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HomeMy WebLinkAboutPermit B96-0170 - BOEING EMPLOYEES CREDIT UNION (BECU) - ATM LOBBY AND INTERIORCity of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0170 Type: B -BUILD Category: ACOM Address: 12770 GATEWAY DR Location: Parcel #: 271600 -0075 Zoning: M1 Type Const: II F.R. Gas /E1ec: Wetlands: Water: TUKWILA Contractor License No.: LEASECL118NB Status: ISSUED Issued: 07/18/1996 Expires: 01/14/1997 Type of Occupancy: BANK Slopes: Y Sewer: SEPTIC TENANT BOEING EMPLOYEES CREDIT UNION 12770 GATEWAY DR, TUKWILA, WA 98168 OWNER BOEING EMPLOYEES CREDIT UN. Phone: (206)439 -5961 PO BOX 97050, SEATTLE WA 981249750 CONTACT DAVE KASE Phone: 206 623 -4646 1420 FIFTH AVENUE #2400, SEATTLE, WA 98101 CONTRACTOR LEASE CRUTCHER LEWIS Phone: 206 622 -0500 307 SPRING STREET SUITE 500, SEATTLE, WA 98104 *. kkk* k' k*** k*** kkkkk* kk* Akkk**' k**• k* kkkk* k* kk*** * * * * * *•k * * * * * * * * * * * * * * * * * * * * ** Permit Description: ADDITION OF ATM LOBBY AND MISCELLANEOUS INTERIOR IMPROVEMENTS. SETBACKS Units: P01 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLEFED UBC Edition: 1994 Valuation: 140,000.00 Total Permit Fee: 1,798.46 kk**** kk***k k* k' kkk kk k***k k• kk. kkkkkkkkk* kk* k*** k *kk *k **k * * * * * * * * *•k * * *•k * * *'* ** Permit .Center. Authorized Signature Date 1 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 permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this bui3iing permi Signature: Print Name: &t,D r4 ,ECG Date: '1'0'616 Title: aig% -Se4g1 Thi, 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. CITY OF TUKWILA Address: 12770 GATEWAY DP Suite: Tenant: BOEING EMPLOYEES CREDIT UNION Type: B -BUILD Parcel #: 271600 -0075 Permit No: 896-0170 Status: ISSUED Applied: 06/18/1996 Issued: 07/13.`19966 'k 4 •k :4 'k M •4 * k* •k * '4 k* •4 •k k 'k 'k •k 'k . k * 4 k k* 4 '4 k :k ;4 •k. '4 k k k 'k 4 k M k •M '4 k 9 '4 'k k k ' 4 ;4 k 4 k i •k M k i '4 4 4 4 , 4 4 k Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent s e d i m e n t a t i o n off- site or into existing storm drainage 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. No changes. wi l 1 be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 4. Plumbing permits shall be obtained through the Seattle-King County •Department of Public Health. Plumbing will be inspected by that agency, including all ga.. piping (296 -4722) . 5. Electrical 'permits shall be obtained through the Washington State. Division of Labor and Industries and all electrical work will 'be inspected by that agency (248-6630), 6. All ,mechanical work shall he. under separate permit issued by the Ci ty of Tukwila. 7. All, 'permits, . inspection records, and approved plans. shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 8. All `structural concrete shall be special inspected (UBC - Sec. 306(a)1). 9. .All.'structural welding shall be done by W.A.B.O. certified welder_ and special inspected (UBC Sec 306(a)5) . 10.' All high- streni th bolting :half be slaecial inspected (UBr: Sec. 306(a)6). 11. Bolt'.installed in concrete shall be special inspected (UBC - Sec. 306(a)2) . 12. When special inspection is required either the owner, architect. or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 13. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 14. Any new ceiling grid and light fixture instal lation is required •to meet lateral bracing requirements for 'Seism'ic Zone 3. 15. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 16. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less., and material shall bear identi- fication showing the fire performance rating thereof. 17. All construction to be done in conformance with approved 1n., e.�.� ..o.v111141111.ten.�.�f s4' i1� 11.Eii.•.1111n� 12.1141.446e.- f' ..L� i 7t3Ui1 Edition) as amended. UAtorm Mechanical Code (1994 Edition), and Washington S1Yverlgy Code (1994 Editio 18. Notify the City o ukwila Building Divis4on or to placing any concrete. This procedure is in addition to any requirements for special inspection. 19. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51-13 WAC. '°'?,A' .AYE S .:ti��v� DEPARTMENT$ s�'AO.'ithOek.1;frig F t ��,� :;��� , DATE" x;+46 s�. };h Y D'AT:E. �} ,.. , � 4A P,. • P ROME .D..� ::` h t.5." ,. t , ry :.,-,, Y't k F%+'�•s�t1'T i' • ty. ,tip.('?,...t r- t 4y TTf K� r R E a.,, �•�• �,.��,' : �r:. ���. � �;.� � • � ' �` ?'� • GIUIREMENTS /A ' L' `tx fi,� t ' , -, t', f .� ,,“,,,. spa .,, ,t Z. ':, „-a.11A,twAi.Nt 4 ,,tv,4 :; v , u t g Plan Review Meeting 1 %j. 1 — l ( 62-/- n "/ - -7t ONSULTANT: Date Sent - Date Approved - (D INIT: gj P � � Z p (ROUTED) BUILDING - � initial review BY: (init) FIRE 7- 2-% �I`'�� Sprinklers WA ' IRE DEPT. LETTER : INSPECTOR: 1 C Z I NIT: O, LANNING . / G , � / / ZONING: PAR /LANDUSECONDITIONS? QYes 0 No `iEFERENCEFILENOS.: INIT: A,t (1 MINIMUMSETBACKS: N- 5- E- W- PUBLIC WORKS • - 711 .2.,196, "70 ti(o JTILITYPERMITSREQUIRED? Yes O No U BLICWORKSLETTERDATED: I jc I NIT: BUILDING - final review 1, l� l 116. %l (� r j � , TYPEOFCONSTRUCTION: IC -i SP C � CERT.OFOCCUPANCY? , Oyes .� UBC EDITION (year): ill' t INIT: � `� i BUILDING OFFICIAL -7 �11( 7 -/ ' -`h-) ' INIT: AMOUNT OWING: 4 ! OG ( . .1-5 CONTACTED • ff j'\ , _ `C13.Q, (R 1 DATE NOTIFIED 1 — l ( _ q r „ J BY: � \\Jc 2nd NOTIFICATION BY: (init) 3RD NOTIFICATION BY: (Init.) PLAN CHECK NUMBER R (o`Oflt CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PROJECT NAME "'. lI IOt 4)5 •411 i O r i on SUITE NO. SITE ADDRESS Ia - 10 Co.k€Ltk DY 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. REVIEW COMPLETED 02/15/96 SITE ADDRESS SUITE # 1 '211 C- \l\tirecI VP-1\1e VALUE OF CONSTRUCTION - / c — PROJECT NAME/TENANT / ?? 6 1r4,& atvaiscee5 GParok iitAl ?fr'& . Improvement (residential) ASSESSOR ACCOUNT # aeib 2 _ 061v - c'o 1 (commercial) Demolition (building) 0 Other TYPE OF 0 New Building tel Addition k Tenant WORK: 0 Rack Storage 0 Reroof 0 Remodel DESCRIBE WORK TO BE DONE: _Q e • lt^ r i er I wi i A44. -› BUILDING USE (office, warehous, etc.) v �}U A 6 ir U1l\otA, X'av -k . NATURE OF BUSINESS: re,1� Uim WILL THERE BE A CHANGE IN USE? NI No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: \ , s,,Tenant Space: i , Area of Construction: ekti S F + WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? N 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: CI S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER v u PHONE , r . , _ ADDRESS t,),1io ` �, . , ; PHONE ZIPC�� i CONTRACTOR ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT 6 \►aLtn A r �� ` k teic k ucv PHONE ,Z . 