drawings and calculations to the City of Tukwila for their records Please forward a copy of this letter to the structural engineer of Shutler Consulting Engineers Inc. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cry al Kolke CLK:2 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t29 ^2.doc (I . C CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 11/29/95 Activity document routing maintenance. BUILDING PERMIT Permit No: B95 -0376 Tenant: OXBOW CORPORATE PARK Status: PENDING Address: 10700 WEST MARGINAL WY S Route: 1 Current Route Line: 4 of 8 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN . Approved 11/06/95 11/29/95 11/29/95 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[INTERIOR DEMO BLDG. 252 ] 2[EXITS O.K. ] 4[FIRE PLEASE REVIEW AND COMMENT. ] 3 5[ ] 6[ 7[ ] 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaasaaaaaaaaaaaaaaaaaaaaaaaaaaa ] saaaaaa F1 =Help, ESC =Exit current screen. r • R () B E R T \ I'Hlth'1554U1 \U. -WI SKIN) IN) 1 \h: \I h: Sltl'III IIti S01 III Mill 1.s1141:11 tiF.H \ h:S 4tIITE .d);I "1 III; 2II. i � � (A110110111 5151'ITl \11SIII\I,II)\ vttmt MINN.( \nLl i.l II \1111!'�t tti'i I1 , �\ ` '� I � � IC • KS r 1h;Lta'II I�1:: (2uli► n�I•itiu:111.1:111 motel 1-1,014 ‘ S S (I C I A ' ES h'1X:(2us)62t.974I) I' matt I'.•2ann I;tt�til I:fl\l; 1.:NI3\I1'16 November 21, 1995 l ,V. C) E I �.� '° D NOV 1995 Sabey Corporation Architecture Group 2 2 101 Elliott Avenue West, Suite 450 616 - 03 COMMUNITY Seattle, WA 98119 DEVELOPMENT Attention: Mr. John Lang Regarding: 95 -T -29 (Oxbow Corporate Park - Building 252) RFA #95102 -29 Dear Mr. Lang: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code (UBC) as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Our comments fellow: 1. Per Section 2314.3, the diaphragm value needs to be taken from Table 23 -I- J-1 or calculated by principles of mechanics. According to a staff engineer at American Plywood Association, the appropriate value for Zone "A" nailing (10d @ 6" o.c. at boundaries, etc. and 6" o.c. at other edges) would be 290 plf per the Table otherwise the value can be determined using principles of mechanics (see Section 2340). This applies even considering the plywood layout (forces not being along continuous panel edges; Case 2). If it is intended to use a higher shear value, approved supporting documentation must be submitted for our review. Check all applicable conditions. 2. Sheet S -9 does not call for added steel girder ties between Grids NB5 and NB7. Page R -2B -10 of the calculations shows the need for an additional connection. Why is Section F -11 not referenced at this location? 3. Page R -2B -10 of the calculations shows the application of 551 plf of shear force at the subdiaphragm which is only 24' deep. Is this calculation for forces acting parallel with the trusses spanning, between Grids NB7 and NB8 located at the middle of the diaphragm between Grids NBB and NBA? If so, why is the subdiaphragm only 24' deep? Please explain. Please forward a copy of this letter to the structural engineer of Shutler Consulting Engineers Inc. and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, • ROB RT FOSSATTI ASSOCIATES, INC., P.S. / 4111.1-- Crys al Kolke • CLK:1• cc: Mr. Duane Griffin • City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t29'1.doc • } ,. :, .,.,. .. 4r., :,, ,..t. , ... .. }1 c. o.: It`x: . ,n *. .: 3 V'i ' P,V'MMT itl: V,,nj.. r.,. 51<.rF 7' Y. 1 {.-,r YF, r,,,4,..: umr m,, ,,, vut,U:L°+nWk to,,Kis.°x$itj0 1 ,‘14 „• • '' O; 4 j1� '1 City of Tukwila la Iohn W. Rants, Mayor 0\ i4� .. Department of Community Development Steve Lancaster, Director . ,1908,,,= November 6, 1995 Robert Fossatti Associates Consulting Engineers 401 Second Avenue South, Suite 503 Seattle, WA 98104 Regarding: 95 -T -29: Oxbow Corporate Park Bldg 252 (B95 -0376) Please do structural review per U.B.C., 1994 Edition. Sincerely, R,I.v.(�.� .., -- .. Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431.3665 I {$►- Corp. CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1671 11/02/95 Activity Table Processing BUILDING PERMIT Permit No: EST95 -01 : Status: VOID Type: B -BLDG Vers: 9501 Screen: 01 Base Information Parcel No: Owner: Validated By: Plan Ck Approved: / / Status: VOID Applied: / / Issued: / / t Active /Inactive: I Completed: / / To Expire: / / C of 0 Issued: / I Bus Lic #: Final Notice: / / Nature of Work: Location: Category: (N= NEW /A =ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: Gas /Elec: Census Code: # of Units: # of Bldgs: Pub Own: Streams: Slope: Wetlands: Water:UNKNOWN Sewer: Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 133,000.00 Fire Protect: Type Const: Type Occ: � UBC Edition: Occupant Load: Occupancy Grp: F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1671 11/02/95 Activity Table Processing BUILDING PERMIT Permit No: EST95 -01 : Status: VOID Type: B -BLDG Vers: 9501 Screen: 02 Fee Information Building Fee (Y /N) • Y 1,052.25 EXIST BLDG SQFT: Other Bldg Fee (enter $): .00 NEW BLDG SQFT..: Plan Review Fee (Y /N) • Y 683.96 CONST AREA SQFT: ° Other Plan Rev (enter $): .00 # OF STORIES...: Building Surcharge (Y /N)..: Y 4.50 Calculated Fee: 1,740.71 Archive Date...: / / Microfilm Date.: / / Additional Fees Work w/o a Permit (Y /N).: N .00 Inspect After Hrs (hrs).: .00 Reinspections (hrs) .00 Other Inspections m(hrs).: .00 Add'l Plan Review (hrs).: .0 .00 TOTAL PERMIT FEE: 1,740.71 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update I - ,,,, SBEY CORPORATION November 1, 1995 RECEIVED CITY OF TUKWILA Mr. Duane Griffin NOV 0 2 1995 Building Official Dept. of Community Development PERMIT CENTER 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 RE: Demolition & Seismic Upgrade Tenant Improvements Drawings Oxbow Corporate Park Dear Mr. Griffin: We are pleased to submit to you for building department review these tenant improvements for the manufacturing buildings at Oxbow Corporate Park. The owner has elected to proceed with these modifications in order to improve the leasability of the facility. The modifications consist of: 1) cutting additional openings in some precast panels; 2) removing the existing pedestrian bridge linking two of the buildings; 3) removing some existing non - bearing partitions; and 4) upgrading the structural frame to comply with the 1994 Uniform Building Code requirements for seismic resistance. There is no change in use. There is no change in the life safety systems of the building, including exiting. If you have any questions regarding this submittal, please contact me. We will be happy to cooperate in any way possible to accelerate the issuance of a building permit for this work. Sincerely, .....0 aynesaynes nd Project Architect 8,z, ,,. - X25 ' f: \ user\ haynesl \wp \oxbow \ dgO2oc95.1tr A COMMERCIAL REAL. ESTATE COMPANY 101 Elliott Avenue W. • Suite 330 • Seattle, WA • 98119 • 206/281.8700 • Fax: 206/282.9951 ® SHUTLER Jos OXBOW CORPORATE PARK /Seismic Upgrade 1 _ CONSULTING & Demolition Seattle, Washington _ MEM _ ENGINEERS Inc. SHEET NO C OVER 1 OF 5 7 1300 -114th Avenue S.E., Suite 250 CALCULATED ev JS /JH DATE 10 -27 -95 Bellevue, Washington 98004 SCALE Job No. 95 -60 (208) 450 -4075 FAX: (208) 450 -4078 STRUCTURAL CALCULATIONS FOR: RECEIVED SEISMIC UPGRADE & DEMOLITION NOV 8 1995 OXBOW CORPORATE PARK ROBERT FOSSATTI ASSOC. Tukwila, Washington PROPOSED BY: RECEIVED NOV 0 9 1995 SABEY CORPORATION 101 Elliot Avenue West Seattle, Washington 98119 �,,,C�pY„_,... (206) 281-8700 OLE ARCHITECT: SABEY CORPORATION 101 Elliot Avenue West • „ 4 +ti , Seattle, Washington 98119 (206) 281 -8700 DESIGN CRITERIA: CODE UNIFORM BUILDING CODE, 1994 ed. ROOF LIVE LOAD _ _ 25 PSF SNOW LOAD WIND LOAD _ - 80 MPH ZONE, EXPOSURE "C" . SEISMIC ZONE III, Z =0.3, Rw =6 t 01 D w , � V4As P pv u E ggr z 1 5 1 RECEIVED ." i� 44 C RECEIVED � . I . r r +� Nov 0 2 TUKWILA 1995 o ' . , PERMIT CENTER EXPIRES 09/ 12/ 'Ma 415111,0n. i • Mill Milli MI SHUTLER JOB 0>< V.) - Ao6, I —I CONSULTING imp ENGINEERS, INC SHEET NO. , / ■ OF 1300 -114th Ave SE, Suite 250 CALCULATED BY DATE Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 • 1, / • FAX 450.4076 SCALE i " /00 • U S o ® >i - —r--- ._....... . __._ _. _.._._ ,be , . . ; ..... _,____ „,- ..,...-4 24- ... . .., it. , . <-3 , , , ,..... .....r crew. ■■■• awn.. we.. ...wow. ,■.. moon. ...Nam.. •••■■••• T . -. _ 7 .... ....._, — /.1. i __ . .. ..._ .. . _ .._ ..... t _ ___.._..._..._...._ n I _ ... .... .. . . ,. _ ...w..._ ._, __.... I ........ _ _..._..__ _ .. I . _ . _.:— �. .. ..t... ... .. • Q _..... _.. '.2 . �C .I ...... �-� �... • _....1.._.. -- i V., ti %-..1 "' 1 :S • I � � �� I _...._. ... ....... ......... ........ ....... ........ _. ....... _.I ..._- -•- .t, I , • .. .___. I- ._.___.__.. ._r_._r.•r_.,.._ - .___.._ w__.___.�«r__._ •_..._ 1 -_ ____-_�r__ ____. -- 41 I ....... .,,.r.Y . +h�•t..;:• d+ :xv..' x........a.a.r..... .. ,.... ............ Yawvsvc+! A.A...11.mm:.n.•n,, ,. . ..._....... ... ,.._ ... ... .. . . 4.111 MO -- — SHUTLER roe GX Mall CONSULTING p • ., ��� ENGINEERS, INC SHEET NO �~ of 1300 -1141h Ave SE, Suite 250 CALCULATED BY k2-C/1 DATE /0 - //- * S !� Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE • _... _._....... _...'...! ei,..l / /eI / .0) ... 0 . oce :( • __.._ ' .. U _'._ �I 6_.._ ' = a'� <6.1 -1Y s ' / j )(150 - /5'�� �� � 0 0 (0.1J5V; - do ,. 7 . . 0 %, ( o,i0V y.as%i0 \ r !/ �e> = ,,N G�• . • . . . . . . s . . , . . , . . . . . . . . . . . . . . . . . . .. . , . . • , . . . , • • . , . . . . . . . . . • . • . . . ,. }....."{1{4, .. Id.,' +' .. . ...................,....... , . . . .... - . . • Ir /11111111 M SHUTLER JOB 6)11-0a) Mall CONSULTING le j ,.. 5 • . LL ENGINEERS, INC SHEET NO. OF ■7U1 /6 • //- Y6 - 1300-1141h Ave SE, Suite 250 CALCULATED BY DATE Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE , , • . .. . . . .. . . . . " et'at I ". . /,0 if,(14. im-r/od : . : . ..._ . , _______. .........:, . . . . .. .. . . .. . .... . . ... . . ,. .. , i : _,........__.. : . . . . .. . . ... .............._..... ....... ... .... .. -74 . , . ; . . --- • • 10-0 . . _ .. ... ........„. . . - —•-3,-o . . - g II ''... -.. #. . • . • - -. / 011 . il i . "... ' .. ' .. . . . - .