4.62 ,t'Se, ZIP� 6 ` ADDRESS l r, 44- ` CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER D • APPLICATION MUST BE FILLED OUT COMPLETELY I HEREBY CERTIFY THAT II HAVE READ AND;EXAMINED:THIS: APPLICATION' AND: KNOW THE SAME T BE TRUE AND CORRECT, AND I ° AUTHORIZED: TO APPLY FOR THIS PERMIT. ; BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT PRINT NAME c i s cxitp - ADDRESS BUILDINI PERMIT APPLICATION DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE_ BUILDING SURCHARGE OTHER: AMOUNT RCPT # DATE TOTAL` DATE PHONE CITY/ZIP • � ..- Cj`f' # a2 CONTACT PERSON PHONFe - 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. Q DATE APPLICATION ACCEPTED cl DATE APPLICATION EXPIRES 10/22/03 COMMERCIAL permit application (one for each structure) n Specifications rn Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed engineer n Topographical survey NEW COMMERCIAL BUILDINGS /ADDITIONS n Completed building El Assessor Account Number Two sets (2) of the following: C Energy calculations stamped by a Washington State licensed . engineer or architect n Legal description Working drawings, stamped by a Washington State licensed.:: architect, which Include : • Site plan • Architectural drawings • Structural drawings • Mechanical drawings • Elevations • Civil drawings • Landscape plan n . Completed utility permit application (one for entire project) n Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility :. submittal requirements. :;RACK STORAGE n Completed building permit application Assessor Account Number Two (2) sets of plans, which include: Building floor plan showing: • Entire space where racks will be located • Exit doors : • Dimensions of all aisles I I Tenant space floor plan showing rack storage layout, aisles and exits. NOTE: :Include dimensions of racks (height, width and length), aisles and exit ways on plan. n Structural calculations stamped by a Washington State licensed engineer (rack storage 8' and over). RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS /ADDITIONS n Completed building permit application (one for each structure) n Legal description Assessor Account Number n Two sets (2) of working drawings, which include; • Site plan - - fo plan, show closest hydrant location. • Foundation plan Include access to building, showing • Floor plan width and length of access.) • Roof plan • Building elevations (all views) • Building cross- section • Structural framing plans Washington State Energy Code data Completed utility permit application. n Six (6) sets of site plans showing utilities: NOTE: Building site plan and utility site plan may be combined. See . utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may required if unique site conditions. ., SUBMITTAL CHECKLIST COMMERCIAL TENANT IMPROVEMENTS . II I I Completed building permit application (one for each structure or tenant) •• Assessor Account Number Two (2) sets of construction plans, which include: n Site plan Location of tenant space Existing:and proposed parking • Landscape plan (if :applicable, i.e;, change of use) C Overall building plan • Tenant location ..Use of adjacent (common wall) tenant • Overall dimensions of building or square footage Floor plan of proposed tenant space • Tenant space plan with use of each room labelled. • Exit doors, egress patterns; • New walls,: existing wall, and Walls to be demolished':: n Construction details • Cross sections showing wall construction and method of attachment for floor and ceiling n Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE : if any utility work Is to be done, submit separate utility permit application and plans. REROOF n Completed building permit application (one for each structure) n Assessor Account Number C Narrative describing existing roof, material being removed, and material being installed. NOTE: A certification letter is required prior to final inspection and sign- off of the permit. ANTENNA/SATELLITE DISHES • I Completed building permit application n Assessor Account Number • Two (2) sets of plans, which include: H Site Plan (showing building and location of antenna/satellite dish) Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licensed engineer may be required RESIDENTIAL REMODELS Completed building permit application for each structure n Assessor Account Number H Two (2) sets of working drawings, which include •. Site plan Foundation plan Floor plan 4.ROof plan Building elevations (all views) • Building cross- section ∎Structural framing plans NOTE: If any utility work Is t be done provide utility permit application. and plans must be submitted:' removed, and REROOFS L.__ Completed building permit application (one for each structure) Assessor Account Number Narrative describing existing roof; material being installed material. bean NOTE: A certification letter is "required prior to final Inspection and sign . • off o f the permit k *flit*••A * * ** *sA *k * *A *A *A * ** * * * *AiF *A* AAA * * *A•.A * *et * * *4A *k *dc *A *;tA* CITY OF TUKWILA. WA a�t efbr V0 TRANSMIT +4* Plt :* * *A A* *** * * *** ******** *,4A ** eV a * *•h•** * * * * * *h * * *44s1**A***. **• TRANSMIT Number: 96004474 Amount: 1,091.75 07/18/96 14 :59 Payment Method: CHECK Notation: DECD Init: MEV Permit No: 1196••0170 Type: B-- BUILD BUILDING PERMIT Parcel No: 271600•-0075 Site Address: 12770 GATEWAY DR Total Fees: 1,798.46 This Payment 1,091.75 Total ALL Pints: 1,798.46 Balance: .00 14 4**A, i ***d *A**:4.. *4* *k•k *.4.4 * * t1•k l **4 :.4 4 ** * * **4***A*A•A *•kA *A.4 A * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 1,087.25 •000/386.904 STATE BUILDING SIJRCHAROE 4.50 This Payment *4*k**Ic* *.*:4*AA * **.*AA*k*•4** *.