• i 3 1 . • - 40 k. 0141 t. o 10 . i I 4 I A' (1) . ,‘,21,0 ilr . al' loo) = It. • ..... . . . . . _ ... _ .. . . . .. ___. ... . . .. _ . ,p44, . i _ . . - • •• .3fr • 1 • Pde, . .. . : . : . ' . . . . . • . _ . . . . . . __ . . • • ...--.. , . $ g .. . ,. .., ., .. . ,. . . ,......... ,..,, 0 1= .to MIN . ) 0 . ............ i; 0 • . . . . f • . . .. 1-trl- . . . . . , ..., . .. .:y • ! K--/• I 4 DIAPHRAGM NAILING SCHEDULE. NAIL SPACING ALONG • NAIL SPACING AT MARK CONTINUOU6 IIOTHEI2 PANEL EDGES ' PANEL P.17G�,5 • ® G� N X11 / / /� 4 � . ‘ I, 1 . 3P 4 �.. +` + �� ' �� • • 4" 4j, • rWillit44 •�O��• *** - : , "ii ' 4 • Ware 65 : I.) ALL NAILS TO P.. IOd COMMON (14E x 2 MIfJII 1UP°1 LENGTH). pr( 2) PROVIDE Iced a I2 "% ALONG INTERMEDIATE FRAMING ' MEMBERS. NA 3) PROVIDE 2.. ROWS IOd C-'' .5 "% AT DIAPHRAGM 15OUNAARIE6. }).PROVIDE 5x4 D.F 2 STIFFENERS AT ALL PLYWOOD !� EDGES IN MARK (. . @ . -4Dal id , C ? 0 . (f• DI - N r \ i 3,43:: - 0 c A\\ C NoLve 01010, . sh . BOUNDARY e . RC 1 / NAILING , I I n I .s, I I ... • :::: s: :i 0 • lidliliiiiii:INKIPI 4 t 0 A i Ll AR Y I pouND I NAIL' i..1 I u ; 1,1 e o 0 4 2 \%4• ® 0 1 \ I r A\_\,.._ 1 I 0 no. E H n N BUILIDING ONE P ROOF NAILING I2IAG� chet I" _ '1 OO' 0 date 1 IMMANIM SHUTLER roe Oxeou1 !U CONSULTING A /- iiiiiW ENGINEERS, INC SHEET NO. OF 1300 -114th Ave SE, Suite 250 CALCULATED BY \.2...6/1 DATE / - / / -/ � Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE K Merit % 1 / , OF 0,40 tl4 ...._._._ ............ _ �Q PO* It Ol.t4 -et t6 , ry , ' 4 11,r = a g,�` ( .1') 4 .�c. Slo (j') "/y - /40 400 . . • 7 = 41.ar - !, (P? ,(J ,- ;,ff,444 _ 4/7,t/3) c / 3l.� 9 d .;) : ...)013 (E) i r l8 , , i/b o = �d loo 't s „ (,c1) 1,77 Joe, - /150 � (� 4,/^ / /1- /LI' d //‘'k4, /o (4) 0 ,e _ 1 .V 3 Of //ow = l+/(9o)(/' 1,,I,V/s * ,p - leap c S'(fv = ,a1yki 4 .- () 5'l,,'i5 A ,' /ow • )11 r (e , _ (,v) ,Irr'des, : 5o(ti.> /, 331 = lo * ,j /o -(0) A05 i faga) : -- $(#Y50 : 3400 of , L - 0 fyg eovr . A /kw = dia/0 a7 % .1.71% (.y , ,N ppoo p b of fauxy A,c . ; 0) d8v3 ( i '' w/ 14. c -iao) 1 111111MlM SHUTLER JOB DX 00u) _* CONSULTING j� ' /- 40 � � ENGINEERS, INC SHEET NO OF 1300 -114th Ave SE, Suite 250 CALCULATED BY \7tr ff � DATE AO' //- / • Bellevue, WA 98004 CHECKED BY DATE' (206) 450.4075 FAX 450.4076 SCALE • - __- ._ e :: / &'( 5 % ) �y8� (E) IUi k ig u /lbw'_ ti/WPU ' .a P /11,0= 10,450) _ of _ (E' ilk 0 (ACN „9 w/ r . �, . 0. /k/ (I m+/1,. Allow = ,..)(1e - iP19ti (,j `) (Al) /2 ire '/ a/ Ka - ' tti ' . • Pa //b 1.0 t 5 (.1,1 ;)(1 991 f t , , / , 0 - , rye ,e0 7 : J1l P41'(4)1)/ (p&fi (g) 6' l f 1 )14 /h t iiCQo'" V : 413+1•11 (�4% > >// /[o _ ,3 g(Q ' ' ,< s7,5 '- o,�c c. �Aii./A)i 'C14 ti h/ "% d r► .I6,k s I 34/9 (60 /) / /dN' c x.71 �'P5 b - oNt „ A144 . .CAVE d Sreria Av /r110a14(. • (p'' 0 ,k (JrfritP 6,4i . _ I ®_ SHUTLER dDe 0$ 00U ®■ CONSULTING 9 ). 7. • ��� ENGINEERS, INC SHEET NO OF 1300 - 114th Ave SE, Suite 250 CALCULATED BY N'C # DATE / 0 ' //— 9 Bellevue, WA 98004 CHECKED BY DATE (206)450.4075 FAX 450.4076 SCALE ��" /416, — 1,0,44,1- 1,0,44,1- 14y ____ 4 ,,c,l0 0'k ? .-._ .... o�, .. _ ._ ....;.. Ig/u!L .: co- P1 ( 4( '1 iNr�E�'loi ki, = P x 1/.s = .15 y Uurrca? Y1 : a 40649i Cvi Fib' r til . -a• • i � () ii1FFtt,t/te - .. q' (,551/ c �J /(J A.t►Y = '��y " ls ' ) 4 t)o i (5") Id- _.. 1 (g) d ,( id 6 Preot iv/ �J - J /( AM ' n • Y / A = 0. m [' 5'( aa ) � 'J h50)] <3'� A /kw r / ( / .ti) is V11 r. /I'.eo ) = WI xi ' 4042 (,t14/0) Gfi /', AL& _ / I , /AZ ,ol • (g1 . 1i' /.. ./ Qa to iv/ /$ - .c,/ /(p ('(4 d Co,u N.ce4>> . 'allow .-- 1 (/v41)( is 31 . r m )19 8 .. :. - A�a ('ic (a wl G f�a//o& z . r9 5 # .,9 4/- f!'�5 <E1 1 ti't _ : , 4/y58 A,/6w: 4/(W • 3/M w 0 li P 401-f g/4,0 /4,0 = 0 • $75 (M '% ' IA) 300 l o�ir ) 00/ / call , ' a,015 1I, a- 9* e (i " t►/ I C.'/DA . I AlIMAIMM SHUTLER Ct K 4 oJ 1111h III CONSULTING P- /_ . IMIWIN. ENGINEERS, INC SHEET NO OF CALCULATED BY ∎eki DATE /0- /`- / 1300 - 114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE . , 1' fee/ - e 12 0l� i o - --- - -_ ___-_..- .___.. .. _. __..._�... ....(4,) �.1 i q $ Q gal = 4/4/1,90 __. __ /4. .Ng.04 ✓ /lr1 - .5/av '� .. "7X _...... . _ , — .. .� 5a _.._.. _. _. .....__. ✓O " - j1.1 k. % (E) f/ Pr 3 ekkp S' oe w !p - P /4/ c6iue _ A /l�,w - (�i.iu�) - )8,,P / ('-`,-.) . t ow �mv /Au* 4 . (lt.l J t % .. a)///- P'ti/''&Ae 5 <4P)( y /51 = 1/a3 •• 400 - .51 V " 5 SY ( /0), / (pi r. PIP , (7 r ) h 6 ki ( 0 %> > // , ..) ,, j' ° 541 4 - el 5 -- 501tit. G , JApt,1,,, ... _. COX d � l ' R A N Acrnro Ky "° /c Dote k645... .- .1'1(1405 /day/ � % )i r y = 34/!, 8 � , � ,, r 4E „A„ , th1L o, t CA d i 3 7RuPv0 (41rior4c) 1 iMtI SHUTLER 0�� ®l . CONSULTING . Q � — ENGINEERS, INC SHEET NO. " /- OF 1300 -114th Ave SE, Suite 250 CALCULATED BY SJC DATE /6./00'0 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE i IV ,¢lv 11117 ;......... — - -- 3ic� _ _ - APV i . 6 t . ,.h 1.0,4V X,044[, -i S leak ,° % o c. u to (a y114,4441i4P (i) P' k/$ C� ico=o % / / /ow c ("quo _ Ada (i ) ,tit? aB,, bin i tPwoi r 414 5 Ao �U - no A/ /ow= io(y yv Creol, it , . ,= �� , ( q3kl �,� 1581 � . (4.) 7 -r . A/D / /loco - 4 14/10o .c.-____......... - 11120 (AI) 175 , V ..... � , .,.. . . .. ._.._ • I AIMAINMIBIN SHUTLER JOe Q �� CONSULTING k' /0 INT.11111 ENGINEERS, INC SHEET NO, OF i 1300 -114th Ave SE, Suite 250 CALCULATED SY " DATE A - ii -4 Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 450-4076 SCALE 1 / 4/ gut. 1,J4w1. Ti f. . _..__.: _.. ' _.. 4 .1: ��' �a5 ., _. _. I. ( d6 i-6 - _. - WS :�i &i ,ut PSG I ! .,L, 8 y� 1 -. .. . Gc 64( . gi , , ... 5 ,./A41.d4.4 : . . 1._ y' (.1.6.5.06) t I, -. - . . . . - . (e) w)Ily•' 44 .rQRO w/ 1- A1ilp b,V.," 3 A , 4) g '" 93) It A0 T u g ' ( „ 544 /, \ Py 4., ( a $sue„ 1 - aa8o _ O ,) It/ ,r i.) (,A Ai 41 &/ I"! A P � /ktv = �y(iz/�l 3�1 ' ,2lvai /tom (d4w) L / 4 , f / /acv = / do # • 1 • • • MM SHUTLER SOB OA'00a3 _II CONSULTING )_ // • • ®IMPS ENGINEERS, INC SHEET NO. OF i 1300 -114th Ave SE, Suite 250 CALCULATED BY DATE /U� N i 5 Bellevue, WA 96004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE (,E) itc 31, gt //ow = $l- 01 /10 54 = 4/040 ?f45 be " .5 ' (•Vd t5 ) = 16.10 a,6 (e) 1g'hi,/ 3 "44cNS�� w /'. �,ryh�M )_ reuy _ _ t- eqo 1000V Vili-14* (M) ft P it/ ' . 3 " 444 ia w/ lo- 0 /y /Ii4 k . .... ._. .,7 ( 9 /1( �l3 ")�0ile w ,4'.i' �, 031 t ��, 3� , (a / s ) Ast,i� = yak ��' /,� = •50 • (e) , r it , g / / ) : / 04 =. V = We ( /.$)>/ir � = 0 A� 4 38✓ o,t) A Al4i1,4.) Cea�c , I :. .. .. .... .. .: ... .. r .. :..: �..... '. �.: ,.::�. .:: '.. ...:.: ...v..........,........«.�. —._. .........w..... r....r.. ..... A. ,. .•'F. n..,.v. ,n. st .f). .:. .,.7 <.t _. ..._.... ... .. .. .. .. .. ..,... ................._...._.. IM SHUTLER JOB Ux Man CONSULTING a • . ENGINEERS, INC SHEET NO. � " OF 1300 - 114th Ave SE, Suite 250 CALCULATED BY �C/f DATE /0-id -g� Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE i Ja a•{ euo,u,c.. /5.411 %1 rte. 0u'►�iQ _.Y _..._......__ :.....iG'e 0i40,464r5N! r. 1 440,0 441(4 I ill itA ■ (v iy, Ftk�k+e - q' °/ e,,) _ p ly (E) s'% / 2i / Ade, .✓ _ /c)CQO 4 . Ga4.ck ''v0 fl, A6 w MI = i ......-_____ _ ..... AL .... _.... CI VG : 0 Jrr de a't re D • e5(arY 4%1°' a / 6 ° „0/ (4)) 4k,"44 Ae vBnJG•- • ✓' , i,et43 = ' (an 4 / 4 h ) = /(p l y to /dab (g) Grr �.4, p /vw = X150 1 ®AIM SHUTLER J08 OX Ma. _ CONSULTING X- /_ / 3 �® _ ENGINEERS, INC SHEET NO OF 1300 -114th Ave SE, Suite 250 CALCULATED BY DATE Bellevue, WA 98094 CHECKED BY DATE (206) 450.4075 " y� ` FAX 450 -4076 SCALE ' A/ -6 3$ - - • 1:::=[. . • cy ... . . . . . . . ... .. • . a S..' w s I ` ■ c. . i • , .• ' ' . _ . . . .. .........._._...__.__ ..._. ......_.-- - - - -7. '4. .... - -. .__ - ', -_._t- . . . .... . . _..._ _. • .... _ __ . • ._ . ..... • e . • ..e... . . --,... • • . . • . •. • I M SHUTLER rOB 0X�Du- Mall CONSULTING /_ /V • • 11W11111 ENGINEERS, INC SHEET NO. ,1 OF 1300 -114th Ave SE, Suite 250 CALCULATED BY �Cn DATE /0-/60-1 o Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE f 0'l L4 ... _ 1,1)4+t, - / - 14 e 4 . • - __ ... -- • } 35.413 � , RD 4r7wrt ._ ... _... _ k/ t.)a -ail i' 6 _k/44 te l x r ,5 = M _ . , . , , 1' (� ) d' /y I. i K I.? 44 Altai ,a)/ /0 - it/ /40 A /kW = /o (,.+/x / = 1182 0 =' /41y% . .... V = , -ia,ti-., ( / t/ _ deoo ��, i,t/rift,. I /1.(. -, alb , U k' .... rt- C id se Jo . 4 td /' + 1 - b - dd 9 S /d1 1K 4 = /,dl " r7 �wyo I gIMIIIIIII SHUTLER JOB O•00 1111111111111 CONSULTING R )- /..5 - �� ENGINEERS, INC SHEET NO A OF G 1300 -114th Ave SE, Suite 250 CALCULATED BY \7C/1 DATE /e ‘e:0; -5S Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE _.. .i_ 1, y e 3 (.1�.il..D�i�SI ' v :. pi /0qt IL, , C .f. i .,......_..__ '. .5 !/allow '` v Q (di / 1 ' lit c)1/ 7G / /vv. Va Ilacd ".10 /1 • i AEI ®. SHUTLER JOe 0X *t-L) ' itee, e,'/.3 ®■ CONSULTING ,e-.19-/ - � - ENGINEERS, INC SHEET NO OF 1300 -114th Ave SE, Suite 250 CALCULATED By DATE Bellevue, WA 98004 CHECKED BY LATE (206) 450.4075 • i FAX 450.4076 SCALE U I / • 0 0 . , 1 I Y ' J6b- 1 D • ' I i [3647 [36-'67 Zvtl -i) I. ___ I I I I I 1 1 M M . i G dg a- VW-44 P, o .. Jxk1 4< STrF 1 __...__. o I 11 GO/ Comla ) ,� - ................ h I I I .. ... ....._ ____ I 1.1.1 404. .... - ..._ o Pt' I 11/ , I ME h I r - C3 4 -y7 - L �� -a� • I _ I is son' I I I tO6g31i •• - -1.1 as I • t��-a _. � � _ ' .P�!� - -1 - -__.:- — -- _ • r 441 "PN r: i . _® • SHUTLER JOB UX$O r.(J ®ll • - CONSULTING �8 ,a - � _ ENGINEERS, INC 6HEET NO OF 1300 -114th Ave SE, Suite 250 CALCULATED BY U DATE 10 .• // Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 - BCALE . a. ),�r9 G,) 4, 0 ; .- �U,u w kx' ., G „ � -_ i,/ 3 ( „ ) - 17. 04 Al. Jo , • - r. N, _... I ") ` .) 8 '' 4 yo '- , eao = G < G� � - /.1 p .. .. ^ ~._._....____ d (0,i11(9.°6"4..)1(156) - �0.3y - .. . , ' i ■ . _.. i i . . - • . . . ... ., , -.,. __.._. ....__. - ""__ - MIMI=MN SHUTLER SOB Og.10f� 11111111k II CONSULTING g -di- 3 • - 11111, ENGINEERS, INC SHEET NO OF e 1300 -114th Ave SE, Suite 250 CALCULATED BY \7e// /0 /U - �9' 95 Bellevue, WA 99004 CHECKED BY • DATE (206) 450 -4075 FAX 450-4076 SCALE wall elevations go * /1'' rieca ER.I✓ LXATIO r- • II 640O4 • 11 ' cIZANI`. ® t'IECIi. UNIT 1 1 RUNWAY PLU 5 797* TARGET STOP 1 HATCHLINE 00 22 Io NAIL SPACING ALONG CONTINUOUS PANEL EDGES 24 1G' NOTES: I) ALL NAILS TO BE IUd COMt1ON 04E1195 x 2%"1111•111-101 LENGTH) 2) PIOYIDE IOd € It*, ALONG INTERMEDIATE FRAMING ri .M 5E17.5. b) PROVIDE 2 ROWS IOd a 5119, AT DIAPHRAGM BOUNDARIES. 