***: # CITY OF TUKWILA, WA * 4***** 74•h4e****•k* *k *•4•h * * *** **k*4. #•A*4* TRANSMIT Number: 96004579 Amount: Pavuent Method: CASH Natation: BOEING Total Fees: 25.00 Total ALL Ping: Balance: 1352 07/22 9617 TOTAL 1091.75 k4..44 4.:4*• k +A A•A *k *4•k* TRANSMIT *.4 ** 4 *k ** #.4. .4* *h* 25.00 08/02/96 13:08 EMPLOYEES Init: SLB STORM DRAINAGE Permit No: PW9G--020S Type: P14 -SD Parcel No: 271 -•0075 Site Address: 12770 GATEWAY DR Location: 12770 GATEWAY DR /EXIST.CB APPROX.5OFT fJOUTH OF 25.00 25.00 .00 *- **A4*,4•A:4* ** * *.4* *:k *o4A*A* A ** *•k * *14 * *** * * **IS *A **k*4* *•A** * * **•A** Account Code Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 412/342.400 INSP. FEE •- STORM DRAIN 15.00 1783 08/03 9617 TOTAL 25.00 A+***A**Ak*++++a**+*+*+AA+^*++kk*A+*k++N++***^a+*+++*A*+*+*k+a*4 CITY OF TUKNILA, NA TRANSMIT **a***A+++n****+*^A*+*- **4.44 TRANSMIT Number: 96O04287 Amount: 706.71 06/18/96 09:49 Payment Method: CHECK Notation: BOEING EMPLOYEES init: SL8 '~----------------- -'------'--'------------------------'-- Permit No: B96-0170 Type: B-BUILD BUILDING PERMIT Parcel -No: 271600-0075 Site Address: 12770 GATEWAY D8 Total Fees: 1,798.46 This Payment 706.71 Total ALL Pmts: 706.71 Balance: 1,091.75 a*A**+4*+*4^*****4*+»+4*444+A++***+**+«4*^+v+*++4*�a*+** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 706.71 0580 06/19 9617 TOTAL 706.71 City of Tukwila Fire Department X FINAL APPROVAL FORM & JA/ Project Name L/Yi l/U l UAllok) Address / 2 77 v '`7'4 I ('C- '� . / )' • Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: r � l � (127 FA biz Aut�iorized Signature John W. Rants, Mayor Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT Permit No. 1?'�(D - (3/76 FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 -4439 Pr.ct~ / y• : •f inspec 'on: c c itr-- .:u IL , b ig 9C-,- -.„ S ecial instructions: S � Ic)o :J � Date wa ted: a.m. Rep ster: Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _ Approved per applicable codes. COMMENTS: Inspector: I 1 . _t;206 -3670 Corrections required prior to approval. Date: /2 (4 /te $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INV Date: roject: ... fa.INei eg I I u ioN y pe f inspectib T �: 1 ;ILI Nei Address: - �.���� 12.. J' JO ►1 rvVM tb, 2- Date called: 1 �v Q (o Special instructions: Date wanted a.m. 11 - �7 — q� Requ ter: FaAighl Phone No.: s to -14595 INSPECT! ' NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Ta- $42.0 INSPECT! s r " FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: 1 INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: PERMIT NO. Mo-orlo (206) 431 -3670 Receipt No.: Date; Proj ct: I ? C. - t Type of inspection: 1n tnr IAl l f ird Ad /:"' , iri Date called: q Date I/ an d a. m. q : ' �f Special iructions: ) te r, ` "IC.-Or �� r � 1 J� • �� Rem S.5 l �'� ■ INSPECTION RECORD Retain a copy with permit INSPECT •N N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes: COMMENTS: Inspector: I1 n I 7396 -D /7CJ PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date : „/_ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f,•ject: OA/ , i al ``Typ= - • s•ection:• I Lt 1'1 . •dres : .. i Jd r. . / .. Date callec f ' ( 6 /(o pedal instructions: � L s � (0 V.5 `'r1 vor IV , C ila ,. �-,t �� IVY 1 i C�Ce ► Date wayt7d: / / aster', /f se it o� o o 0 LI- S g INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, Wk.98188 Approved per applicable codes. Receipt No.: 9e9-0170 PERMIT NO. (206) 431 -3670 COMMENTS: Corrections required prior to approval. Ag $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • COMMENTS: fr ig-- f?eAc ",- ,-s --+—S S „,P p L v ti,1u 17m_ ( /3 3r mAccw ¢'Z_ f '1 0. � 9 DI AC; . 6R,A-c,c - 5 A, a %" 0-C- /%,i 'rte P — '1 e-V'6 I (,,ra -- S 1-N , a .0 . -- S N' U K-1. i 10 ibt OLD Al Date wanted: , 3 i 4 a.m. uester: Requester: Phone No.: Project: 14 Type of inspection: Address: j 2 ? 7 Q 6 Date called: instructions: Date wanted: , 3 i 4 a.m. uester: Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I Receipt No.: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: t• �4 COMMENTS: Type of inspectipr j j , i j Pg b A S !� `) t „ x C.e...x cc . G-- a a- I p o2 ENp (pf_() A'M AREA) Fr.AaM 1 1 IS ro Date wanted _ _ �/ �,Ln. � '► s co--*-- .f.a- . ! o r i c_d kr -� • 1 -00 . r 1 ro' ct:„ 0 izeb �.� - um io , t Type of inspectipr j j , i j Pg b A S !� `) t „ Date called: lb' y,g - a I p o2 ENp (pf_() A'M AREA) Fr.AaM 1 1 IS ro Date wanted _ _ �/ �,Ln. � Requester -jttf5 M � Phone No.:S'0, 4.5 g � i � INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Approved per applicable codes. [Z Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: s. P e& Ei egebri. um ro t Type € it pe91n: C i 1lvv A - rass: �/ CI Date called: 9 Special instructions: / S )-- p4w Date wanted: 9 127 _ G 1 C> .. Requester: Russ Phone No.: l q 5(o _ "i / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ] Correctiequired prior to approval. COMMENTS: !� Feu 2 ,P46 //t J /LJ/ $42. r 0 REINSPECT • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: PERMIT NO. Trn INSPECTION RECORD 0 Retain a copy with permit alto 017 (206) 431 -3670 Date: Receipt No.: Date: . AT sLL,. .y. * y •x:�x. PI�� e n , , _ Q � /C,u' 1 _ i (� ape of inspectio I i � Dv � ess: Ad�dr I - 1 t o 601 l w�-ti D called: 9 r el y Special instruction 12 � t sE (� ' C _ c a.r Date wanted:C/,_ ' E. O Requester: IA S Phone No.: S r 0 - 4s9% INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: \ K- Pob g V'W\ LAtidrr INSPECTION RECORD Retain a copy with permit V te-o1 Corrections required prior to approval. �ie��l5c0 Receipt No.: Date: $42.00 REINSPECTION FEE REQUIRED. Prior /to ifispection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: L 4e_ 2 dresso atrt I b a 2 d .-/-0 Date called: _ � j I , 9 . 6 Date wanted G �' � � � / !b 4 v - Requester: K.�s 6 / el ..,/ Sr' //j 0 /2.1 0_ C Phone No.: . 10 i4 ' "L /e?? LwI /d ,i . S ' ,I •"1-76.c 1-- _ « / /e�� S Y-- J / .1 A--/c ri .544 c. /r./ 4.e_ 0.-4, ei ir,vt. .r, C[re.rf fir 5417 — 1 eject: f--) c (dlofo/Q Type of ine pn: ti agi itki 2 dresso atrt I b a 2 d .-/-0 Date called: _ � j I , 9 . 6 Date wanted G �' � � � / !b a.m. p.m. Requester: K.�s Phone No.: . 10 i4 ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. J Corrections required prior to approval. 171 $42.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: J o c: i CAFE I wv�0l� p of I Ty � nsp - i rdestraom Addre s e2 eAT A`l h Date ca lled: g - 29 - . Special instructions: I Date wanted:p, 30 - /'' - a. DD r'� P.m. Requester jimyoet Phone No.: 5 .