4) rKoVI DE 5x4 des 2 STIFFENE1.3 AT ALL PLYWOOD F,D&ES IN MARK 12 WILDING . "W SOOF IiAIL(NG DIAGRAM I. = I0O' I MIMI — SHUTLER SOB 0 )1 * Mall CONSULTING ' .0 e- 5 11W1111•111M ENGINEERS, INC SHEET NO OF 3 C� CALCULATED BY , /eN DATE /U 1 - " 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE wall ties truss epoxy bolt . SIM 11101 SHUTLER JOB OV*W CONSULTING �0,0 • ��NM ENGINEERS, INC SHEET HO. OF !f 1300 -114th Ave SE, Suite 250 CALCULATED BY Uf^H DATE /U �� ' Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450 -4076 SCALE cross ties top plate wall ties stiffener stiffener cross ties strong backs grid a grid j grid m grid m SHUTLER CONSULTING ENGINEERS, INC. Title : vXI er-GU 1300 - 114th Ave S.E. Scope : , Suite 250 Amber: U•J" / -••/ Bellevue, Washitgton 98004 . Nisc : (206) 450-4075 Dsagr : zrG /.F Date:20-Oct -95 STEEL COLUMN DESIGN Page DESCRIPTION )) Grid M - Right strotgback at 8' -0' Opetlmg )) --- -- - - -- COLUMN DATA ---- ---- -- DESIGN DATA ------ - -- - -- AIR SECTION ))TS6x6x3/16 Fy = 46 ksi TOTAL COLUMN NT. = 21 ft LOAD DURATION (ACTOR = 1.33 COMBINE LL & ST ? M /a SUPPORT FIXITY -- -)) 1 (( i=PIVPin, 2 =Fix /Fix, 3aPis /Fix SIDESWAY • 1:Restrained, 0:Free 4=Fix /Pit, 5=Fix /Free X-X AXIS 1 (Bottom /Top) Y -Y AXIS = 1 4MBRACED LENGTHS: EFFECTIVE•LENGTH fACTORS: X -X AXIS •• • 21 ft X -X AXIS = I Y -Y AXIS = 21 ft Y -Y AXIS it 1 ------ APPLIED LOADS AXIAL SWUM = 5.5 kips ECC. for X -X MOMENTS = is ' LIVE LOAD . = kips Y-Y = is ' SHORT TERM = kips Dead Live Short SLoc Eloc X-X AXIS MOMENTS: TOP - k BOTTOM = k - BIM ENDS = ft Y -Y AXIS MOMENTS: TOP = 1.38 k BOTTOM = k BTWN ENDS = ft POINT LOADS: (k) X -X = ft Y -Y ft UNIFORM: (k /ft) X-X = 0.173 21 ft Y -Y = ft _...�..._---- -------- - - - - -- SUMMARY ---- - » - - -- USE : TS6X6X3/16, Max Stress Ratio = 0.50 Load Comb...)) Dead Live DfL DL+ST Formula 1.6 - 1a = OK Formula 1.6 - lb = OX Formula 1.6 - 2 = 0.175 0.175 0.496 DK Actual i Allowable Stresses... Fa : Allowable = 13.02 13.02 13.02 17.31 ksi fa : Actual = 1.29 1.29 1.29 ksi Fb:xx : Allow (1.6 -1a) = 27.60 27.60 27.60 36.71 ksi • ' (1.6-lb 6 1.6 -2) = 27.60 27.60 27.60 36.71 ksi fb:xx Actual 14.43 ksi Fb:yy : Allow (1.6 -1a) = 27:60 27.60 27.60 36.71 ksi ' (1.6-lb & 1.6 -2) = 27.60 27.60 27.60 36.71 ksi fb :yy Actual = 2.09 2.09 2.09 ksi Max X-X Axis Deflection = -1:097 in 8 10.50 ft free base Mix Y-Y Axis Deflection = -0.098 in I 12.18 ft from base STEEL SECTION DATA DEPTH = 6.00 in I -xx = 23.799 in "4 WIDTH = 6.000 is S -xx = 7.9333 is "3 FLANGE THICKNESS = 0.108 in R -xx = 2.361 in WEB THICKNESS = 0.188 in I -yy = 23.799 is "4 AREA = 4.27 Ia'2 S -yy = 7.93 ia"3 WEIGHT = 14.50 0/ft R -yy = 2.361 is ' SHUTLER CONSULTING ENGINEERS, INC. Title : 0 X c.) 1300 - 114th Ave S.E. Scope : Suite 250 .Nueber: (1) • Bellevue, Washington 98004 Alec : (206) 450 -4075 Ossgr : Date:20-Oct -95 STEEL COLUMN DESIGN Page DESCRIPTION )) Grid M -Left strosgback at 8'-O' Opening )) COLUMN DATA - --- --- --- ---- DESIGN DATA AISC SECTION ------ ))TS6x6x3 /16 Fy = 46 ksi TOTAL COLUMN HT. = 21 ft LOAD DURATION FACTOR .= 1.33 •COMBINE LL i ST ? N yin SUPPORT FIXITY - - -)) 1 (( 14i1/Pis, 2 =Fix /Fix, 3 =PIn /Fix SIDEWAY 1:Restrained, 0:Free 4=Fix /Pis, 5 =Fix /Free X-X AXIS c 1 (Bottos/Top) Y -Y AXIS = 1 .UHBRACED LENGTHS: EFFECTIVE LENGTH FACTORS: X -X AXIS = 21 ft X -X AXIS z 1 Y -Y AXIS = 21 ft Y -Y AXIS z 1 ----- APPLIED LOADS ---------- ----- _�____.._._ AXIAL DEAD LOAD = 18.72 kips ECC. for X -X MOMENTS = in ' LIVE LOAD = kips ' ' Y -Y ' in ' SHORT TERM = kips Dead Live Short SLoc ELoc X-X AXIS MOMENTS: TOP = k -ft BOTTOM = k -ft BTWN ENDS = ft Y -Y AXIS MOMENTS: TOP = 4.68 k-ft BOTTOM = k-ft INN ENDS = ft POINT LOADS: (k) X -X = ft Y-Y = ft UNIFORM: (k /ft) X -X = 0.051 21 ft Y -Y = ft ----- SUMMARY ------------------ -• - - -- USE : TS6X6X3 /16, Max Stress Ratio = 0.57 Load Coab...)) Dead Live D4L DLCST Formula 1.6 - la = 0.568 0.568 0.495 OX Formula 1.6 - lb = 0.415 0.415 0.352 OK Formula 1.6 - 2 = OK Actual & Allowable Stresses... Fa : Allowable = 13.02 13.02 13.02 17.31 ksi fa : Actual = 4.38 4.38 4.38 ksi Fb :xx : Allow (1.6-1a) = 27.60 27.60 27.60 36.71 ksi ' • (1.6 -1b & 1.6 -2] = 27.60 27.60 27.60 36.71 ksi fb:xx Actual 4.25 ksi Fb :yy : Allow (1.6 -1e] = 27.60 27.60 27.60 36.71 1.1 ▪ ' (1.6-lb & 1.6-2] = 27.60 27.60 27.60 36.71 ksi fb:yy Actual = 7.08 7.08 7.08 ksi Max X -X Axis Deflection = -0.323 is 0 10.50 ft free base Max Y -Y Axis Deflection = -0.331 is 4 12.18 ft frog base STEEL SECTION DATA - ---- - - - °-- DEPTH = 6.00 is I -xx = 23.799 is "4 WIDTH = 6.000 is S-xz = 7.9333 is "3 FLANGE THICKNESS = 0.118 is R-xx = 2.361 is WEB THICKNESS = 0.188 in I -yy = 23.799 in "4 AREA = 4.27 is "2 S -yy = 7.93 Is "3 WEIGHT = 14.50 1 /ft RIY = 2.361 is pair doors grid 1 grid 1 drawings • 3 SHUTLER CONSULTING ENGINEERS Job Cx Structural Engineers Sheet No. (u I 1 'J 1300 -114th Ave S.E., Suite 250 Calculated by ..VC/1 Bellevue, Washington 98004 Checked by (206) 450 -4075 Date Tilt -up Wall Design -- P -Delta effects per section 2416(1), '91 USC DESCRIPTION: Grid 1 - New 6' -4' opening ass DESIGN CRITERIA toss* ts:u ss ssssus *s* ** :ne*n :*sss*s*a*ttes*s Fy of Steel = 60000 psi. Pc of Concrete = 3000 psi. 4114 p j'/q ) Percent of live load to combine with wind load = 100 t ✓(1 ; ) Percent of live load to combine with seismic load - 100 t 1 Parapet height = '16.50 ft. Design height, distance between supports = 14.50 ft. 'y k 1 Width of wall for design = 24.00 in. gld 541 (o•'�s) = ' X03 Tributary width for wall dead load = 5.17 ft. , ./t//3 1 Fixity coefficient = 1.00 Eccentricity, distance from center of wall to load = 0.00 in. Wall thickness for weight calculations = 6.25 in. w.' 1 Wall thickness for design calculations = 6.25 in. 6, 0 ' (G .0 i58 = (POST/ > Depth to centroid of steel = 3.13 in. „ (0.03) 35 b ', Gross moment of inertia = 488.28 in. "4 /1,1 u. Modulus of rupture (5 t f'c ".5 ) = 273.86 psi. Modulus of Elasticity ( Concrete ) = 3122.02 ksi. n =Es /Ec = 9.29 tD ,pi'(G.iyt) Cracking Moment = 42.79 in. -k �� _ 0.2,3/ Delta Cracked 0.09 in. �X�g�'� = ( G g Steel ratio (As / ( b * d )) = 0.0052 Maximum allowed steel ratio (.6 * Rho - balanced ) = 0.0128 Total load on design section = 15478.77 lbs. Actual axial stress (( Pw + Po ) / Net Area ) = 103.19 psi. Allowable axial stress ( .04 s f'c ) = 120.00 psi. ass DESIGN DATA sstt*t assts* nstn* ssensnsstssessss*sstssnnsssssss Vertical loads ( Service Loads, Unfactored ) Applied dead load = 2.138 Kips Wall dead load = 9.593 Kips Applied live load = 3.748 Kips Applied Moments ( Service Loads, Unfactored ) Top Mid- height Dead load moment = 0.08 Ft. -k ) Dead load moment = 0.00 Ft. -k . Live load moment = 0.18 Ft. -k ) Live load moment = 0.00 Ft. -k Wind moment = 0.00 Ft. -k ) Wind moment = 2,83 Ft. Seismic moment = 0.00 Ft. -k ) Seismic moment = 2:89 Ft. -k Bar size = 4 ) Bar spacing 12 in. o.c. As = 0.196 in. "2 As 0.393 in. "2 / b --- DESIGN SUMMARY -° Axial stress is less than allowable axial stress. O.K. I! Area of steel is less than .6 * Rho balanced. O.K. !! Service load defl. is less than Ht. /150 for all cases. O.K. !! Mu exceeds Phi Mn N.G. !! pukt4ree01 5% ! 1 SMILER COMSULTING ENGINEERS Job U Xuu) Structural Engineers Sheet No. /P 1300 -114th Ave S.E., Suite 250 Calculated by :7"0. Bellevue, Washington 98004 Checked by (206) 450 -4075 Date CASE IA t U = 1.4 s D.L. + 1.7 $ L.L. (No P- delta) Ps = 15479 lbs. a = 0.538 in. . 1. Pu = 9365 lbs. c = 0.633 in. As' = 0.55 ia. "2 Ms = 3.08 k -in Phi = 0.858 Mu = 4.95 k -in Icr = 33.69 la. "4 Phi * Mn = 410.72 k -in Service Defl = N.A. in. Delta n = N.A. in. CASE I8 t U = 1.4 * D.L. + 1.7 * L.L. (w/ P -delta at Mid-ht) Ps 15479 lbs. a = 0.757 in, Pu = 22795 lbs. c = 0.091 in. ` As' = 0.77 in. "2 Ma 1.59 k-in Phi 0.799 Mu = 73,15 k -in Icr = 41.47 in. "4 Phi * Mn = - iD1.68 k -in Service Defl = 0,00 is. Delta a = 3.10 in. CASE II * U =.75(1.4$D.L. I 1.7 :L.1. + 1.7 =Wind)( 100 % live load ) Pa = 15479 lbs. a = 0.664 in. Pu = 17096 lbs. c : 0.782 in. As' = 0.68 in. "2 Ms = 36.68 k -in c Phi = 0.824 Nu = 96.24 k -in D 5 = �' g ok Icr = 38.39 in. "4 Phi * Mn = 93.57 k -in Service Defl = 0.08 in. Delta n = 2.99 in. CASE III U =. 75( 1 .4$D.L. +1.7$L.L. +1.87*Seisuic)( 100 % live load ) Ps = 15479 lbs. a = 0.664 in. Pu = 17096 lbs. c , = 0.782 in. As' = 0.68 in. "2 Ms = 31.22 k-in Phi = 0.824 Mu . = 93.17'k -in Icr = 38.39 in. "4 Phi $ Mn = 93.57 k -in Service Defl = 0.06 in. Delta n = 2.99 it. CASE IV U = 0.9:0.1. + 1.3 $ Wind Load ( No Live Load ) Pa = 11731 lbs. a = 0.558 is. Pu = 10558 lbs. c 0.656 in. As' = 0.57 in. "2 Ms = 35.31 k -in Phi = 0.853 Mu a 74,65 k -in Icr = 34.46 in. "4 Phi $ Nn = '82.84 k -in . Service Defl = 0.07 in. Delta n = 2.85 in. CASE V U = 0.9 :D.L. + 1.1 * 1.3 * Seismic Load ( No Live Load ) P8 = 11731 lbs. a , = 0.558 in. Pu = 10558 lbs. c = 0.656 in. As' = 0.57 in. "2 Ms = 29.90 k -in Phi = 0.853 Mu = 71,511-ia Icr = 34.46 in. "4 Phi $ Mn . i 42.84 k -in . Service Defl = 0.06 in. Delta a i 2.85 in. • SHUTLER CONSULTING ENGINEERS Job UXiou) Structural Engineers Sheet No. /Y-• / /0 1300 -114th Ave S.E., Suite 250 Calculated by .1C/ Bellevue, Washington 98004 Checked by (206) 450-4075 Date Tilt -up Wall Design -- P -Delta effects per section 2416(1), '91 UBC DESCRIPTION: Grid 1 - New 3'-4' opening us DESIGN CRITERIA sasss sas ssususssuusassssuusssuususssass Fy of Steel = 60000 psi. f'c of Concrete = 3000 psi. i ) Percent of live load to combine with wind load 100 t �e/� 11* Oda : �•(o Percent of live load to combine with seismic load = 100 t ) Parapet height = 16.50 ft. Design height, distance between supports = 14.50 ft. ) Width of wall for design = 12.00 in. po = .141 (0 • Ml'J) = /' /ot/ ) Tributary width for wall dead load ft. a , 1N) �� /� �<P > Fixity coefficient 1.00 ) Eccentricity, distance from center of wall to load = 0.00 In. ) Wall thickness for weight calculations = 6.25 In. Wall thickness for design calculations = 6.25 in. t ,9,(// (U , u i ✓'' -`d) 0•61/t) Depth to centroid of steel - 3.13 In. Moe, tt Gross moment of inertia = 244.14 in. "4 �� I. (D D 3 3y) = 0' Modulus of rupture (5 s f'c ".5 ) = 273.86 psi. Modulus of Elasticity ( Concrete ) = 3122.02 ksi. n = Es / Ec = 9.29 e./ „ g( Cracking Moment = 21.40 In. - „�� ?'(0' 51/ 1' Delta Cracked = 0.09 in. Steel ratio (As / ( b s d )) = 0.0052 " ( 'V'. " / "d Maximum allowed steel ratio (.6 s Rho - balanced ) = 0.0128 Glh'ct e Total load on design section = 7994.10 lbs. Actual axial stress (( Pw t Po ) / Net Area ) = 106.59 psi. Allowable axial stress ( .04 s f'c ) = 120.00 psi. ass DESIGN DATA s ss ass usas: ssss asssasauaa asssuussutuaataasesssas Vertical loads ( Service Loads, Unfactored ) ) Applied dead load = 1.104 Kips Wall dead load = 4.954 Kips Applied live load = 1.936 Kips Applied Moments ( Service Loads, Unfactored ) Top Mid- height Dead load moment = 0.04 Ft. -k ) Dead load moment = 0.00 Ft. -k Live load moment = 0.09 Ft. -k ) Live load moment = 0.00 Ft.-k Wind moment = 0.00 Ft. -k ) Wind moment = 1.46 Ft. -k Seismic moment = 0.00 Ft. -k ) Seismic moment = 1.23 Ft. -k Bar size = 4 ) Bar spacing 12 in. o.c. As = 0.196 In."? As 0.196 in. "2 / b I - -- DESIGN SUMMARY Axial stress is less than allowable axial stress. O.K. !! Area of steel is less than .6 s Rho balanced. O.K. !! Service load defl. Is leas than Ht. /150 for all cases. O.K. !! Nu exceeds Phi s Mn N.G. !! ovtiOre» : Ole 1 SHUTLER CONSULTING ENGINEERS Job ( 0e, Structural Engineers Sheet No. /» - // 1300-114th Ave S.E., Suite 250 Calculated by ,7C/J Bellevue, Washington 98004 Checked by (206) 450 -4075 Date CASE IA * U = 1.4 $ D.L. t 1.7 $ L.L. (No P-delta) Pa = 7994 lbs. a = 0.543 in. Pu = 4837 lbs. c = 0.639 in. As' = 0.28 In. "2 Ns = 1.58 k -in Phi = 0.857 Nu = 2)4 k -in Icr = 16.94 in. "4 Phi $ Mn = 40.64 k -in Service Defl = M.A. In. Delta n = N.A. in. CASE I8 : U = 1.4 $ D.L. t 1.7 * L.L. (w/ P -delta at Mid -ht) Ps = 7994 lbs. a = 0.770 in. Pu = 11773 lbs. c - 0.906 In. As' = 0.39 in. "2 Na - 0.82 k -in Phi = 0.795 Mu = 37 41-in Icr = 20.93 in. "4 Phi $ Nn = .5I 33 k -In Service Defl = 0.00 In. Delta n - 3.11 In. CASE II * U =.75(1.4$D.L. + 1.7 *L.L. t 1.7 :Wind)( 100 t live load ) Ps = 7994 lbs. a - 0.674 in. Pu is 8829 lbs. c = 0.792 In. As' = 0.34 in. "2 Ms = 18.94 k -in Phi = 0.822 Nu = 49.78 k -in v : 5 Icr = 19.35 in. "4 Phi a Mn = 47.21 k-in Service Defl = 0.08 in. Delta n - 3.00 in. CASE III U =.75(1.4:D.L.t1.7 *L.L.41.87 *Seismic)( 100 5 live load ) Ps = 7994 lbs. a - 0.674 in. Pu = 8829 lbs. c = 0.792 in. As' = 0.34 in. "2 Ns = 16.08 k -In p Phi = 0.822 Nu 48.14 k -IA o5 : /, 9 fo / Icr = 19.35 in. "4 Phi * Mn = 47.21 k-in Service Defl = 0.07 in. Delta a = 3.00 in. CASE IV U = 0.91D.L. t 1.3 * Wind Load ( No Live Load ) Ps = 6058 lbs. a = 0.563 in. Pu = 5452 lbs. c = 0.663 In. As' = 0.29 in. "2 Ns = 18.23 k -in Phi = 0.852 Nu = 38.57 k -in Icr = 17.34 in. "4 Phi $ Mn = 41.73 k -in Service Defl = 0.08 in. Delta a = 2.85 In. CASE V U = 0,9sD.L. + 1.1 t 1.3 * Seismic Load ( No Live Load ) Pa = 6058 lbs. a = 0.563 In. Pu = 5452 lbs. c = 0.663 in. As' = 0.29 in. "2 Ms = 15.40 k -in Phi = 0.852 Mu - 36.90 k -in Icr = 17.34 in. "4 Phi $ Mn = 41.73 k-in Service Defl = 0.06 in. Delta n = 2.85 in. 1 J. SHUTLER JOB ex4o( � I CONSULTING . V - I- / . ®�� ENGINEERS, INC SHEET NO OF CALCULATED BY •?/ ` tii DATE /0 S'"_ *1/ 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450 -4076 SCALE b 30 l he" • . _: _ . . . ... _. . .... Cleo I► ® %)6 .. �s: 0,5 { S di 5 3) 6 ,, 4)1 5 k /i t,,,If - - �� y k, l� , ,i *,-( ) 4 , 11 , a! $ r r b �, ` =� 3.y,i y lo=o �'�8 _ � � . .. d, � / � ;BSc .. ___ ___. 4 z ,I 3 5 '/ e7 (- //5 / L ; , A, iP I 7Fe //V . & :. .(/' t h,')(.//iyv) - /ha ;u .T : /Coit' = U k/1 ,1 4 = .5. J ` - / , 5 k • 27 `.& At /5' aee • .. .. ..... ..... .r .r. .... ... ... . : .. s. ..: i- ..r.- ...f '. ».,._..f..., �•: .,n>n5 >,U YnY1 .ti�. .rr.•r.ww • —RION SHUTLER JOB 6 X6.0W S ® CONSULTING W.. /. /3 ®�� ENGINEERS, INC SHEET NO. � OF • 1300 - 114th Ave SE, Suite 250 CALCULATED BY u�^ DATE �D ��`� - '�� r Bellevue, WA 98004 CHECKED SY DATE 0 • (206) 450.4075 FAX 450.4076 SCALE • G , /9 y k/, 50 ,0 , ,.. ,re .... . . u" b)/• 50 4 _ ' /111P1 L CNL'c-CIG 1.10 3 (4 _ /40 d5' 1 , .. L- c/_ � � /�- 0./d5 ew = 6 'd b k 4, : 6.51 id - rd - D t*, a u� liu, = /, /,a '� ,/ t 0 .0 S I ,IN /.r, „ o . 'c (E) 44 il p /tv /c e t uAa %U /- ce 7 ...... p.. i&� i_SDj d (,5') ' ' t d3'(;-: so)] = .1.2.l • • • • 4 . . : � 1 r p. .,�,. ..:.•■, • .. ,. . ., .41. x•;r •; :.ii v.< " rr. . rtr.,, yr• mr„:•..., ..es.R.- „...- .a,.,.•.a....... .. .wrvmrsw tvwew.- ¢::,rrr.�ar,^;r *, h�rrr.�,�:e+,•aw.<s ,... ......,...__....._._ ..... .... ......... _ ... ._. _.._._....___._........__._ • iliN ®IM SHUTLER G }OC.o JOB • IIIM® CONSULTING uJ. f. /� • �_� ENGINEERS, INC SHEET NO. OF y CALCULATED BY oeI, DATE /V - P5- yS 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE 4/1e10 /I Pj'U ,AJ . 4° ' /4/ 0 , . :0 , ki ' 1 • le ` .- ' . ' $ s ki • � __.._..._�. . _ ..- _ .. ___ = t' 3 - $... t � -iv - i 1.54 . tl - r- �i1” e7 ''/1ST atv PIP .. . . c � 0.1.4,p40' • • Sh'UTLER CONSULTING ENGINEERS Job Oxbow Structural Engineers Sheet no. Lv -/- / 5 • 1300-114th Ave S.E., Smite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450 -4075 Date 10/25/95 sass* TILT UP WALL DESIGN :asst ( Considering P -Delta effects per Section 2614(1) of the 1991 UBC ) Description Check of (E)Lea between 6'-0' & 3' -4' Openings - C.,,e'a l sun ALLOWABLE STRESSES AND DESIGN CRITERIA uses Basic wind speed ---) 80 MPH Wind exposure category (8, C or D) - --) C Open structure ( Yes or no ) ---) No Wind importance factor = 1.00 Wind load (p = Ce s Cq s Os s I) 0 - 15 ft. = 20.86 psf. p = 1.13 * 1.20 16.40 * 1.00 ) 15 - 20 ft. = 22.24 psf. p = 1.19 s 1.20 16.40 $ 1.00 ) 20 - 25 ft. = 23.42 psf. 4G : 601 ��' p = 1.23 s 1.20 16.40 s 1.00 ) 25 - 30 ft. = 24.21 psf. p = 1.31 * 1.20 16.40 $ 1.00 ) 30 - 40 ft. = 25.78 psf, r : 51) = 1.d,5 Seismic lose (1, 2A, 28, 3, or 4) - --) 3 Seismic importance factor = 1.00 Seismic load (V =1sIsCpsW) = 17.58 psf. d: m y / ; - . : y,s/ " f'c of concrete = 3000.00 psi Fy of steel = 60000.00 psi a re " Percent of live load combined with seismic = 0.00 t Parapet height, height of wall above roof. = 0 $0"feet Design height, distance between floor and roof. _ .31:00 feet ;Ae : 3 33' , Fixity coefficient 0,,85 d a ibutary width for design loads - 8..67 feet Uniform dead load on design section = 3Z5:00 I / ft. Uniform live load on design section = 625:00 I / ft. Concentrated dead load on design section = 0.00 lbs. Concentrated live load on design section = 0.00 lbs. Total dead load on design section = 3251.25 lbs. Total live load on design section = 5418.75 lbs. Additional wt. applied to wall. (ie. Stucco. ) = 0.00 paf. Eccentricity, dist from center of wall to load = 140 inches Wall thickness for weight calculations = l inches Wall thickness for design calculations = _6:25 inches Depth to centroid of steel = 4.43 inches Allowable axial stress ( .04 s f'c ) = 120.00 psi. Weight of wall = 7::13 psf. Weight of wall on design section = 8924.00 lbs. Total design load on design section = 17594.00 lbs. Actual axial stress (( Pw + Po ) / Net area ) = 58.65 psi. Steel ratio (As / ( b $ d )) = 0.0117 Maximum allowed steel ratio ( .6 s Rho - balanced ) = 0.0328 Modulus of rupture = 273.86 psi. Modulus of elasticity ( Concrete ) = 3122.02 kai. n = Es / Ec = 9.29 Cracking Moment = 85.58 in. -k Ig = 976.56 in. "4 DESIGN SUMMARY st Athlete load capacity has been met for all load cases, (Mu ( Phi t Mn ). Service load deflection exceeds allowable. (Deflection) design ht. /150) - o5 5% Area of steel ( 2.48 in "2 /ft) is less than .6 s Rho - balance ( 2.73 in 4 2 /ft). Axial stress ( 58.65 psi. ) is less than .04 * f'c ( 120.00 psi.). 1 SHUTLER CONSULTING ENGINEERS Job Oxbow Structural Engineers Sheet so. t, -40 • 1300-114th Ave S.E., Suite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450 -4075 Date 10/25/95 8 Nusber 5 Bars Results shown are for 48.00 inch wide section. CASE I -A ( U = 1.4D + 1.7L ) 1 Roof ( M = Pee -- No P a Deflection.) E Pu = 13763.63 lbs. a = 1.33 in. k, As' x 2,71 in. "2 c = 1.56 in. 1 Phi = 0.869 Ms = 8.67 is -k Icr = 267.97 in. "4 Mu = 13.76 in-k Allow. Defl. = 2.11 in. Phi * Mn = 532.26 is-k Service Defl. = N.A. in. Ult. Defl. = N.A. in. CASE I -B ( U = 1.4D + 1.7L ) 1 Mid -Ht. ( M = .Sap :e + P * Deflection.) Pu = 26257.23 lbs. a . = 1.43 in. As' - 2.92 in. "2 c = 1.68 In. l Phi 0.842 Ms = 4.61 in -k i Icr = 280.79 in. "4 Mu = 209.75 in -k Allow. Defl. = 2.11 in. Phi * Mn = 547.34 in -k Service Defl. = 0.02 in. Delta n = 7.73 in. CASE II ( U = .75 ( 1.4D + 1.7L + 1.87E ) ) with 0 t Live Load. Pu = 12784.02 lbs. a = 1.32 in. As' = 2.69 in. "2 c = 1.55 in. Phi - 0.872 Ms = 177.96 in -k Icr - 266.98 in. "4 Nu = 321.62 is-k Allow. Defl. = 2.11 is. Phi $ Mn = 530.94 in -k Service Defl. = 1.45 in. Delta n = 7.61 in. . CASE III ( U = .75 ( 1.4D + 1.7L + 1.7W)) with 50 % Live Load. Pu = 16238.47 lbs. a - 1.35 in. As' - 2.75 in. "2 c = 1.59 iv. Phi = 0.864 Ms = 236.60 in -k Icr = 270.48 in. "4 Mu - 384.55 in-k Allow. Defl. = /2.11111_ Phi s Mn = 535.50.1. -k _ o Service Defl. _ ( 2.15 0.-_____ __ .Delta s = 7.64 in. • D5 - l'$' (ii.„. CASE IV ( U = .9D + 1.43Eq ) No Live Load. Pu = 10957.73 lbs. a = 1.31 in. As' = 2.66 in. "2 c = 1.54 in. Phi = 0.876 Na = 178.08 in -k Icr = 265.14 in. "4 Nu x 311.64 is -k Allow. Defl. = 2.11 in. Phi $ Mn = 528.43 in-k Service Defl. = 1.46 in. Delta n = 7.59 in. CASE V ( U = .9D + 1.3W ) No Live Load. Pu = 10957.73 lbs. a = 1.31 in. As' = 2.66 in. "2 c = 1.54 in. Phi = 0.876 Ns = 228.65 in-k Icr = 265.14 in. "4 Mu = 346.67 in -k Allow. Defl. = 2.11 in. Phi * Ms = 528.43 is -k ' ; 1 Service Defl. = 2.09 in. Delta n 7.59 in. 1 1 1 I I� ®IM SHUTLER JOS (>Xedu-, _I CONSULTING 1�� ENGINEERS, INC SHEET NO, W" /— 11 OF • 1300 -114th Ave SE, Suite 250 CALCULATED BY � DATE /U -d 5 - s Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE 4 + _ ! l. ... ,. ............._... _ __,- ._._.. .05 =a D t05 ;06 lj , .. le 641040 6ky040 • ._._ -. -. .- . _...._._.._ _.......... --- . .6 ►. . 1? • 1�`b , ... PL _._....__. /3 ' y - o L .._. _...._._. y / • j) $ ; O O /Or/ U 1 ' .. 1X Ir 4 /41 , w = ($k4- 1l = / /,4) ,,,, 9 - 0 , /d 1 k/, = ' Nk-W L . 