- 1 ._ 1 4 s1 ... 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: Inspectgr: . 'AY.Ln. J t INSPECTION RECORD Retain a copy with permit B 1 - O1 10 PERMIT NO. 4' -, ' ..++nv�rry.sai4•.tlt�4.fl:'�d'CII CS.ffitt7RCY..1.1 k 206) 431 -3670 Corrections required prior to approval. Date: 2,3) $42.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro ect: Type of inspection: Address: /,21,),0 r /1 Date called: 8 / e i'3 Special instructions: o Date wanted:rl Vol 6, fr(4, p.m. Requester: a.4Qr+ Phone No.: .'96 . 62i .8.601010 *01.410ettiff INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. St�ail + -713 61.t 4-- . APPR- o VA 1,. Date: t3? -600 PERMIT NO. (206) 431 -3670 zc, . $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ct,..._ Type of inspection: W,F �, , Q Address: Date called: Special instructions: / � Date wanted: %[? a.m. p.m. ''� Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit cq 0 t 7 0 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Ff 'r A v. T14 D WALL-. Inspector: Date; / 4/1(0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:,rL 1 �� I � ^ I ylD i pectionp , ` `n �, Address:rano 60,- w Date called: Special instructions: Pk) ()Q05 I Date wanted: a.m. Requester: Phone No.: I INSPECTION RECORD T Retain a copy with permit I ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Approved per applicable codes. Inspector: Corrections required prior to approval. COMMENTS: PERMIT NO. Date: 6/2. Z�y.6 (206) 431 -3670 L $42.00 REIN'PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: _ COMMENTS: QA(LA ?`cr- s..146.1A '- r il 0 C ,4�- WAt1 I) Date called 'IL bc t, # n A r-i'D l b tr.) &LA'Jai P-I- I d 0 Q S fits cAoC, of LA-C4c I 0 (. 0-N ,, .. Ala w) Fo it-- 1,11i114 A VA-vv •' . f t —eNAST tiaV - A /2-c.A V e(WVD Pei IL &L ViZoN1 • a.t. V%✓a A CPI eF W* WIA6- C.O T. trcteicitjh 5A4P- ei`ehri vAictA Type PAR p t i N r il 0 C ,4�- WAt1 I) Date called Special instructions: ((A ?C- A5 Date . wanted:8 a chili: O �� 1 �O Requester: (zt Phone No.. 90 - .ZeZ p. INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: INSPECTION RECORD Retain a copy with permit Date: Date: _ ... .J.. J. ..w ..i:. w'rJ4t1�f.6 t a.�lh.iM.i!tis!'.:f aa�.�iu:.b:.:._..n! ._._,ds„ pz. S . 0 13q(o -0110 PERMIT NO. (206) 431 -3670 Approved per applicable codes. [Corrections required prior to approval. - V --Qk.q ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: P oject: (., 0. T pe of inspection: Address JJ ( / P r) r) U �t � 1,w a. �„,,j-, t jailed: lJ y, Special instructions: J & ` ( �'` • U . �_. '� Date wanted: - / 6 a.m p.m. Requester -«-c4 Phone No.. INSPECTION NO. Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 I (206) 431 -3670 Corrections required prior to approval. S PVCA Al. I 9 "UE+—, E9 ,J or" Pte -. / (, OiA Sere. Nib P &4 1 - f . . Date: / 5 Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: a : oje t: &.• h. el ' J . • Typ :.f inspection: 'L ' L_ — 0 'OD I dress: eiA4 �i41 h Date called:Ql � d peal instructions: &RADA ATM Date wantec�p / 1 ( _ _ 9(0, b m f �17.� Phone No.: te a- 2.6, 2.8 :.t INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, VOA 98188 n Approved per applicable codes. t 13 o l i o PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: — eE - >A --- 44 S eccrt.a 4J f/ N g 61 Inspector: Date: % ( p- 1 9(.9 [ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Typeco le .avw1.4 Address: 1, 9D0 n _ Date called: 2 /4 Special instructions: Date wanted: vs, a.m. a Requester: X ...4.4.4. 4 3 Phone No.: ,390 •-,2eeR' Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDINC;`DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1394 -or')0 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTIO V EE R UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ...r_ Y,. _. :Zama ..de: S/At _Aoki,* 4.4 r:+ • • October 1, 1996 Certificate No. 9607 -0050 Mr. Dave Larson CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Project Name Project Address Permit No. WORK REQUIRED Auger cast pile installation Reinforced concrete Structural steel erection Fireproofing PACIFIC TESTING LABORATORIES Since 1926 Seattle • Bothell • Tacoma • Peninsula • Portland • One Lab • One Consultant • One Solution Boeing Employees Credit Union We have completed the requested special inspections on the subject project. Our final report, dated August 22, 1996, is numbered FR 9157. WORK INSPECTED Auger cast pile installation Reinforced concrete Structural steel erection Fireproofing To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: John F. Vicente, E.I.T., Project Manager, Seattle Inspection cc: Mr. Russ Mortenson LEASE CRUTCHER LEWIS 107 Spring Street, Suite 500 Seattle, WA 98104 L RECEIVED OCT 10 1996 COMMUNITY DEVELOPMENT 3257 16th Avenue West Seattle, Washington 98119 Tel (206) 282 4)666 fax (206) 282 -0710 Issued By: TOTAL FEES: STORM DRAINAGE Permit No: PW96-0205 Status: ISSUED Project: BOEING CREDIT UN Site Address: 12770 GATEWAY DR Location: 12770 GATEWAY DRIEXI'ST.CB APPROX.5OF1' APPROVED FOR ISSUANCE BY: JJS • 15.00 1O.00 r. 250.00 Water - course: Slope_.: Water: Final Inspection Approved: Issued: 08./ +02.1996 Approval Letter: 07/16/1996 Expires: 01/29/1997 Date: SOUTH TU KW I L ,=; Inspector• 'Signature Date OF THE ATM ADDI T Parcel #: 271600-0075 Wetland.: Sewer: SEPTIC Contractor License No.: LEA'SECLI13NB ENANT BOEING EMPLOYEE'S CREDIT UN PO BOX 97050, SEATTLE WA 981249750 WNER BOEING EMPLOY'EE'S CREDIT .UN PO BOX 97050, 'SEATTLE WA. 981 249750 ONTACT BRIAN GOWER'S CALLISON ARCHITE {CURE. 1420 5TH. AVE NGINEER ANDERSEN BJORN'STAD. t:.ANE JACOB' 800 FIFTH AV, SEATTLE, WA 98104 ONTRACTOR LEASE CRUTCHER LEWIS' 107 SPRING STREET 'SUITE 500 SEATTLE, WA• 93I04 •k 'k lk 'A..k 4 4 •k k .k •k .k •k •A..k .A. k , •k : 4 • • •4 •k lc A' •k •A.4 y... k .A..k •A• •k k k .k k 4• •4 4 4 •k 4 •4 •4 •k k 4,1.-4.1 .4 : k *.k lk.4 •k k 1 , 4 k .4 ;4 .4 k A k k 4-4 Additional Permit Description: NEW 4" STORM DRAIN PIPE FOR CONNECTING NEW ROOF • DRAIN FROM THE ATM ADDITION TO THE EXISTING STORM • DRAIN .0B LOi_A•TED APPROX.. 