0/,t) 7 . .. .. .. - . -- . - .... to z ( O . P 0 %s •/. h')(,,,/,41) . .. g : T4 ,n _ _ e - 1,0 /4 - a, �d" -, �/ 45 . I 41111014111111 - SHUTLER JOB OX 641/40 1 11111k11 CONSULTING 1.0-) — /2. Illirlli.1 ENGINEERS, INC SHEET NO. OF G .5 1300 -1141h Ave SE, Suite 250 CALCULATED BY \70 DATE lG - J5 9 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE ; f _ ' _.i..... -1- -t— . _.. _._ _._ -. ✓a S3 .. i ,,, ,: , , • (;. err 7 � .__ .ago - _ 6 4 .3 .P . =7 • ' L /te ! . 1 • NODAL DATA ; Global Default Teeperature = 0.00 7leude., a 104 NODE Coordinates Boundary Restraints Node f�p �1 r i4,)0 LABEL X Y X -dof Y-dof Z -dof Teo (ft) -(0,1,2,14,K- in,radians) -- --- (F) - -- �7' 1 0 0 1 1 2 12 0 3 27 0 4 12 1 5 27 1 0 k. 6 31 1 1 M n BEAN DATA I I Beal Property End Releases Beam II Definition Label I -end ; 3 -end BEAN Length di' I -node 3 -node -or- Tag x y z ; x y z LABEL (ft) . 1 - 2 ;col a 12.000 2 - 3 ;col b 15.000 ' 4 - 5 ;pnl c 15.000 0: 5 - 6 Ipnl d 4.000 2- 4 ;conn 1 1 e 1.000 s� - • 3 - 5 ;conn 1 1 f 1.000 BEAN PROPERTIES AISC /Other; Area Inertia Elastic Wight Coef. of Fy Y -Y Property SECTION" 1 I -xx Modulus Density Therm Ex; Axis Tag PROP. LABEL; (in 4 2) (in"4) (Ksi) (K /ft 4 3) ( /100F); Flag Default 0 0.00065 36 col col 5.77 58.2 29000 pnl pnl 412 1343 3122 conn conn 5.77 58.2 29000 • BEAM DISTRIBUTED LOAD DATA BEAN ; SMag EMag SLoc Eloc ;Dir; Load Case Factors LABEL; (K /Ft, Deg F) (ft) (ft) ; ; 1 2 3 4 5 a 0.121 V 1 c 0.121 V 1 d 0.121 Y 1 • D e Q c. ©.1 G() / BEAM END FORCES ' BEAM ;load ; I Node End 3 Node End . LABEL ;Comb.; Axial Shear Moment Axial Shear Moment A ►( ) 04 to A a /'' (K) (K)-- - -(K -f t) - -- - --(K) (K)---- (K -ft) -- M a 1 0.000 1.875 -0.000 0.000 -0.423 13.794 1 )&) 3 b 1 0.000 -0.920 - 13.794 0.000 0.920 -0.000 1l c 1 0.000 1.343 -0.000 0.000 0.472 6.534 d 1 0.000 -1.391 -6.534 0.000 1.875 0.000 e 1 1.343 0.000 0.000 -1.343 0.000 0.000 f 1 -0.920 0.000 0.000 0.920 0.000 0.000 w �.titi ic o ( o,ya 1pr a � se I t . ,, ia 4 .041 ! I 1,c1 I I ° i ti Imo o$4 4 ,, I N 11 k � G v3 � I -i " • 4 i } ' 1 5 ' (, y SUTLER CONSULTING ENGINEERS Job Oxbow Structural Engineers Sheet no. W-1 1300-114th Ave S.E., Suite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450-4075 Date 10/27/95 tats TILT UP WALL DESIGN *x*** ( Considering P-Delta effects per Section 1914.8 of the 1994 UBC ,I Description Oxbow C- s'2 4 - Alm ✓ -c) OGA)Cj /4) iU4 . Ati4A,� Wow tt:tt ALLOWABLE STRESSES AND DESIGN CRITERIA **t** User defined wind load - 5.00 psf Seismic zone (1, 2A, 2B, 3, or 4) - --) 3 Seismic importance factor = 1.00 Seismic load (V: 1 * I * Cp * W ) - 15.47 psf. f'c of concrete 3000.00 psi Fy of steel = 60000.00.psi Percent of live load combined with seismic - 0.00 % Parapet height, height of wall above roof. - 0,00 feet Design height, distance between floor and roof. - 14.50 feet Fixity coefficient - 1,00 Tributary width for design loads - 7.17 feet Uniform dead load on design section - 963,00 p / ft. Uniform live load on design section = 2500,00 t / ft. Concentrated dead load on design section : 0,00 lbs. Concentrated live load on design section - 0.00 lbs. Total dead load on design section = 6904.71 lbs. Total live load on design section = 17925.00 lbs. Additional wt, applied to wall. ( ie. Stucco, ) - 0.00 psf. centricity, dist from center of wall to load - 1.00 inches Wall thickness for weight calculations - 5.50 inches Wall thickness for design calculations - 5.50 inches Depth to centroid of steel - 2.75 inches Allowable axial stress ( .04 * f'c ) - 120.00 psi, Weight of wall - 68.75 psf. Weight of wall on design section = 3573.60 lbs. Total design load on design section = 28403.51 lbs. Actual axial stress (( Pw 4 Po ) / Net area ) - 92.22 psi. Steel ratio ( A$ / ( b * d )) : 0,0052 ; Maximum allowed steel ratio ( .6 * Rho - balanced ) - 0.0126 Modulus of rupture - 273.86 psi, Modulus of elasticity ( Concrete ) = 3122.02 ksi, n : Es / Ec - 9.29 Cracking Moment - 77.32 in.-k Ig = 776.42 in. "4 it DESIGN SUMMARY ** Ultimate load capacity has been met for all load cases, ( Mu ( Phi * Mn ). Service load deflection is less than ( design ht. / 150 ) for all cases. Area of steel ( 0.60 in "2 /ft) is less than .6 * Rho- balance ( 1.9€ in "2 /ft). Axial stress ( 92.22 psi. ) is less than .04 * f'c ( 120.00 psi.). • ' SHUTLER CONSULTING ENGINEERS Job Oxbow Structural Engineers Sheet no. /V-) - d2 1300 -114th Ave S,E., Suite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450-4075 Date 10/27/95. 4 Number 4 Bars Results shown are for 56.00 inch wide section. CASE I-A (U = 1.4D + 1.7L ) 1 Roof (M = Pae -- No P a Deflection.) Pu = 40139.09 lbs. a - 0,62 in, As' - 1.47 in, "2 c : 0.73 in. Phi - 0.813 Ms • = 24.83 in-k Icr - 63.04 in. "4 , Mu - 40.14 in-k Allow. Defl. = 1.16 in. Phi $ Mn = 174.97 in-k Service Defl. : N.A. in. Ult. Defl, : N.A. in. CASE I-B (U = 1.4D + 1.7L ) 6 Mid-Ht. (M = .5 *P$e + P * Deflection.) . Pu = 45142.41 lbs. a : 0.65 in. As' - 1.55 in. "2 c : 0.77 in. Phi : 0.802 Ms - 12.89 in -k Icr - 65.12 in, "4 Mu - 176,17 in-k Allow. Defl, = 1.16 in, Phi * Mn : 181.13 In-k Service DefI. : 0.02 in. Delta n : 3.S0 in, CASE II (U = .75 ( 1,40 + 1,71 + 1,67E ) ) with 0 % Live Load. Pu = 11002.43 lbs. a ' - 0.41 in, As' - 0,98 in, "2 c , - 0.49 in. Phi - 0.876 Ms : 38,96 in-k Icr : 48,96 in, "4 Mu : 86,75 in-k Allow. Defl, : 1.16 in. Phi $ Mn = 131.49 in-k Service Defl, = 0.05 in. Delta n - 3.10 in. CASE III (U = .75 ( 1,40 + 1,71 + 1.7W ) ) with 50 % Live Load. Pu = 22429,62 lbs. a : 0.49 in, As' - 1,17 in, "2 c - 0.56 in. Phi - 0.851 ' Ms : 19.74 in-1. Icr : 54,98 in. "4 Mu : 96.42 in-k Alloy„ Defl. = 1.16 in. ' Phi * Mn - 150.12 in-k Service Defl, = 0.03 in. Delta n T. 3,24 in, CASE IV (U : .90 + 1.43Eq ) No Live Load. Pu - 9430.66 lbs. a - 0,40 In. As' - 0.96 in. "2 c : 0.47 in. Phi = 0.880 Hs - 38.96 in-k Icr : 45.07 in. "4 Mu : 82,14 in-k • Allow. Defl. : 1.16 in. Phi $ Mn = 128,76 in-k Service Defl, = 0,05 in. Delta n 2. 3.08 in, CASE V (U = .90 + 1.3W ) No Live Load. Pu L 9430.66 lbs. a : : 0.40 in. As' - 0,96 in, "2 c - 0.47 in, Phi - 0.880 Ms : 14.96 in-k ' Icr - 48.07 in."4 Mu - 46,82 in-k Allow. Defl. • 1.16 in. Phi a Mn = 126.76 in-k Service Defl, : 0.02 in. De:ltd fi 3.0E in. i MIN MIMI 0 Keetc � SHUTLER JOe .� ®N CONSULTING w _ .00, / • ®�MN ENGINEERS, INC SHEET NO. OF 1300 -114th Ave SE, Suite 250 CALCULATED BY \ / DATE /0-00.6-#i" Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 4504076 SCALE w e f 1 ; � - /4 y// e4 *6 4 4 3 .19 yd . ® b ' . i hiL.1it O. (6 45)1 a )/ / -e')� ,J..,-.., -► ® 5 = ate • o,>. pa ¢ • • Q1 0 1 - $ "U kJ illt C - id =lf ,f,r D, /.,- k/. - .... A. 0 /2 w 4 x / /(p 1 9, � ,t4 • 440 1• X 09 k0 I/ 77,..4 , . 4-,, : 4, / 1 v .0 tit. ............_......_ . . ,. ... .... . ...... _ L • . ... ... ...... ....._ - ..........- .....,....,,.. �. r.n:..• ^zW..J'>t.J a:.K rsr.. n..... vr.....»«.,_ w............,........... ....�.n.vvwaxya+`.iiM'd^atwi�Ma • ' .teagwF6w...rmM1VN,...._...._... ' ® ®1111. SHUTLER JOB— dltto .. • —I • . CONSULTING tO_ .)e -a . • ®� ENGINEERS, INC SHEET NO O F 1300 -114th Ave SE, Suite 250 CALCULATED BY 1/�'Y DATE /U '�3" ys 1. Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 450.4076 SCALE. g e1 v, / - (iv� � 'U 7II'' ', _ i _ , . .a • L . = ' 'L/lp _ 4- u k g /l , t ai d //4P '` :� ..__... 14).: � (a N / ,o >(dtt o ._.. _ .�_ .. _� _Cao�c _ ?,4g v -- r - =- ' ile • . . ,, ' /t/ .t/,// _ _....._. , ..._._ ... _ — gi ft "�..: ?I 0 * /(?=1/ �. /.1(1) 1, G yl � , .... ..... . ... . - to : . ($f,, 4 1 14 ie = '�'G . . . pm . .. . .. .... ......_.- . I 'r ., r. l;: v: '. r... r . ..,, r .... v ,. r ... ..........n.+- .. +vv +. n•tf'•!... '.A K <3`:r , . i. ..._., ._. ... .. .... .... _ __.,......... ... � »..........._..._..... _.... _ illIO SHUTLER JOB Oi MIN • CONSULTING W . 3 IIWININIM ENGINEERS, INC SHEET NO.. OF 1300 -114th Ave SE, Suite 250 CALCULATED BY .5t t/ DATE i D -.45- JS Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE .`. ._... __. __ _.... _._.._..... _... .. ..... _. _ . .. .... ... ... .. _ .. .. ._ --_ ___ , d to /d - : G I ,a /4 / . __, __ - - ..._- .._ -.. - N �' , f / � 1!/p ' % l /,/ . = (/ti/./ l'„ __ - _ -_ X 5 . ._.. . Q :1 9ii ✓ ic;:..1 ('.t.C1C. /40e/ ��� ,t) /��clt; d o �►� , ... �� /JG -off = /�}� V = c 1/5 1111111111 . 0 , , A7 = o -.�' T" 1 F P; .... .,t.....,.,:.rr. ; ;,::.., ....7Jn 7... .. 3 ,..,..,...,. «,.._...,...,...,.. . ....wi :vwtr,, Min® — -- SHUTLER JOB OK � bfv. • . • �1_ CONSULTING W .Je„ , �/ ��-. ENGINEERS, INC SHEET NO. ! OF 1300 -114th Ave SE, Suite 250 CALCULATED BY � /" � . • DATE AO' °P5" 5'.. Bellevue, WA 98004 CHECKED BY DATE (206)4S0.4075 FAX 450.4076 SCALE • • . ' i . //I ........ .... k7 4 • • • d =te . • • • • • I • • AMAIN - SHUTLER JOB • O X '' 'S" _ • CONSULTING �. " j • . - ENGINEERS, INC SHEET NO, W OF 11 .r' 1300 -114th Ave SE, Suite 250 CALCULATED BY �4 DATE �D- d ✓'�`� Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 450 -4076 SCALE t./.543 , ..... :. V' , , :.,. /: • 4112/6. : e ,. , , -....„, •., • � � ,_._ � .____ _ .. � ._ ........ __......... ___. _.._._.. - -_ -,. .:mss .__. r • A) :C .6 g'0 4 -. ,du) g =� • 1� ,�� t _ ��,� • At = /1 40 , ' "5✓ C1' A /Iw 41,E ,._ u) : (' d + 1 (e V''/$) • M = 17,o/ 41 . . . • To - /9•.y$ .....: . . • ......._ft AM SHUTLER SOB OY 00 W ®l _ CONSULTING 60- .),�, 0 �I ENGINEERS, INC SHEET NO. /� OF OA/ • 1300 -114th Ave SE, Suite 250 CALCULATED BY SCI' DATE �U 7 ' 5 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE , ,i• /W. P . w �� ('d °4 d' + Mgt _._ ; : ` _. dA : �te-Qg Qw w1,5" c> //71 ' ... .67 4 b ! " •, lo' il . . kv4 /0,DO �, - _ . / 3040 • l All M SHUTLER JOB 6X'g'GJ 111111 CONSULTING 0) -.96- i- —_ ENGINEERS, INC SHEET NO _ fr OF 1300 -114th Ave SE, Suite 250. CALCULATED BY �J� DATE ����� �� Bellevue, WA 98004 CHECKED BY. DATE (206) 450.4075 FAX 450.4076 SCALE _.. I QIQ e ... - ...... A / w 0-0 . .. ».... I _._... . .0 d idle I � , 3 A P ._. " ...._ / ?.0 /'$4 3 ... . _.. b3• .. . _ , JO: l) is���, .. h Q w vl, �o -.7 . L /do d r► ' ' - 9 Ar_22.1.kr ._ ,) : ( 2i, # ) u• //d k A ,f•. , k I, ■41 . . . _ .... . ..... . . - . i . $ xt . g . -_ ° � ......... .. .._ te A. - , q'c, M o ,z - -if -a '..'S : �.,S.. . '. V," .t.s•.:•n.:m.S.v..: ta::i:'s.i;•uc.:..v`...5: 'i. Y.: 7 ma.- . .•.....a....s,...... « ............... ...wwo.�n+air4 ...c.W[..M`n.t�wV .tvn+v�..wi•a..•.......... w..u...+. .w AMA= — SHUTLER JOB 0 x * w Mall CONSULTING . 4 1110W ENGINEERS, INC SHEET NO. OF CALCULATED BY kL. i DATE /0 -dV- 7 r 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450 -4076 SCALE . i C�,dt r MAW %)- O _ . . , . -1- L c : 'g /co X 1 i /j , // 4c.,/, � i 4 ? x t< 11 /1 0 (Y ' I 1 e ... . �� - _ f a - /x,17 . . ��� I a � Q c d. v/ r7 G -//0 / $La • • l � 1411111M SHUTLER JOB 0 X 60'W • 1 111111111 CONSULTING W • - 1 4 111111,1111111111 ENGINEERS, INC SHEET NO OF �j 1300 -114th Ave SE, Suite 250 CALCULATED BY 4C . DATE Ae' 4f'- / f Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE x1 / 4)43 _ .- /M 115 • #Co.Ai ;) 4 0 ,oaxy i %/J 3904 / 40( Ce,•sl ■ V #11.0q) G x /' 0 1 e 1 .__..__.._...__ ' ✓r &4 ) Ie4I, keNoi .1,4t, t)I / 5 /pa ,E 0 „ v /-,,664 - 4 ,,, )1 s / /tp x 0 2 !P Po, 6 "V ` 641/1 /,, 5,� /v Did _ 4. I fA . P(.5")/40. - D,ys /„ -6 v Ii f i Oi • 4 , 81 ' _ °/g / ... -- ...�.,...,....,..:..., ..,, .. ,.:,... „k...,:' IS ,. >.9.r ?, .: r•. rcty :nusu'r, ..... ,-�. rez.* .. s•nre. n- �rr...� ..n.. n.,+,o: ...,.,�. , . «._. »�. ..... _.... »....,.. «,...,,....,.,...,•... ....,.,., .._......... I • • ' '' : .,:, ' .' . ' :: • • j— DETAC TO DISPLAY CERTIFICATE 1, I • • NN: ✓J ✓ ✓JJJJ ✓ ✓/.. ✓ /Nl.'JIJ / ✓J% i ✓, ✓J ✓ ✓iJii ✓ii.•J/ii { i i iiiii JN .,... J iii ✓i✓li✓ ✓Ni!✓ii ✓.Nisi �Jrli JiiiiiiiiiiJiu ! iJ { i•Y DEPARTMENT OF LABOR AND INDUSTRIES , THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ; �; . • • j .. 1 n .t 1 ,r f :::r,.: a. i.'A.,..;!; CFA 1 . i ' R 019TRA N Ni j} is s '''" vl E 11 �is r `' + d9• ':,^rl ?: kk, y k ` ca: v oRTF4 ti0 i "1134,;!4; , I ,�{{ y��} nf1�j ':r s " STATE OF W ASHINGTON v ri I $ . . , :t :J` , STr` VC W'i ; CS. P; 1 t • r • i [ (• : i 1 [ I., '. • f. ELL i T' AV?f: • tit St)- _ ,3�G1 t i II STI TTI.E WA 9O I i 4. \; :I t. �`I 3 � , \, 4. j I F626.052 -000 (3.92) � 1 1 ' • . • ./! 1/ V✓/ l!✓ N J(✓✓ NJ N✓% N✓J% N✓ ! ✓ ✓J /J ✓N✓ / ✓ / /JJ✓ %N ✓✓J / % /J ✓J ✓JN% J✓✓ %JJ ✓ %J /✓ ✓JJJ /JJJ% JJ NJJ J. P✓ NJ✓ NJ I✓{ JN/Y/N ✓JI% %JJJ✓J ✓J✓Y % ✓ / / / / ✓J�. ' t_ "5TACH TO DIS° 4"Y CEP'ICICATE -._! . • • • • P 4 (E) 4x6 LEDGER (F) 11/2' CONCRETE (E) 3/4" PLYWOOD /—ADD (N)C12x20.7 (E) 28" TJW ® 24 o.c. (E) 6 ." PANFI. DET ® 5'- 0 "o.c. w/ 4 -1/4"0 BOLTS EPDXY 5" INIO (E) P.C. PANEL SECTION A -8 (4)2x12 ADD (N)C12x20.7 (E) 61/4" P.0 PANEL (E) 4x6 LEDGER BEYOND (E) 1 Y " CONCRETE (E) 3/4" PLYWOOD ,— (E)W24x84 STEEL BEAM (E) 28" TJW 43x3xS ax0' -6" (E) BEAM CONN. SECTION 8 -8 8 9 10 11 12. DETAIL c SECTION C -8 SCALE. '..= I -0" ® 24 c.- (E)W14x22 (E)W14x22 '--(E)W14x22 OVER WALL (E)8 14x22 3 5 (E)W14x22 ( )W14022 (E)W14x22 7 8 (E)W14x22 (E)W14o22 (E)W14x22 E)814x22 (E)W14x22 OVER WALL (E)W14x22 (E)W14x22 (E)W14x22 L_1 MEZZANINE FRAMING PLAN _ LLE -„ANSI - NOTES. 1) CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS NO & & CONDITIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. - (4)W14x22 (E)W14x22 (E)W14x22 (F)A14x2 2 (E)W14x22 (E)W14x22 LL J OVER WA (L)2x12 18 24 "o.c. i9 �o 95 -60 �0>3 F�qj 8 -8 9 10 11 12 13 14 15 16 17 6` 11 A4 B "8 (F) LEDGER A -8 B -8 A -8 B -8 r-,,,,-,,,, � TJW (E)2B TJW 4 (E)28 TJW w TJW 4 ) 8 TJW 4 i F2 TJW ®4 .c $ (E)W12 i (E ) 28 TJW 4 ®24 .c' 4 (E)WI2x14 3 E 14x22 �C 8 28 "TJW 4 4 o.c. $ a .(E)24 lJW 024x o.c. 3 E W14r�y2_ C -811 i (E)28'TJW �(E)28 TJW 024 o c 4 3 8 C -( (E)"8 "TW 3 (E TJW I 024" oc' 1 ( ) 28 TJW 4 ( .(E)28 TJW , ®29o.c_ 1 W422 .(E ® (E)W14x22 )2x11 )x° 2 12 � 1112 16 c Q c o 16 "o.14 3 Iq _ J E W14x22 (E) 8 TJW - ®24 .. ? 3 E) 8 TJW :'4- 3 024" oc 1 ry ®24 . c. ®24 .c. 1 024'' o.<' 3 ®24 o.c 3 ® 4 .c ®24 "oc' 4 3 (E)W 14x22 _ I __ ® 24 c.- (E)W14x22 (E)W14x22 '--(E)W14x22 OVER WALL (E)8 14x22 3 5 (E)W14x22 ( )W14022 (E)W14x22 7 8 (E)W14x22 (E)W14o22 (E)W14x22 E)814x22 (E)W14x22 OVER WALL (E)W14x22 (E)W14x22 (E)W14x22 L_1 MEZZANINE FRAMING PLAN _ LLE -„ANSI - NOTES. 1) CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS NO & & CONDITIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. - (4)W14x22 (E)W14x22 (E)W14x22 (F)A14x2 2 (E)W14x22 (E)W14x22 LL J OVER WA (L)2x12 18 24 "o.c. i9 �o 95 -60 �0>3 F�qj 8 -8 9 10 11 12 13 14 15 16 17 6` 11 88' S8. NO CHANCE WALL TIE PER SECTION R -10 NO CHANGE (NO ADDED STEEL GIRDER TIE) ID PBS, /PlOrf?ij 4,, A A ,( DEER- x(E)50. DEEP (E)50' D E ]?C DEEP �. O50 DEEP ! .I I,1P ABS R BS TRUSS ABS .. S BS TRUSS r- We TRUSS V S RUS dH �'RU S Ed 8' 0 D 0.�. oL A A A 4C' 9S' NO CHANGE WALL TIE PER SECTIONS 40' 40' 95' 40' A -11, 8 -11 & C -11 GLB TIE PER SECT. F -11 4 NO CHANGE NO CHANGE WALL TIE PER SECTIONS N0 CHANGE A -11, 13-I1 & C -11 (80 ADDED STEEL GIRDER TIE) 10 75' 150' 12 1S 14 50' 1J 1 00 ' 0 17 5C' sB 18 WALL TIE PER SECT 's WALL TIE PER SECT.'s H -10, 1 -10 & N -10 GLB TIE PER SECT B- 10, F -10 & N -10 WALL TIE PER SECT 's WALL TIE PER WALL TIE 's K -10A & L -10 8 -10, F -10 & N -10 SECTIONS B -10 G -11 & 0 -10 GLB TIE N -10 PER SECTIONS WALL TIE PER & D -10 SEC IONS 8 -10 PER SF CT. K -10B , & D -10 0 -11 1.11" r I r CF 1EC ,)a:.6® .c .,40/0 A A 6® 0 ' • TEP 1 Wt SS cS .Oa TR I WAL SEC diAd rdl i I( x30 G I— 1 1 _ LD DR CRAG E STRJT T- DR,J DI aJ� .LL TIE PER SECTIONS I WALL TIE WALL TIE PER SECTIONS WALL TIES A -10 & 0 -10 PER SECT. 's A -10 & C -10 PER SECT .0 A -10 & TRUSS TIE PER A-10 & pirPr il cc s`V . A Ao° /0 , E-10 I 411r44 • A WALL_ TIE PER SECTION A -10 TRUSS TIE PER SECTION H -1 OA d' _ ., AL. _, 9-10 B -ID ft Q NROOF SEISMIC TIE DIAGRAM SCALE 1" =30' 1(1 11 1 7 14 1ti SB DEC 6, 16,1 K 0 F A A N° 95 -60 S -9 7 1R i of 11 (E) 2x4 STIFFENED 24Th c.- 8 -435 BETWEEN NEW -^ ADD 408x 4x8 & TRUSS 12' -0" DFry2 TOP CHORD— ® EA. TRUSS DET. a - -(E) 2x4 STIFFENER ® 24 "0.c. —ADD 408x12' -0" DF#2 ® EACH TRUSS 412.5 EACH END 01 4x IHHHH5= ADD (N) SIMPSON 8722, ® EACH TRUSS w /SIMPSON N10 NAIL` —x" '0 THREADED ROD EF OXY 5" INTO (E) P.C. PANEL (6) STRAP & EX F'. BOLT ADD (N)2x6 48"o.c_ w/12- 16d SINKERS CLINCHED 10 (E) STIFFENER (0) 2,4 STIFFENER 18 24' c.c. (TYP_) (F)4x6 PURLIN O (6) WBS TRUSS ® 8' -0'4 "0_c. (E) 6'-'" PC PANh I. SECTION A -10 CONN. PER SECTION B -10 ADD (N) SIMPSON L1119 ® 48" o.c. (E) 4x16 PURLIN (6) WB5 TRUS' ® 8' -0'K "o. c. P . PANEL (6) 4,6 LEDGER -ADD (N) "0 THREADED ROD. EPDXY 5" INTO (E) P.C. PANEL SECTION F -10 (1"PIC AL)J \ l- (0) HINGE CONNECTION — REMOVE (0) FE EACH SIDE & REPLACE w /(8)82 3,2' -4' EACH SIDE w/ 6 -z4 "0 M.B. (DO NOT ATTACH TO HINGE) (VERIFY (E) BOLT HOLE DIMENSIONS) SECTION L -10 4 5 ADD 4 -435 FAWN 4x4 & TRUSS ADD (N) TOP CHORC 404x6' -0" DETAIL c 4 "0 THREADED ROD. EPDXY 5" INTO (0) P C_ PNL. (F) 6,T4" P . PANEL ADD (N) s„ "0 THRU 50L1 ADD (N)4x6x12' -0" ® EACH TRUSS-, (0) STRAP OVER) FIRST TRUSS f (E' 2x4 ST'TENER ADD 2,12 OD 48"o.c. w/14- 16d SINKERS CLINCHED TO (E) STIFFENER -ADD (N) SIMPSON LTT20B (9 48" o.c. (E) W85 TRU55 SECTION B -10 SCALE. 1A " =1' -0" ADD 14 BTWN 4x,6 6 & TRUSS ADD TOP CHORD (N)4x6 DETAIL q DE1_ H2 _5 EACH D \H OF 4x (CH E DF (E) 2x4 STIFFENER (9 24o .c (TYPICAL) (E) 7'4" P . PANEL ADD (N) SIMPSON MT122 EACH TRUSS (TYP) 0 -(6) WEB TRUSS (TYP.) SECTION G -10 SCALE .4'-1' -0" -- (E) 4,16 PURLIN 8' -0'§" o (6) 2x4 STIFFENER CO 24"o ADD (N) SIMPSON LTT208 EACH PURLIN `0i4 "0 THREADED ROD_ EPDXY 5" INTO (6) P_C. PNL (E) 5'2" G PANEL SECTION M -10 SCALE: 1 =1' -0" 5 6 (6) STRAP & THRU BOLT (0) 4x14 LEDGER (TYP_) 9 10 H2 5 EACH END OF 4x (TYP_) (E)2x4 STIFFENER B 24 "0 c (TYP.) ADD (N) 1/4 "0 THRU BOLT (6) WBS TRUSS 8' -0a 0.c. (TYPICAL) - ADD 7 -A35 BETWEEN 4x6 & TRUSS TOP CHORD ADD (N) DETAIL h 4x6"''2' -0" ADD (N) 40406' -0 "_\ DF#2 ® EA. TRUSS ADD (N) SIMPSON L47208 '8 EA. TRUSS (TYPICAL (6) P C PANEL SECTION C -10 SCALE '4 " =1' -0" (N) 1HRU BOLT PER SCHEDULE 1 MARK HOLD DOWN THRU BOLT 1-1-104 12 -71024 4- 0 "0 00"0 II -10H 2- HD6A 4 -?'0 "0 4"0 -- (E) GIB H2.5 EACH END OF 42 TYP) (6) 2,4 STIFFENER 9 24 "c.c. (TYP,) (0) WBS TRUSS (TYP ) ADD (N)4x6x12' -0" DF#2 ® 16'- 0'o_c. (EVERY OTHER TRUSS) (N) HOLDOWN & M.B. PER SCHEDULE SECTION H -10 SCALE. 1a " =1' 0" ADD (N) 2x12 C3 48'o.c. w/12 -760 SINKERS CLINCHED TO STIFFENER \_ALuDD1 ( N) 018 9 ® 48 "0 0c , N }4"O THREADED ROD. EPDXY 5" INTO (E) P.C. PNL. PC. PANLL (0) 2x4 STIFFENER 4 24'oc (E) 4,16 PURLIN Sgs'O% SECTION N -10 SCALE: 1/4" -1' -0" 7 8 9 10 12 13 (E) 4,6 LEDGER (TIP_) (0) SI RAP & THRU BOLT ADD (N)2x6 9 48"o.c. FIRST 3 BAYS w/8 -16d SINKERS CLINCHED TO (E) STIFFENER 14 ADD (N)2x6 18 48'0 c. FIRST 5 BAYS w /8- 16d SINKERS CLINCHED TO (E) STIFFENER or ADD (N) 14 "0 THRU BOLT ADD (N) LSTA24 ACROSS FIRST TWO TRUSSES (6) 7,A" P . PANEL -- - (0) WBS TRUSS (TOP) ADD (N) 1_51424 ACROSS FIRST FOUR TRUSSES ADD (N) SIMPSON I TT10 48 "o.c. (TYP_) (0) 2x4 STIFFENER ® 24Th (TYP) (BEYOND) SECTION D -10 SCALE '<' =1' -0" r ADD 2 -HD5A w/4 44'0 M.B. 2 6' -0' 0. c. (EVERY OTHER TRUSS) ADD (N) 00 THRU 801 (E) GLB 8 -A35 Et TWO 4x8 & TRUSS TOP CHORD - (E) 4,16 PURLIN (TYP) SECTION J -10 SCALE '4 =1' -0" `ADD 4080 12' -0" DF()2 9 LA TRUS`_. DETAIL p P C. PANEL H2.5 EACH END jOF 4x (T46.) (F) STRAP (6)2,4 STIFFENER 6 24 o c. HHi■HHHCIy=111 \--ADD 4,8x12' -0" DF #2 C8 EA TRUSS ADD (N) SIMPSON M722 w/24 -010 '8 EACH TRUSS e "0 THREADED ROD EPDXY 5" INTO (6) P . PANEL (F) WBS TRUSS SECTION P -10 SCALE: 'h " =1' -0" 12 1 3 14 (E) 74" P . PANEL (E) STRAP & EXPANSION BOLTS (E) 4x14 LEDGER ) (E) 4,16 PURI IN DET ADD (N) SIMP50N LTT19 ® EA. PURLIN -' 18 (E) 2x4 STIFFENER 24 "0 (TYP.) C( NN PER SECTION A -10 r(E) WBS TRUSS - 34'O II1R8 )ED ROD EPDXY 5" INTO (E) P PNL. SECTION E -10 MARK M8 K -100 EACH SIDE 4 --'a'0 K -106 03x3' -0" I18 e"0 EACH SIDE ADD (N) IP & M.B. PER SCHEDULE ) GIB (T01.) E) WBS TRUSS (E) HST3 EA. SIDE (E) HINGE CONN_ SECTION K -10 (E) STRAP O(N) MS11130 ACROSS FIRST SIX TRUSSES- `, "0 THREADED (0) STRAP OVER FIRST ROD. EPDXY GROUT IW(1 TRUSSES ' S" INTO (F) P.G. ADD (N) SIMP50N 11119 C 48' o c. ADD 2x12 4 48"0 c. w /8- 16d SINKERS CLINCHED TO (E) .STIFFENER FIRST 7 BAYS J (F) WBS TRUSS 9 8' -015 u. SECTION R -10 SCALE 44T =1' -0" II J 1 6 9 6 0) W G CC CC O a 5 co W ce 00O O le <p)CC 0:.1; CC 14 0 Xa-°O '801) W OoUS JOB NCI 95 -60 ri680 S 10 8 3/4"0 THREADED ROD EPDXY GROU1 5 INTO (E) PC. PANEL- ADD (N) SIMPSON L719 ® EACH TRUSS - PC PANE 4 -035 BETWEEN NEW 2x8 & TRUSS TOP CHORD ADD 2x8x 6' -0" DF#2 0 FA. TRUSS DETAIL a (5) STRAP (F) 2x4 5TIFFENLTt 0 24 "o. c. DET. 