50 FT 'SOUTH OF THE PROPO- SED ATM LOBBY • ADDI TION IN THE LANDSCAPED AREA. Existing Square Feet: 0 Additional Square Feet: • New Square Feet: In pectiarl 1=ee :. Plan Check Fee: Phone: (206)439 -5961 Phone: (206)439 -5961 • . Phone: 206 623 -4646 1x2400',- SEATTLE WA 98101 Phone: (2016) 34O -2255 Phone: 206 62 -0500 Acct N o: 412/342.400 Acct No: 000/345.330 King County Valuation: Value of •Cori'3rr'uotion: .00 :4 •k •k •k •k :4 •k •k 'k :4 4 •4'•k •k •k •k •k •4 .4.14 •4 •A k 4 •k 4 •4 .k •k •k •4 •k .4 .k '4 •4 •4 .4 •k 4 .4 .4• k •4 : 4 k •k •k .4..k •4 •k .k .k •4 •4 •4• .9 *..k .A •k .k 'k •4 •A• A •k .4 k 4 4 •r k 1k 4 4 •1• I hereby accept t h i s permit and agree to abide a l i app S i caii l e_ _section s of the City of Tul w iI l a - Municipal Code. We agree that the City of Tui: :k i I a shall be held harmless for all or any claims arising as as result of this project. Permits wlhich have lapsed beyond the expiration date shall require a re-application and re i s suiance of the permit through the C i ty at an a d d i t i o n a l fee. THE APPLICANT i'•MU'ST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433-0179. 1 Siqn:ature : - - - -� Gt �A/l/ ,. iJccte: g'2 ► • kk: k• k• kk•k•k:4•k•k•k•k•A•k•k•A'A•A —kk k:kk4k•A•k•A• 449 44444444 44 .4 • k•klef•kk.Ak•4 —le 4k' k.4•4 . 4 4.4- wk 2-, 11.k, Authorized Pernit Center 'Signature •k •k k •k •k •k •k •k A• •k •k •4 •k •4 •k 'k •k •k •k •k -4 •k •k 'k :k 4 •k .4 •k 'k •k •k •k •k 'k •4 k ...k .k .k k k •A• .A..A..k •k •4 4 .k •k •k •4 •k k •k •k 'k •k •4 •4 •4 k '4 •4• •4 •k k k •k 'k .4 4• •k •k k .4 I hereby certify that the permit holder whose name and address appears on this record has .sati=sfactorily met the standards and conditions for the project approved herein. Address: 12771) GATEWAY DR Suite: Tenant: BOEING EMPLOYEES CREDIT UN Type: PW-SD Parcel #: 271600-0075 CITY OF TUKWILA Status: ISSUED Applied.: 07/15/1996 . Issued: 03/0213996 ****1:******** ************ • *****A*******le**1****1*k***1 , k**k**k**Ale*V4114.1,4—*** Permit Conditions: 1 Temporary erosion control measures shall he implemented as the first order' of busi ess,,..to revert dimentation off- ite or into existings,t All;private storm<Oalo-plPe shall 64 ett* t/.-ooncrete r or reinfoced ADS,*Ape. •TreatO cor ru9ated may he used for detet5tj6h • ';'• 1 , I , `, 1 • y „1" ; / 1; ', - ;;;• • ""' 5' • / Permit No: PW96-0205 City of Tukwila Department of Public Works Ross A. Eamst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: JULY 17, 1996 SUBJECT: Boeing Employees Credit Union 12770 Gateway Dr. Project No.: P96 -0072 Plan Check No.: B96 -0170 Activity No.: PW96 -0205 Contact Person: Mr. Brian Gowers Phone: (206) 623 -4646 N � atQkf 18,1` 36 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 16', 1996: John W. Rants, Mayor PERMIT FEE PW96 -0205 Storm Drainage 25.00 Total: $25.00 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 letter, application and plans) Development File (copy of letter, application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431 Project Name/Tenant: $DEING EMPLCI' S prr UNIOIJ Value, Construction: 'V 140,000 Site Address: City State/Zip: i 770 (50 DR.NE - rt_ iuDILA WA 98116 Tax Parcel Number. Z7 t fob - 0075 Property Owner: ZIP46 e_kip,o es r pi 0•10N Phone: WM.- 44.9- 9)89 Street Address: City State/Zip: 12 diKitulcr 'DEA VE , 1U Ic t,0 t t.4 WA 98108 Fax #: iff= 4V)-5811. Contact Person: r4-IAN 4DIAJET Gd GALtASDIJ A?1.tttt)1'E Phone: (02.3 - 4e,44, Street Address: City y State/Zip: OW tio'Ave '# 21 , s ►rrit;e WA 9Sto I Fax #: 23 - 4�Z5 Contractor: LEASB oporcHor... L ems Phone: coZZ ^ OSo° Street Address: City State/Zip: 107 SPeimai snreer 4 500 , sEArnk (AA 9804 Fax #: &U. - to 541 Architect: 6tiLLI'60rJ Apco l a.i - rogc Phone: coZ3 - 4(dKa Street Address: City State /Zip: LAZO 6 -TH Ave 10411, 2400, •TrtE we, 0)81N Fax #: tg2.3 -- 46a25 Engineer: A.B. k...3 , ) jWc.. Phone: 340 - zzs5 Street Address: City State /Zip: Fax #: 340 - ZZraCv 80c n FTN AvE : 3860 WA 981 04 - MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY:APPLICANT) Description of work to be done: S So , - 01 AL7 Wflot.1 Of AIM LOINerf G1)µt4Ecl NEW Roof toeA1t4 'j'D F.xraTtNA csibra-t t* u..' srs er i Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets ❑ Above Ground Tanks ❑ Antennas/Satellite Dishes ❑ Bulkhead/Docks El Commercial Reroof El Demolition ❑ Fence El Mechanical El Manufactured Housing- Replacement only El Parking Lots ❑ Retaining Walls El Temporary Pedestrian Protection/Exit Systems El Temporary Facilities El Tree Cutting MONTHLY SERVICE BILLINGS TO: ) 31116011.1 V LA./ Name: I Phone: Ali 1 5 1996 Address: City /State /Zip: TUKW ILA 0 Water 0 Sewer 0 Metro 0 StandbVUBLIC WORKS CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 FOR TAFF USE ONLY Project Number: Permit Number: Pg6 -0012. Mick -6205' Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT. REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS's El Channelization/Striping ❑ Flood Control Zone t1 ❑ Landscape Irrigation r1 Storm Drainage El Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous El Curb cut/Access /Sidewalk El Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading/clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public El Street Use El Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s): Est. quantity: gal Schedule: El Moving Oversized Load/Hauling I Phone: WATER METER DEPOSIT /REFUND BILLING: Name: Address: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application expires: JAWA.y I s I 1 1 application accepted: JvU -y IS) PEG MISCPMT.DOC 7/8/96 Application taken by: (initials) MV BUILDING OWNS OR AU HORIZED AGENT: Signature: A p� Date: 7 115f9Co Print name: fjp tAkt GOvlE12.S C° CALLI50ti Phone: rp23- 4104o Fax #: epZ3 -4(vZ5 Address: TM 3i. 142,0 5 AN E. Zia City /State /Zip: ,,Tt e WA 9 8 I Co8 ril ❑ SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly upon'grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 PERMIT REVIEW Submit checklist No: M -9 ❑ Antennas /Satellite Dishes Submit checklist No: M - 1 . ❑ Awnings /Canopies - No signage Commercial Tenant Improvement Permit Bulkhead /Dock Submit checklist No: M -10 ❑ Commercial Reroof Submit checklist . No: M -6 ❑ Demolition Submit checklist . No :. M -3, M -3a ❑ Fences - Over 6 feet in Height Submit checklist • . No: M -9 ❑ Land Altering/Grading /Preloads Submit checklist No: M - 2 ❑ Loading Docks Commercial Tenant Improvement Permit. Submit checklist No: H -17 ❑ Mechanical (Residential & Commercial) Submit checklist No. M - H -6, H -16 ❑ Miscellaneous Public Works Permits See Public. Works Submittal Checklist H -9 . Manufactured Housing (RED INSIGNIA ONLY). Submit checklist No: M -5 ❑ Moving Oversized Load/Hauling Submit checklist .No: M -5 ❑ Parking Lots Submit checklist No: M -4 ❑ Residential Reroof - Exempt with following exception: If roof structure to be repaired or replaced Residential Building Permit Submit checklist No: M -6 ❑ Retaining Walls - Over 4 feet in height Submit checklist No: M -1 ❑ Temporary. Facilities Submit checklist . No: M - 7 ❑ Temporary Pedestrian Protection/Exit Systems Submit checklist No: M - 4 ❑ Tree Cutting Submit checklist No: M -2 ALL MISCELLANEOU RMIT APPLICATIONS MUST BE MITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder. OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/9/96 10/30/96 10:23 --. v ARCHITECT'S e1 SUPPLEMENTAL INSTRUCTIONS • 414 DOCUMENT G710 (Instructions on reverse side) PROJECT: (name, address) OWNER: TO: (Contractor) CONTRACT FOR: CONTRACT DATED: Attachments: (Here Wert fitting of document t6or support description.) Architect AIA sK- to SIG- 1 ISSUED BY: 'x'206 623 4625 B.E.CU. 12770 Gateway Drive Tukwila, WA 98168 Boeing Employees Credit Union Lease Crutcher Lewis 107 Spring Street, Suite 500 Seattle, WA 98104 -1052 Brian Gowers, AIA. Callison Architecture, Inc. Callison Z002/004 ARCHITECT'S SUPPLEMENTAL INSTRUCTION NO: DATE OF ISSUANCE: ARCHITECT: Alt, DOCUMENT 6710 • ARCIUTECTS SUPPLEMENTAL INSTRUCTIONS • 1992 EDITION • AIA• • ®1992 THE Am:EWAN INSTITUTE OP ARCHITECTS, 1735 NEW YORE AVENUE, NNE. WASHINGTON, D.C. 20006.5209 WARNING; Unlfansed pholoospying woke. Us. r ppiem Mrs end wl1 suelect dr vloleor w legal ptoarvdon. Callison Architecture, Inc. 1420 Fifth Avenue, Suite 2400 Seattle, Washington 98101 General Construction ARCHITECT'S PROJECT NO: 94155.09 The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Conuact Sum or Contract Time. Proceeding with the Work in accordance with these Instructions Indicates your acknowledgement that theme will be no change In the Contract Sum or Contract Time. Description: Add wall and soffit as shown on attached sketch SK-10' & 5K -11. aVtA V eArki Owner Architect Consultant Contractor Field Other 02 SRPTEMOCK Zl�, le9ri RECEIVED TUKWILA CITY OF oCI 3 t 1999 ptri M1T CEPI CAUTION: You should sign an original AIA document which has this caution printed in red. An original assures that changes will not be obscured as may occur when documents are reproduced. • p O 0 ci�v of j� � E o =P.R. • C 1, 1996 • NCB DIVIS100 G710 -1992 10/30/96 10:23 - 1/4" = 1 i - 0" '$`206 623 4625 FooF pe tm PIP 5 Move A Callison jormr..1=2 411C t ribcd o E• sa tt fi rfril - ALIGN MEMBER SERVICES 107 • 1 ENLARGED PLAN - NORTH - • - - j FA t�l 114,: 16003 /004 KWII A C 1N C* 1 0.0 3 \STS pERM1T CENTER 5k - 1 O Ii r- V3 i T cp 13 cr C3 0 t.% O � ENLA I D RCP - NORTH V4" = 1' -0" GWB SOFFIT @ 11'' --2' (ALIGN DJACENT WINDOW F MULLION) REMOVE EXISTING FIXTURES AS SHOWN NEW CEILING GRID AND TILE T AREA TO MATCH ADJACENT SPACE. VERIFY GRID ALIGNMENT • • 4 w 0 N I 0 C) 0 H N 2'x4' LIGHT FIXTURES TO MATCH EXISTING BUILDING STANDARD I- m 0 0 10/30/96 16:10 U206 623 4625 Callison 01002/002 / MIN. \ NEW A.C.T. 543 G.W.B. \ 0 , • j \/ • NEW 3-102" METAL FRAMING @ 24" o.c. MINIMUM 1"=1 SECTION @ SOFFIT , • FASTENED TO STRUCTURE • ABOVE LATERAL STRUT 3Al2" METAL FRAMING @ 48" o.c. MIN. EXISTING 6" METAL STUDS DIAGONAL BRACE 3-42" METAL FRAMING @ 48" o.c. MINI OU It NO CIV OF 'TUKWILA oci PERMIT CENTER 10/30/96 10:23 $206 623 4625 C8111son Transmittal ❑Memorandum L Telephone Log ❑ Facsimile ra:._.kSlEL.wirt -- . 611Y of Tl &Ltl ILA ❑Urgent We ore sending you the followiog: 0 Routine 0 Attached ❑ Under separate cover 0Prints ❑ Originals ❑Submittal ❑ Samples 0 Other 13%2-017o File No. /cc Collieoa Architecture, list. 0 a 1420 5th Ave., #2400 Seattle, WA 981014943 USA T 206.623.4646 F 206.613.4625 i_I 225 Broadway, 01700 San Diego, CA 92101 -5018 USA T 619.232.3233 F 619.232.3337 A R C H I T EC T U 1 E Date 1 Q /50/t ra Project No. 9 Co Project L.1 •. Phone No. 4 31 r 3( 0 Fax No. 451 — 3( Pages (including cover) 4_ For your: ❑ Information and use ❑ Review and comment Cl As requested Those notes are as accurate maim of the totepheae cooversatloa to the but of my knowledge. Ants. required: U As indicated ❑ For signature and return 0 N action required � ace tc Ar I s, Su� �" a1 w►Sfvuc� E�h. 2. 4L VA n Copies seat via Cl Mall Fox ❑ Courier ❑ Express service 0 Other ❑ Various 001/004 mss.- - SP*. - .Q k1 *ties v±e&7 14 - 0 ¢c oust't X11 l kt . , - The, o ached ASI - 0z CAA AEA _a t ..mot U'- 2 " U b r seal fine. ) (L -1-1 VI 4 & U. tua11 vc n +...,.., a t bH i fide, o ►4. bus 1-r t v►oLatteCi -gutr N to cr � o uK� e0�ifleeaS f t% s�.ace, . �It 1 UV �OV 00 31 1946 rP OFFTUKWILA :1 0 1966 {MIT CENTER® • ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: 13(DE \\\ 17 UN 101Q fit? - 1�1 ,OD (UL) STL) —TL)RAL LA LLJC, \\L Y�S 1 /e7 --> 7/7 . mss 10/30/16 1 1N JOB # t ( . DATE BY: SHEET # A ©i RECEIVED CITY OF TUKWIl.A 00 JUN 1 8 1996 PERMIT CENTER CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA 5nw) rx� - Cic = 4C?, ) , ANDERSEN BJORNSTAD KANE JACOBS • INC. PROJECT: .D k1 lA JOB # ?COO P SUBJECT: ` �ylLy. -' t f 1 BY: �� S kC,l4J Aq- 1 T ' csk v'e l.A.J (C L / rt,V ` _ � /37 V 3 - -- zS = c?z sY IIS = ?-,No 'fog a_e_c.e< 2) - ct„...., -- 1 -QV G - P 366\ - """(c‹. Jeif Ia ( 3 5 L r 4 1 - ham q Z 1 -N` Jcxsaas) 2s- 44A (-d) = 1(. 4--x. cA . DATE CD - ! (o SHEET # ! / 7 , ANDERSEN BJORNSTAD KPNE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: MIA SUBJECT: 1O C 22,` eye_ b w. w � = 0:Z S ' + 0, k = 0,1-S .; Ilj\ = 0, cf--S (2.2) 2? re-k .sc.:4 w (wr\ = 7 (./.) - lOS Pe-F- - �t� .1,J -t. a 0 - -( I I ` S td lJ 6 , f LYS (21 (.0r5 CC. / "T I (r , Lc, 2.-?/(2) _. ( „4 -0,) _ 8, fi 4 ( 52, Lis 35,1- 3 f 0. /a nom-L '- ,er - F( a+,t .-- 7” y w ic , = Ojos( (• s �, JOB# q6„ DATE do BY: BY: SHEET # 2.. /) 3 2_76 c) . I L C 3 t- • c r `F =- 2749 <r.33 rerw1 ca C-3p ry12 I 6,5(SA n-d 0 ° Q Ic ANDERSEN BJORNSTAD KA NE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: B€.