1111's�01� ADO (N)2 6' -0" DF #2 x8x L (5) WBS TRUSS SECTION A -11 SCALE: 3< =1' -0" ADD (N)B' / <x3x3' -3" EACH SIDE w/ 8 -3/. "0 M.B. SHIM AS REQUIRED (5) GLB (TYP.) (6) WBS TRUSS -(5) B.1/4X3x2' -9" EACH SIDE w/ 6 -(6 "0 M.B. SECTION F -11 SCALE d<' =1' -0' A "0 THRU BOLT ADD (8)2x8x6' -0" ® EACH TRUSS (E) STRAP - (E) 2x4 STIFFENER 0 24 "o.c. ADD (0)2x12 0 8'- 0 "o.c. w /15 -164 SINKERS CLINCHED TO STIFFENER FIRST FIVE BAYS (E) ST6224 OVER FIRST TWO TRUSSES (0) WBS TRUSS (TYR.) (5) 7' P.C. PANEL ADD (0) MSTI36 1 0 8' -0 "o. c. ACROSS FIRST FOUR TRUSSES ADD (N) SIMPSON LTT208 4 -A35 BETWEEN NEW 2x12 & TRUSS TOP CIIORD 9 ADD (N) 2x12 0 48 "o.c. w/12- 1Od SINKERS TO STIFFENER FIRST FIVE BAYS (5) ST6224 OVER FIRST TWO TRUSSES (E) ST6224 ADD o x 6' -0 ` E#2 SECTION B— 1 1 0 EA. TRUSS - (6) 2x4 STIFFENER 0 24" o.c. ADD (N) SIMPSON LTT20B 0 48 "o.c. P.C. PANEL ADD (N) 2x12 0 48'o.c. FIRST 3 BAYS W/8 -164 SINKERS CLINCHED TO (5) STIFFENER ADD (N) SIMPSON LSTA24 ACROSS FIRST TWO 1 RUSSES (6) WBS TRUSS SECTION G -11 SCALE: L " =1' -0" 6 ADD (N) LSTA18 0 48 "o. r ACROSS FIRST 4 TRUSSES (E) WBS 1RUS5 ) STIFFENER 24" o.c(TYP 0 (I) Jx6 STUD WALL 8 THREADED ROD EPDXY GROUT 5" INTO (5) P.C. PNL. ADD` (N) SIMPSON LTT19 0 48'o.c. (E) 7 P.C. PANEL SECTION C -11 SCALE '+ -1' -0" 9 10 12 (6) STRAP ADD (N) SIMPSON LTT19 0 EACH PURLIN (TYP.) iel imam 111 is "0 THRU BOLT (E) 4x16 PURLIN (1YP.)' (E) 7 P . PANEL SECTION D -11 12 17 14 (E) STRAP (E) 4x14 TOP IP. (6) 2x4 STIFFENER 0 24 "o.c. (TYP.) 17 18 10 -A35 BETWEEN 4x8 & TRUSS TOP CHORD 0 DETAIL e ADD (N) SIMPSON 42.5 FA. FND (TYP.1\ MST60 0 EA. TRUSS —( 4x8x12' 0" DF #2 / R 0 EA. TRUSS (T6P.) (E) STEEL GIRDER TRUSS -' (E) WBS TRUSS (4 8'- 0 'e'4 .r_ (TYP.) SECTION E -1 1 SCALE: ?A" =1' -0" 15 16 ADD (N) 8 L 1'1 y W O R 0 a U_ i cntq W Y�aq wa O TL ` o w-` 034 g o0) W ®VU1 uz 0- 0- cU co JOB SHEET 95 -60 S -11 OF 11 11 ON WORK 102ND STREET UFGR4D 4 WASHING • NOTE- BLDG 357 FOR OS OPENINGS Porn sops BLDG 2.51 SPECIAL INSPECTIONS BY AN APPROVEDESCRDiED .. / LAB REQUIRED AND ADMINISTERED AS IN IJ -B.C. SECTION,BB:. C \NG OIV1510N. PROJECT NORTH NoR I` D1RAWING 4D1 -I SITE PLAN -- DEMOLITION / 4l-2 DEMOLITION PLAN - BLDG 250 ADI -3 DEMOLITION PLAN -- BLDG 252 ADI -4 DEMOLITION PLAN - - MEZZANINE 5 -1 FOUNDATION SECTIONS -2 PARTIAL FOUNDATION PLAN -- AREA 'A' ` 5 -3 PARTIAL FOUNDATION PLAN -- AREA 'B' ' 5 -4 PARTIAL FOUNDATION PLAN -- AREA 'C' . -/ /// \/ -- - - ' i 0 ' ^ • / -- •. " _ I �� �Y �— ,. �= ■ — " BLDG �fy 750 � o rS _ —_ JLI�- '—'-• / o h� U1 5_5 PARTIAL FOUNDATION PLAN AREA 'p' 11 S-6 PARTIAL FOUNDATION PLAN AREA 'E' `'p`i: ,I �` _- -- 5 -1 PARTIAL FOUNDATION PLAN -- AREA 'F' ; ; : — " 5 -a MEZZANINE FRAMING PLAN 4 SECTIONS - S -9 ROOF SEISMIC TIE DIAGRAM 5 -10 ROOF SECTIONS v 5-11 ROOF SECTIONS \ , �i °° ...lisle ° °SI —___ _ `' _ 0 1 -- _ ° _ s--..._ .� —i_ SITE DEMOLITION PLAN !/ _ ` ornwu JOB N°. 370601 SCALE I•- 100LO"0 25 50 75 150 125 200 -' OJ 02 1`v'S PeaM n ccxrPx I,✓ SHEET 0I -1 4 OF 10 /30/951 2 3 4 5 6 7 8 9 10 11. 12 13 14 15 16 17 18 r -" rho �� Y U DEMOLITION NOTES: GENERAL, ALL DEMOLITION 15 SUBJECT TO THE FOLLOWING: A ALL DEMOLITION /958< 15 AT THE DIRECTION OF THE BUILDING 2,04E9 B. REUSABLE MATERIALS AND DEVICES WHICH CAN BE MADE 'LIKE NEW' ARE i0 BE CARER/LLY REMOVED AND PLACED IN SECURE STORAGE A5 DIRECTED BY THE OINER'S REPRESENTATIVE. 1 ! G REMOVE AND DISPOSE OF ALL DEBRIS OFF -SITE IN A LAEFUL MANNER ! D. LEAS ALL AREAS 'BROOM CLEAN' UPON COMPLETION OF IllORK .. KEYNOTES: 0 ALL FINISN59 m. s - -s4 TA-5- 0 ��[+ }mot ! r S I 8 0 0 0 1 - ?._---r ,d nJ .�_ d �T r,] 0 1 � y `F'( O J! r `a ) 4 9M v 0 .�_ _ _ y © : /I L REMOVE EXISTING INCLUDING FLOORING AND CEILINGS IN THE AREAS SHOW DISCONNECT 4712/7/55 AS REQUIRED AND CAP PER CODE REMOVE ALL LIGHTING FIXTURES AND NVAC DISTRIBUTION DEVICES AND SYSTEMS. BUILDING LIFE SAFETY AND ALARM SYSTEM DEVICES ARE 70 REMAIN RINCTIONAL PENDING NEW CONSTRUCTION 2. FEMOVE EXISTING NON - BEARING PARTITIONS DOORS, RECITES, FRAMES, FIXTURES ETC AS SHGLLN. DISCONNECT UTILITIES 45 REQUIRED AND 04P PER CODE I 3. CUT OPENING IN EXISTING FRAME ANP GB PARTITION FOR NEW DOOR AND /OR RELl1E 45 SNOW 4 CUT OPENING IN EXISTING CONCRETE WALL FOR NEW DOOR AND /OR WINDOW AS BLOW SEE STRUCTURAL DRAWINGS FOR OPENING SIZE 4N0 SHORING AND /OR REINFORCING REQUIRED 5. REMOVE EXISTING CASEWORK AND DISPOSE OF AS DIRECTED DISCONNECT UTILITIES AS REQUIRED 6. REMOVE EXISTING DOOR AND FRAME FROM WALL TO REMAIN. PREPARE OPENING FOR NEW INFILL. 7. REMOVE EXISTING EQUIPMENT FROM WALL TO REMAIN PREPARE OPENING FOR NEW INFILL. B REMOVE EXIST/95 EXIT TUNNEL, WALLS DOOR AND LID DISCONNECT UTILITIES AS REQUIRED AND CAP PER CODE 9 REMOVE EXISTING STEEL STAIR A5 9HOWN 5,42,45E ALL FOR RE -USE IO. REMOVE EXISTING FLOORING, EXISTING CEILING GRID, TILES FIXTURES DIFFUSERS 4 OTHER DEVICE5 SHALL REMAIN. 5 0 0 — —L t AII� ", �lh' �p r. 1 I -JU I. _ ! 1 Q 1 — — � — — - 7 — — 7 S.. Od _ F_i it _ N fl 0 a1 1 0 z. O E E. u !1 0 3 p y W 1 ! I 6 1' -. -g, \ ¢ i ` z h y al 0 ' . 0 7 — - - 1 r 0 -' ��,^ ` :b2 00,x: J �� or . Q LV T r I c, 0, f o,o _ t____J___ e I> o 6 rt - -- 1 F- 7-- -T - - -- b 0 __,__ O J — TII,.hNw L a L I @ JI ndmd iii 1 ! C } HH ------- �—i-- -- I----- I- I-- O, 0 - - -1--- 4--- — 4- —+ T L, ce! i 4, B , v — 0CD1 I I _ �.d �m as -a as 1 a — yd �. r- 1" 1 1' T 1 1" x 1 � 6._ v PROJECT NORTH ,i„ I �j NORTH -SHELL DEMOLITION `0 BUILDING 250 Nova 2µ125s >er+MrzrcrlrEx A °B "° 370601 �y /� SKEET 401..2 SCALE _ 1/32".=1-0" Qn 0246 12 24 36 66 60 °F /0/31/951 2 .. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 I 18 "a DEMOLITION NOTES: / GENERAL: ALL DEMOLITION IS SUBJECT TO THE FOLLOWING: V .4 .LL DEMOLITION /1URC IS AT THE DIRECTION CF THE BUILDING OWNER B REUSABLE MATERIALS AND DEVICES WHICH CAN BE MADE 'LIKE NEW' ARE 70 BE CAREFULLY REMOvED AND PLACED IN 9501JRE STORAGE AS DIRECTED BY THE OWNER'S REPRESENTATIVE. C REMOVE AND DISPOSE OF ALL DEBRIS OFF SITE IN A LA5FUL MANNER D. LEAVE ALL AREAS 85005 CLEAN' UPON COMPLETION OF WORK KEY NOTES: `/ 1 REMOVE ALL EXISTING FINISHES INCLUDING FLOORING AND CEILINGS IN THE AREAS SNOLN. DISCONNECT UTILITIES AS REQUIRED AND CAP PER CODE REMOVE ALL LIGHTING FIXTURES AND NVAC DISTRIBUTION DEVICES AND SYSTEMS. BUILDING LIFE SAFETY AND ALARM SYSTEM DEVICES ARE TO REMAIN PJNCTIONAL PENDING NEW CONSTRUCTION. 2 REMOVE EXISTING NON- BEARING PARTITIONS, DOORS, REL/TES, FRAME5, FIXTURES ETC AS SHOWN DISCONNECT UTILITIES AS REQUIRED AND CAP PER CODE O • L. Q O o. G' a N 0 4 p C o u Z U V; r . I • . r 9 --` _ —_ _ _ 1 '0 --` — -- —_ —. Oq 0 — __ Oj � �^ I O. 0 - iO L�t_r . { -,�f I ?! ' 0 P.._ 07.+ +Or T 10 y +�rt_I+ • I 1 O Ir -'— ', - -H OREiI a -- w< ev .� 3. CUT OPENING IN EXISTING FRAME AND GLL8 PARTITION FOR NEW DOOR AND /OR RELITE AS SPOOK 4 CUT OPENING M EXISTING CONCRETE WALL FOR NEW DOOR AND /OR WINDOW AS 550¢1K SEE STRUCTURAL DRAWINGS FOR OPENING 517E AND SNORING AND /OR REINFORCING REQUIRED S. REMOVE EXISTING CASEWORK AND DISPOSE OF AS DIRECTED. DISCONNECT UTILITIES AS REQUIRED AND CAP PER CODE B NB fI b. REMOVE EXISTING DOOR AND FRAME FROM WALL TO REMAIN PREPARE OPENING FOR NEW INFILL. 7 REMOVE EXISTING EQUIPMENT FROM WALL 70 REMAIN PREPARE OPENING FOR NEW INFILL. 5 REMOVE EXISTING EXIT TUNNEL, WALLS, 73005 AND LID. DISCONNECT UTILITIES AS REQUIRED AND CAP PER CODE. 9. REMOVE EXISTING STEEL STAIR AS SHOW SALVAGE ALL FOR RE -USE P I0. REMOVE EXISTING FLOORING+ EXISTING CEILING GRID, TILES FIXTURES, DIFFUSERS e OTHER DEVICES SHALL REMAIN. 3a p '1111 1p : .pl. : +!`f " ;g�a: j — •: iz_b b 0 C\J 0 W r 1 . - - _ 1), _ O � __ _ '. .... -0 O o -,o ° O 0 0 O — 0,� - -1 t O.tl O '0 C> 1 ��// ® 0 7 PROJECT NORM TRUE NORTH un o+ „I,U 404 012 1995 PERMIT CENTER \\ E D C 4 "' ND' 370601 SHEET ADi -3 SCALE 1/,32" =1E0* 36 46 60 0246 12 24 J OF 10/3I/951 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 DEMOLITION NOTES, GENERAL, ALL DEMOLITION 15 SUEUECT TO THE FOLLOWING: A ALL DE7ICLITION WORK 15 AT THE DIRECTION OF THE BUILDIW OWNER REI10SED .Wm MATERIALS ^ B. REUSABLE PLACED INS SECURE STORAGE A5 DIRECTED 07 77,E NEW ARE TO OE OaN R 5 REPRE5�L7IVE D. LEAVE ALL AREAS 'BROOM CLEAN' UPON COMPLETION OF WORK KEIOTTES: 1 REMOVE ALL EXISTING FINISHES INCLUDING FLOORING AHD CEILINGS IN THE AREAS SHOIM DISCONNECT UTILITIES A5 R30/4/RED AND CAP PER CODE. REMOVE ALL LIGHTING FIXTURES AND HVAC Df$TRI&Ii1G1V DEVICES AND ST$TEMIS. BUILDING LIFE SAEii' AND ALARM 5r5TEM z DEVCES ARE TO REMAIN FUNCTIONAL PENDING NEW CpJST,O•l^71GN, 5 REMOVE EXISTING NON- 55.RING PARTITIONS DOORS, RELI755, FRAMES, FIXNRES. 570 A5 SH0UN D75GCW507 UTILITIES AS REQUIRED AND GAP PER CODE 3. CUT OPENING IN EXISTING FRAM AND Gil8 4 CUT OPENNG 54 EXISTING CCNV^RETE ALL FOR NEW DOOR AND /OR WINDOW A5 SHOW AS WALL 555 CUIJ STRUCTURAL DRAWINGS FOR OPENING 912E AND SHORING AND/OR REINFORCING h'EQUIRED _ —. _. __._ _ 3 5. REMOVE EX/57M CASEWORK AND 028505E OF A5 DISCONNECT U71LIT /55 AS REQUIRED T t.. G. w z o z: o 0 U fi MEZZANINE- DIRECTED AND CAP PER CODE b. REMOVE EXISTING DOOR AND FRAME FROM WALL TO REMAIN PREPARE OPENING FOR NEW INFILL u "a 1 : I ; ¢; /„LI pF \ I A e O IH H Cl_ _— - i I I -_ __� T -_ _.— 7— I BUILDING 250 SHELL 1 REMOVE EXISTING EQUIPMENT FROM WALL 70 REMAIN PREPARE OPENING FOR NEW MFILL. 