(_ 4 # I P\ JOB # /Cp0 DATE 6 SUBJECT: 7tC W BY: . 1 -. 7)P SHEET # 3/7 64, t) V rfikcel (0,1 " `C• fkk 1 I (ct(rck (.sue -,a, s=orci (1I4(Z1o L 4=Y $A o. c ?�) z I.7? `a _111(2.) 20,e4 c (,ate elk (.s 1,t/4/N jI U w e = o,0/s(`r) ((= /, c's p1 z`'S-n) C v..N\k` 1& \) 117 U Sr.11 ;. a.I 1 -t (s)c),oi ; ),s/ `( p 3G') , ANDERSEN BJORNSTAD !SANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: ES.c_ �V\ v�lJ� DL- - lc i4 � C at)s -e :))3r) Z shay) 4 {■I\u. 6.310.3)%._ ,e.f, 7 cc I /c r. 11 c),I1(itfY 71.■ JOB# BY: Tp •DATE CO 7 -7a, SHEET #/� 71— -- -.mow 1\i,M 4 usc.. "1 `t zY -- (.y(o. �t r,�C - j"� =�' -� IC� - in,` r2 µ^ 6,r -c 5C3)r) z . �1 �q 0,% ?i s7k L // IL tt 4. e-* 4'9-L\ / � 1C / &` ct-r 11(0,1 4;&? cf--b) �1� c i - "Fcr - r - `{Ycf • AA- 7 .-d & " 1 oeS `"cr2' O c)- - = rf Ca-1( If ' , ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: SUBJECT: LA-) L.L = 15 Bi`q() > 4 I,) (U U `), C). o f (I = c Q K/i ECA ' FtC;^ `vLL, =- (abY I - F A (at) (- l) 0-- 563) = Cv vrt U� -- ?,s S~ 32. 'cc; „1/4) odo u-4- = Co S;c— C ) 1 f / t JOB # qCo BY: D II ' v (Z n r■ er'ts `ti s 2 le Zr2 SHEET # r- C , A ©i B DATE Cam T6 5(7 s c - I- �..xt�'�rJ ANDERSEN BJORNSTAD KANE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: UL "\ '' ` SUBJECT: G.4, ... (nE - F 7,4 -- SZ -1- r Lt-) �.� — (�. Lo 7V((, `f) =- 2-,F( (() ---- 57 \ -4 - 761)(c. .CT7 ` - qs \s 7,c(r,; �2U IJ JOB# ` ?Cc BY: - 7\)p ,.wwr� ♦1�� i I 2 • DATE 65 .. (c")`c q / SHEET # c (7 I[ T A ©i B 5 .7i< I2? J ;. ( 0, 2-'f rr C-(2 Goc.4.k.) . ANDERSEN BJORNSTAD KfrNE JACOBS • INC. CONSULTING ENGINEERS SEATTLE, WASHINGTON ANCHORAGE, ALASKA PROJECT: .A E. U " 1\111\ SUBJECT: FtkjA K LA- U u- - 2, ? (,/c•t-. 2? ` - co (A o, b 1/45" -t- 1 4 5: OlZ) k_c 1 z �i' Mix C.) E....51k `f`lc4 JOB # BYT c,v = 40 (0 3 1) t 7(0• 6) = Z , 70 14 4 - ' rlr f zv G IZ, r�,as(3 )/b ._ Iglu_ b (12-3\0A 12.. �5�.. f /Ca re-6 7 4 47, v e..k= 3.(C 4 ' 4= fii1d 1E1 . DATE [O' /3- SHEET# 7/7 A ©i B Fire Department Review Control #B96 -0170 (512) Re: Boeing Employee Credit Union - 12770 Gateway Drive Dear Sir: July 5, 1996 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. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. 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. 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. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 (UFC 1204.1) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have; fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all. modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. 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 new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 - 4404 • Fax (206) 5754439 Page number 3 Yours truly, cc: TFD file ncd City of Tukwila The Tukwila Fire Prevention r B ureau Fire Department Thomas P. Keefe, Fire Chief altered, breached, penetrated, removed or improperly installed. (UFC 701) This review limited to speculati,we tenant space only - special fire permits may be necessary depending on detailed description of intended use. . Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 07/18/06 10:45 U206 343 6686 ■•-• STATE OF WASHINGTON ) COUNTY OF KING :'• • ..• : • %.• ;•• • • • • .. ••• • • • • * • W 002/002 07/18/96 THU 10:46 [TX/RX NO 6865] 11002 REFERENCE SYMBOLS FLOOR PLAN LEGEND: WALL TYPES DOORS, FRAMES & HARDWARE FINISH MATERIALS (SEE BUILDING STANDARDS) SHEET INDEX . /� \' - COLUMN GRID LINE n ROOM REFERENCE DETAIL DESIGNATION EXISTING PARTITION TO REMAIN EXISTING PARTRION TO BE REMOVED - - -DOOR NUMBER (R° SUFFIX INDICATES DOOR IS RELOCATED) _ j DOOR TYPE A BS 3 X 7 -1012° SCUD CORE 20 MIN. - SYMBOL MATERIAL MFR. MFR. NO. COLOR I REMARKS A0.0 GENERAL INFORMATION C1.1 SITE PLAN A2.1 KEY FLOOR PLAN A2.2 ENLARGED FLOOR PLANS, DOOR SCHEDULE ENLARGED A3.1 EXTERIOR AND FINISH PLANS ELEVATIONS A4.1 ROOF PLAN & EXTERIOR DETAILS A4.2 INTERIOR ELEVATIONS & DETAILS Si GENERAL NOTES & ABBREVIATIONS S2 FOUNDATION & ROOF FRAMING PLANS I SECTIONS & DETAILS FLOORING 1111111 LABELED DOOR & FRAME ASSEMBLY CPT -1 CARPET BE B. BE 3' -0° x B' -2° SOUP CORE DOOR & FRAME ASSEMBLY C. RELOCATED EXISTING TOTPLDOOR'A:SEMBLY D. BS 3' -0 X 7' -1012° DOOR WITH RELIES 20 MIN LABELED DOOR HARDWARE 1. Bs IATCHSET 2. BS LATCHSET AND CLOSER 3. BS LATCHSET AND FLUSHBOLTS 4. BS LAOCHSET,FLUSHBOLTS AND CLOSER 5. DS LOCKSET s. 135 Loc sE AND CLOSER 7. BS LOCKSET AND FLUSHBOLTS B. BS LOCKSET,FLUSHBOLTS A C LOSER B. DS 20 MIN. ASSEMBLY - SINGLE DOOR 10. BR 20 MIN.ASSEMBLY -PAIR OF DOORS Ii. BS BIFOLD DOOR HARDWARE - 12. BS 20 MIN. ASSEMBLY -- SINGLE DOOR INSTALL DEADBOLT ONLY IN HEU OF LOCKSED CPT -2 CARPET BE / _� SHEET NUMBS DETAIL REFERENCE SECTION DESIGNATION All NEW INTERIOR PARTITION INTERIOR 1 -HOUR RATED CORRIDOR PARTITION STU 'X" GW B EACH 81DBOTTOM OFF CE SEE DETAILS FOR BRACING ^ � 3 -58 ", 20 GA METAL STUDS @24" O.C. TO BOTTOM V OF STRUCTURE ABOVE, TYPE "X" GWB FULL HEIGHT ON EACH SIDE �_� Q EXISTING FRAMED PARTITIONS TO BE REMOVED V EXISTING DEMOUNTABLE PARTITIONS TO BE REMOVED 2 12 ", 25 GA METAL STUDS @24" O.C. TO STRUCTURE,58" TYPE "X "GWB EACH SIDE MODIFICATIONS: /� / MODIFIER INDICATES F-1 TILE wµ-1 WALK -OFF MAT WALLCOVERING SHEET NUMBER WALL SECTION r ELEVATION NUMBER INTERIOR SHEET NUMBER ELEVATION REFERENCE SEE TITLE BLOCK A REVISION REFERENCE FOR REVISION (ONLY MOST RECENT REVISION SHOWN CLOUDED) ' / \ NORTH REFERENCE _ _ _ _ _ BOUNDARY OF TENANT w , w � IMPROVEMENT WORK AREA PAINT P -1 PAIN 85 CODE INFORMATION P-2 PALM MATCH ADJACENT P 3 PAINT CONSTRUCTION TYPE: Type 2, F.R. FULLY SPRINKLERED (EXIST.) OCCUPANCY GROUP: B-2, OFFICE (EXISTING) APPLICABLE CODE: 1991 UBC WITH STATE OF WASHINGTON AMENDMENTS AND TUKWILA MUNICIPAL CODE AMENDMENTS SEISMIC ZONE: 3 PROPOSED USE: OFFICE - NO CHANGE LAND USE ZONE: M1 LIGHT INDUSTRIAL TENANT IMPROVEMENT HIRD APPROX. FLOOR AREA: FOURTH FLOOR 51,000 O. SIXTH FLOOR 760 S.F. MISCELLANEOUS FINISHES RB-1 RUBBER BASE MATCH ADJACENT ONE Wm FIRT RATED CONSTRUCTION WE WOOD ROSE MATCH ADJACENT REFLECTED CEILING PLAN LEGEND ELECTRICAL PLAN LEGEND . - INDICATES EXISTING E (E) INDICATES EXISTING ■ BS WALL DUPLEX ELECTRICAL OUTLET T=Q) BS WALL DUPLEX ELECTRICAL OUTLET WITH TIMER