5 RE71OVE EXIST /N3 EXIT TLOMIEL, WALLS DOOR AND LID DISCONNECT UTILITIES A5 REQUIRED 1 AND GAP FER CODE K 1_°0 4 REMOVE EXISTING STEEL STAIR AS SHOW SALVAGE ALL FOR RE- USE 10. REMOVE Exl5T1NG FLOOR /NGt EXISTING CEILING GRID, TILES. FIXTURE5 DIFFUSERS 2 OTHER DENGEb SHALL REMAIN. � _ �� fi J _2 I H . DEMOLITION < 5CALE: 1/32' . "- 0' F E D C - PROJECT NORM 0u„. TRUE NORTH °H "°' 370601 c,u2E PEWIT CENTER _,:zi SHEET A^1- f SCALE 1I °01—O" 0246 12 36 46 60 °`• 1031/95 1 2 3 4 5 T..,- 6 7 ; 8 9 [ 19j 11 12 13' .1.4 15 16 17 1 18 (5) ROOF STRUCTURE 3 4 (E) PANEL JOINT OR OPENING (5) P.C. PANEL 7.S_ COLUMN PER PLAN m'g (0) SAWCUT OPENING 5 6 8 11 12 13 14 5 16 1 17 18 (5) ROOF STRUCTURE 43x3011100' -6 w/ Le "0 THREADED ROD. EPDXY GROUT 5" INTO P.C. PANEL DETAIL a® 48 "o.c. MAX F. (5) PANEL JOINT OR OPENING (E) PANEL JOINT OR OPENING GENERAL NOTES ,DOM: UNIFORM BUDDING CODE, 190FDTI0N (N) SAWCUT OPENING 2- 1 "0 THREADED DETAIL b RODS 0 TOP OF STRONGBACK. EPDXY 5" INTO (E) P.C. PNL. T.S. STRONGBACK PER PLAN 'h" IQ 0/2 -5 /a "0 THREADED RODS EPDXY 4" INTO (5) CONC. SLAB TYP. DETAIL as 4513006 x0' -6 w/ 3/4"0 THREADED ROD. EPDXY GROUT 5" INTO EACH P.C. PNL ® 48 "o.c. MAX. (5) P.C. PANEL - (5) ROOF STRUCTURE (5) P C. RANEE —TLS. COLUMN PER PLAN BALANCE PER SECTION A -1 "0 THREADED ROD EPDXY 5" INTO (E) P.C. PANEL ® 46"o.c. MAX. 1/21440' -4" IQ WASHER (TIP.) EXISTING CONC SLAB Lrv&LOAD3: p001001110011 AO MPH FANG EXPOS SMMTIC .. .........................ZOIIDEI 6 ALL CONCRETE SHALL BE SIO S- AGGREOATE CONCRETE NAVIN] A UNIT WEIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOL. 36 DAY COMPOB591VE STRENGTH SHALL. [ Es...UOWS: (5) ROOF \ - -(6) SAWCUT rc.N1001FOR ALL CONCRETE STRUCTURE OPENING IX 40,010 SUBMITTALS SHALL CONFORM TO SECTION 115 OF THE 000. AWING AND PLACING G ALL CONCRETE SHALL FIE IN ACCORDANCE WITH TIE UBC AND ACT CODE DETAIL d SINS. PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH, TO PRODUCE A DENSE WORKABLE... WITH A MAXIMUM SLUMP OF I INCHES, WHICHCAN BB PLACED TS10x6x`.M1S BEAM *WHOM SEGREGATION OR MKISS FREE SURFACE WATER L0 CHAMFER ON ALL 13700000 CONCRETE DRAWINGS. GROUP 500 COLD UNLESS 04 BASES SHALL 00 000000 004010ARCHITECTURAL 1IN MASTER BUILDERS, INC. OR APPROVED EQUAL. (F) P.C. PANEL T.S. COLUMN PER PLAN EXISTING CONC. SLAB - EXISTING CONC. SLAB (0)2x4 STIFFENER 10 24 "DL. (0)446 J LEDGER H 0 F E C (E) FOOTING OR GRADE BEAM DETAIL a @ SIM. SECTION A -1 SCALE: 1/4" =1' -0" BALANCE PER SECTION A -1 EXISTING CONC. SLAB (E) FOOTING OR GRADE BEAM (5)61/4 x36 GLB (5) P.C. PANEL SECTION E -1 SCALE- 1/4 T.S. COLUMN PER PLAN MP.) T510x5x54s BEAM (5) BEAM BUCKET (E) FOOTING OR GRADE BEAM SECTION B -1 SCALE 1/4" =1' -0" (E) TRENCH (N) 5" CONCRETE SLAB w /6x6 -W1.4/ W1.4 W.W.F. #411' -0" © 24o .c. EPDXY 6" INTO (5) SLAB -- (5) 71/4" ONE -WAY STRUCTURAL SLAB PEA GRAVEL -��(E) TIMBER PILE BEYOND SECTION F -1 SCALE: " =1' -0" A SECTION C -1 SCALE: 5/a " =1' -0" 10 11 -- (5) FOOTING OR GRADE BEAM BALANCE PER SECTION A -1 SECTION D -1 SCALE: 4 "= 1' -0 ".- SMUG/URAL DRAWING AHORFVIAT0N1 AN ANCHOR DOLT F0 FLOOR P.L PROPERTY LOPE ARCH. ARCHITECTURAL FIG FLANGE P.P. MAHAL PENETRATION By BEAN F.O.C. FACE OF 1011CRETE P.C. PRECAST NDO BUILDING F.O.F. FACE OF HNISN PCf POUNDS PER CUBIC BON BOTTOM 4.05. TALE Of STUN FOOT CA CAMBER F.P. FULL PENETRATION PS POUNDS PER SQUARE C.C. CENTER -TO- FS. FAR SDE INCH CENTER FT FOOT PP POUNDS PPP SOWRC MSTEL ANEWS STEEL. HANGERS TO BE SI PSON OR APPROVED EQUAL NAW ALL C.LP. CAST -IM -PLACE FTG FOOTING FOOT TUNES WITH NABS M SPECIFIED BY MANUFACTURER UNLESS SHOWN OIHNLWISe of CA. CONSTRUCTION JOINT GA GAGE R.O. ROOF 110000X WB101. MACHETE BOLTS TO BE A0M: ¢%PENSION BOLTS IMO CONCRETE SHALL. BE : JOINT 11 MLR GILV,WRfD REOT REINFORCING .110WIXB0DIS-U•0ANOBACNRPD AND MST^a•FD PER ICB0 PEPORTM6H DATED 11 CUING C.OL COUP REO.D 0010 REQUIRED FEBRUARY 1093)01 APPROVED EQUAL. ANCHOR BOLTS INTO CONCRETE SHAOL. BE A IDS. : - CIA ONO RARE RN. RENNIN ¢DMPMPOR ANCHOR BOLTS N CONCRETESHALLBEPERU0CTABLET9- CIA CHAR GR. GRADE 5001, SC0110* XONOAUYF EMB tlTO CO/CRETE MASONRY GYPSUM WALL SECT. SECTION 0.1.NE45 NDIGTEDOTI®LWISR UNH DERD SM. SHER COL COLUMN H0, HEADER STY. SINUS PRAMINGLIIMBRR Bea CONN. CONCRETE- I.D. INSIDE DIAMETER S.L. SHRINKAGE CONTROL 3 %t1X AEAIBERS ......................... D.P. O...... 76.675. CONS. CONNECTION I.F. INSIDE FACE JOINT - COXSL. CONYRUCIDN INS IN S.O.G. 540 ON 00111E - LOMBWNOT NOTED SHALL BE D.F. YD OR5ETIER CUNT. UM00009 INTERIOR 0)91 SP. SPEC[ [GETS. CONTRACTOR JOINT SPEC. SQUARE ALL mums 5xu �. CONPO0M TO WWPA WESTERN I TAMPA GRADING 110., - 1991 45. CLOSURE STRIP KIP (LOOS QUA SO. STANDE ON ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SNAIL. BE PROVIDED DINT KSF NIPS PER SQUARE STD STANDARD EDITION. DEL. BEFALL FOOT L WITH RY SILOS E PRESSURE WASHERS. ALL WOOD N CONTACT WITH COMMIS OR DD. DIAGONAL LT. LONG FOOT 0L STEEL MASONRY SOUL. B¢ PRESSURE TAEAIED. MAXD.NM MOISTVRE CONTENT 195E AT '....- NAG. DIAGONAL LLN. LONG LEG STRUCT. SYMMETRI A WSI'ALLAHONFOR ALL LUAEER D.O. 0010 LONG SIM TOP 0 BOTTOM IN x LV. LIAHUF.T RERBCAL 710 TOP 0 E000Y INSPECTIONS. LS. DWG DOWN NAM SPOUT MO. AoUR[R I.O.F. TOP OF FOOLING A COPY OP ALL INSPECTION REPORTS AND TEST RBSULO FOR ALL REQUMED DWG DRAWING MEN. W0000/ T.O.W. SOP Of WELL INSPECTIONS SHALL BE SUBMITTED TO UN BUIIDT 0 DEPARTMENT, SHUTLER (0) DOWEL MACH. MECHANICAL T5 STRUCTURAL 01101 1110E CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY (` (0) EXISTING NC MISC MINIMUM U.B.C. TYPICAL V MISCELLANEOUS U.B. UNIFORM MELDING FOR 0800 REVMW. THE BUILDING TESTING AGENCY SHALL 1I AN /?1T DWPLND 404200/44 HALL BB EL ELEVATION UMBEL NCODF APPROVED BY THE BUB.DNG pF90 0 INS 171E PO 1 OSQ )000 BY 11113 SHALL BE 110. EQUAL Km NEAR SIDE U.H.D. ULOSS NOTCH DEPARTMENT HALL ALSO EPERORMD.SJOCITONSIS PE BY THE BVINE.DONOT a. EQUIPMENT MS NOT E SCALE OTNCRWIS[ OBPAATMBM'NALL ALSOBBPNTPORI.®. JOB 9TIE VISITS BY THE ENGBOBIR DO NOT E.L. EACH PACE O.C. ON CEDER w/ WITH COISTfl 01 AN OFFICIAL C INSPECTION. E.W. EACH WAY 0.0. OUTSIDE OWEETER f WIDE FIANCE _ EXT. - EXTERIOR O.F. OUTSIDE FACE f WITHOUT AN INDEPONDEM TESTER) LAB APPROVED BY THE ARCHITECT SHALL INSPECT ELT. FOOTING OPNG OPENING WEDEDWIRTEE CONCRETE AND INBAR AS FOLLOWS. F.D. FOOTING ONAIN PP. OPPOSITE W.W.F. CUED HIRE FABRIC FON FOUNDATION P POST CONCRETE E - FIN. ISH L PLATE INSPECT R ®AA PLACEMENT PRIOR '113P000N0 TA1E 5 CYLINDERS FOR EACH, CONCRETE POUR, BUT NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF ' : CONCRETE, NOR LESS THAN ONCE FOR EACH 510 SQUARE PNET W SUNPACB 1 I AREA FOR SLABS OR WALLS. TEST ONE CYLINDER AT 7 DAYS. TBSTABMAIIMG CMINDENS AT NN DAYS. SLUMP, AN CONTENT AND CYLINDERS PER 1150 SECTION 1905.6. SPECIAL INSPECTION SHALL. ALSO BE PROVIDED FOR ALL P10.13 WEIDIN0. 0111 ' $IACNQN 0011010, EPDXY BOLT AND P.XPMSION BOLT INSTALLATION AS REQUIRED i BY 000 5BC1100 1701.5. 410P DRAWINGS; SHOP DRAWINGS FOR THE FOMAWNG DIMS SWAM BE SUBMITTED ID THE ARCHITECT 1 AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABNCAHON. SHOP DRAWNGS CONSISTING NOT BE *0007TED M SHOP DRAWING NO OF THE STRUCTURAL : L DRAWINGS WI R REVIEWED YB THE STRUCTURAL 010011101 AS SUCH. O REINFORCING STEEL. MAL EPDXY FOR FASTENING ANCHOR BOLTS INTO EXISTING CONCRETE 10 BB 01 C -I00 HOLES SEARED AN AI�ANCE WHIT NU0010IIF S SPECCFICATIAIONS.Ix DRDlI!D R NFOR 1 FL ALLREINAPRCS.E 00,00 SHALL CONFORM TO AMITY L02201100 ALL REINFORCING BB GRADE 1 EIIN •CATE PH', BELOW. ER LAP OM. BEND) EL BB PROM BARS R CONCRETE AS INDICATED BELOW. CORN01 BARS (1' -T• BEND) WRL Be PROVIDED FOR __. ALL 100M'AL LEN„... ENT. Der. STE¢ N A WTDS ACT WELDED WIRE FABRIC TO CONFORM TO ASTON 183 AND A -135. AENIEM LAP SPUCE LENGTHS H 0.0440 T9.33➢RE 30• M 337 in 5" pa 597 110 7.17 THE FOLLOWING MNI01M COVER SHAM BE PROVIDED FOR REINFORCEMENT (UNLESS HDICATED OTHERWISE ON DRAWINGS), A) CONLIETECASr ACANSTAPERNAFLL121t00. 05ED TO EARTLL........._ ........................_._.................... ..................STIN.FORLHFA® 0) CONCRETE EXPOSED TQBARHL0R WEATHER (GSTNro0MS) YS BARS 8 NOTEXPOSIO T ........00.........00NCONTA -10" 0) 5L001, re NOTPJOOC O /100 *110.1O¢NCONrAMTH GROUND BEAMSBEA, WOOS tCOL@. D15 ............................ _..... ..........................1 -IQ• WILICULSALMFAN TINE NFORM TO ASIM MOO. GRADE B 03' 16.000 00. STRUCTURAL STEM SHALL CONFORM TO ASIA 1.16 (F0, - 36,000 p0. APPLY MINTER COATS PER APACTICNRAL SPECIFICATIONS. WELDS NOT SPEC.30 WALL BE 31I6• CONTINUOUS FILLET mem. . ALL WELDS l0 BE N ACCORDANCE Wrrn ALAS DI.I -93 AND BY WABO CPATIP®WMMERN USE FRBRRETD%%LOW HYDROGEN MECIRODRS. .$6.60 100000 0010 0M 71.000,00016 190 50,80 2) STRUCTURAL FIFE, ITEMS -. THE BNO '1100 OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN NIENT ONLY.._. VERMGHON OF 01AENSON3 AND QOAN7GTE3 ARE THE RESPONSIBILITY OP TIE CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGEBBR OP RXOOID. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY THE MANUPACIUROI SHALL BEAR THE STAMP OF A LICENSED WASNINGION STATE STRUCTURAL ENOIN®t AND BB , SUBMITTED TO THE STRUCTURAL EN01NEER FOR A CURSORY RBYBW FON COMPLIANCE D ' WITH THE INTENT OF TIM STRUCTURAL DRAWINGS AND FON LOADS M POE ON MSC STRUCTURE. 7HE COMPONENT SP CONFORMANCE AND ALL NECESSARY CONN¢C00511 war 0 95Cl5ICA1LY CALLED OUT ON M0014C1UML OR ETRUCMAL DRAWINGS. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPES: REPRODUCIBLE WILL BE REVIEWED AND RBTTNNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER SHOP DRAWINGS 01002)1IRAL DRAWINGS. T SHALL 00 PLACES., NS RESPONSIBILITY OF TIM GENERAL CONTRACTOR TO MME CERTAIN THAT ALL CONSINUCTTO5 E N FULL 0010011 Nr WITH NB LATEST SDUCTIMAL DRAWINGS. SPECIAL CONDITIONS; DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND (TUNING N ACCORDANCE WITH SOUND PRACTICE AND ALL NATION.,'.. STAG, AND LOCAL CODES. CONDUCTOR TO COORDINATE ALL TRADES AND VNUPY DIENSIONS N FIELD. OBTAIN ARCHITECTS APPROVAL PRIORI° ALL PEED CHANGES.' SEE ARCHITECTURAL LODSANDWAI 00S, DRAWINGS OPENING FFLOOR AND WALL OPENING DIMENSIONS LOCA AND 111" 155011 2 13 14 15 16 8 H C UPGRADES "MATCHLINE 'A9' "J PARTIAL FOUNDATION PLAN SCALE: 1 /16" = 1' -0" NOTES' 1) SEE SHEET S -7 FOR FOUNDATION PLAN NOTES- /1) Yib ATCHUNE °--7 0 oOW ® oN JOB NO. 95/ -60 SHEET 2 S _ OF 11 5 MATCHLINE 'AB' N PARTIAL FOUNDATION PLAN SCALE: 1/16" = 1' -0" NOTES: 1) SEE SHEET S -7 FOR FOUNDATION PLAN NOTES. JOB NO 95 -60 (E) 5" THICK CONC. SLAB N PARTIAL FOUNDATION PLAN NOTES: 11 SEE SHEET 0 -7 FOR FOUNDATION PLAN NOTES. 3063 SLAB N PARTIAL FOUNDATION PLAN NOT S. I 1 EEE SHEET T1 X06 E00NDAI1ON P ON N ETTE1. CONC SLAB NOTES. 1) SEE SHEET 0 -7 FOR FOUNDATION PLAN NOTES. PARTIAL FOUNDATION PLAN A- 015 A 1 SIM. iz MATC HONE MMATCHLINE 'DF' MATCHLINE 'D CONC SLAB N540316 --PARTIAL FOUNDATION PLAN SCALE. 1 16" — NOTES. 1) CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS & CONDITIONS) \ IN THE FIELD PRIOR TO START OF CONSTRUCTION T A-- -) 2) DC NOT OVERCUT CORNERS 10 SAWCUT OPENINGS nA E 10/30/95 (E) S' THICK CONC SLAB 14 15 6 18 AICHLINE '110 (E) 6'- 0" 1 LOUVER PA5-03% 4 N PARTIAL FOUNDATION PLAN SCALE. 1 /16" = I' -0" S NOTES. 1) CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS & CONDITIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. A-! 2) DO NOT OVFRCUT CORNERS ® SAWCUT OPENINGS. 1 "