B'S WALL DUPLEX ELECTRICAL OUTLET DEDICATED 20 AMP CIRCUIT W ISOLATED GROUND • d B5 WALL TELEPHONE OUTLET (TENANT TO WIRE) , Q0(1 B5 FLOOR MONUMENT WITH SERVICE INDICATED B5 DEDICATED FOURPLEX ELECTRICAL OUTLET 20 AMP CIRCUIT W ISOLATED GROUND BU WALL FOURPLEX ELECTRICAL 4 OUTLET 220 220V ELECTRICAL OUTLET SPECIAL EQUIPMENT (REFERENCE EQUIPMENT SCHEDULE d VOICE- OVER -DATA OUTLET: PROVIDE PULL-STRING TO HEAD OF WALL. � JUNCTION BOX TOTAL 29,300 S.F. ® BS 2' -0° X 4' -0" RECESSED FLUORESCENT LIGHT FIXTURE ■ BS 2-0 X 2-0 RECESSED VICINITY MAP SITE PLAN LEGAL DESCRIPTION FLUORESCENT LIGHT FIXTURE BE WALL LIGHT SWITCH ` _ � I �� \ I ADDRESS: memo OA, WASHINGTON 08168 LA ON THE 0AT O ALL n PROPEL SITUATE N THE CRY °F TUKWILA, F o o U E LAT O GATEWAY CORPORATE o R RECORDED POISSON wwMe ,<a SHOWN ors PAGES 2�. UNDER RECORDING NUMBER EmI23mro RECORDS OF KING COUNTY BEING MORE PAMICULARLY BEGINNING Tm MOST S TH CORNER OFZVO DESCRIBED OT THENCE R OM GAD POINT OF BEGINNING, ALONG E n °U U P ° SAID [°T T Sal 924,50 FEEL N ' ALONG THE ARC OF A CURVE TO THE LEFT 180.50 A CENTRAL ANGLE OF Ta E858 AN ARC LENGTH OF PRECEDING CURVE N4aI344 W 358 3 FEET: E GE E THE EET RADIUS O 100 .50 FEET AND A BOUNDARY RLA NE ANGLE oF walavS,AN ARC LENGTH LEFT O 16 E 382153 FEET:THENCE 7198 31.00 FEET; THENCE NIr 333.84 FEET; F ,THENCE THE BAN. F THE OUWAMISH RNER,AT THE MEAN HIGH BANS WATER ONE AS SHOWN ON SAID PLAT, POINT ALONG EASIEALT MID F SOUTHERLY TO THE N, o THE SO0 N. OF THE OUWAMISH RHEA. CONTAINS MAO SQUARE FEET 0.05 ACRES) OF LAND MORE OR LESS LI ° I ° FIXTURE/SNATCH CONTROL A e 5. -c 11 Illll llllr XX D llll DESIGNATION 0 B5 RECESSED INCANDESCENT DO N WNLIGHT (60 WATT) o B5 RECESSED INCANDESCENT WALL WASHER ( LIGHT ( . B5 UNDERCABINET LIGHT FIXTURE 0 50 SMOKE DETECTOR ® B5 DOT LIGHT SIGN - 11. ( CEILING MOUNT U.O.N.( D DIMMER SWITCH 3 3 -WAY SWITCH ® EXHAUST FAN (SEE ENGINEER'S DRAWINGS) / ` z A n -- " SITE R ReAN .xE R. PAR...ARAGE ll111ll In I 1 1111111111111111111% \ I � 3 1 l \ • _ _ _ E BS STRIP FLUORESCENT FIXTURE GENERAL NOTES H. ABBREVIATIONS t ° " er < I. GENERAL 5 .00 N SCALD� DgAWensur T C n( fohollu c d ens O.shawn an the IS. GENERAL FINISH NOTES H. NECHMIICAL NOTES: dr s A acluallleld m em I hly O SM1e r 5p s Plmn A any ns dmcrepannes p Canbo4tar 5M be g verll[d by all[aNI : a2 m I¢ I M1e w hucl'on r laPnd. A Th 5h n eepo52d VVe c d uds, du[IS, vents. el[ RI ( I lines sMll Se A. SAC system shat comply with titmice* codes. hn os d )peall[ollo s 9 r IA EWdmg, o s wellos Ine ¢peaf[olians for lenml a oleU r tar and Imished oared as exposed <onsauchan an draxings. pro ,T s, when oppRcoble. 6. REVIAIIpryryS5 Tlnou4houl l a drawing a e bb eviolions whch ore m common c B. The Co wV la sppoh¢m secs and bra ions I pw'plgs Ira m p:od .D/ indl[ s "Ouildi Stmtlortl" as provided by Be landlord Bad and /ar specified In �le. noii ns al W. U q Tiled R n n�e ropel. R [' ace a oT 5mlohve B.011sel studs where required so Bel finish Poll whams wine flush. r IR Mechmrt ra as wellos 8 rowmgs before procee 1� �¢ pp prav y p [ o ST IASA alYUPy on9lle protect. Ibe 1pa[e I'Ialiner I SISP the onlro91lo[umenl5 Qhe mlenl ol n gces�pn. C. Provide phonic mwlolon holden dissimilar melds. IS EO1uI�phffNT Where drown an drawings, 'nslollbulking standard plumplumbing C.Ihe CC 2 responsible Io solely n Me area N work n mmrdm[e xlh d 7.fOROIN The en rot a ro Ia h sallhe e r bl f Ih TFoS - hd es five IVpwoblbso�ely [odes be responsible d. O a land, on of Ihe C worn o�ollobes to assure � wU b2e dmw ngs and II WALL FINISH NOTE eegashers and mb'erels n accordance BB monulo[Imers mslru[Tons sp¢n).�ms Aou o urer(TTpTTW s and xS Is 155125 opufed n aSC rdco[e with Ihe . R . T shalllnd mr la pp lle[II[nglneer /5a /ry[hmel m Qo[l peRlltah[ns fo r IReepwll[ular rJrta[e app4e� upon. 16. EvA doors shollbe operloble Irom the inside wiNoul use of key a(Ne Canlr ( aoml( eo pe n m the lla a to by e Plo lgen[e BORE PROTECTION' o Iknawled II 1. q o or sl4[anlra[�ar property soused' the negII gg. Sompl s of gll6 ish [dors spmilied s h Ilbe su2nlled 0 approval to The Calhson r THY spend ge are or A Duilda'i lWly sprnkkred lUrpughollL Fve PSETS COn2a[lar sdall proyde I Palner�p Pr orto Uecommen[emmQolwark. [[ tI p g j rigs as requ rIe I gavemng w y e aeh Ton a[I r a s s tins N tar on doma a 10 SORER work and - s responsible tar RaleU� 11row a 6 Ile IM1orl . Meg.. toil signs shollhoave letters 6 inches high Ianunum. tM1 par of sa8 d ge al IIS awn e%pense. . co: orae spread ratings Im'nlei or finishes la be Gloss 3 or better 0 . . Provide wall ode of top l builAn landed wills over P B. Play de Ike proledon of all:weirdons of Ike rated elements as requre1 by Ihe lire IB g per [ p O g s an or 2CWI5' shollsonlwm to the oppecable Wing [odes roil o dnonces. In Iliad. D Point 1is !he generalpanl color unless otherwise noted. 10 feel high and of door headers af n [II h(r h22 a s rod I nstakola w the col Tats s eel do no S [o wl p ,Ile methods d I I 1 Ih I s or o tis the Te laws or eci V gs slob R. GENERAL CONSTRUCTION 12. FLOOR FINISH NOTE 9. Mbuildn iandord d'n ssla l and unbroken except ce g8ver . Not l y I 3pat� Rlornn of adtoni A ThP a Irof or ShTfii vest a and vttil locoli ns olslruclur ,m¢¢ oIU ol, old Qhe Cor Iaolhe Il fad „ slulNu r dlrc Tsl qs al Ipmlions wlmre g s g grid [on p n he h 7.7 E DRAWINGS AND SPECIFICATIONS' Slrutlurol, plumbs mechA,,SAI, electrical ¢�Ib �d¢¢�mm a �I r [o p OT dnln m 'S' T beRE or w2 a mrpel nil sl 3¢nl I, ,I: mg e L ,AA 5 color SompWS f r Door I. penetrated by Bight fixtures or G.W.B.sallils. 55FPFolAGT. is g slru 1 tl ertAe N l Re n [e YPonneT O l any [oral l� prwr N w ark. bulling ad R p.oloor raven 11aa ele shatlp 0e same as BA of the space onto which the closet m 9 o e[II n draw s r V p l em¢nlar I 1 ese drawugs. IA Iracl hallwor 3. Ile Cm,raclw s1m responsible for providing all es required tar al da r opens, unl�ss o1llerxlse noted. 20. M[onshutlian is to can with Die Americans with Buddies Act. A�pr , I e o[ o sulla�9 �P ervuQh Ihes¢ d wlll s aid Ihe l opond teiin mounted terns. comply wI e[II.Y s m S Ro�rlo :T l n > pa oR M p fir I 1, a Allen reques C. Prepare TOOL per Flooring and Carpet Manulodurer's re[ommendolions and Shell bbl 0 ppk Sl Y S I TI l� y 1 ros lb lenmtl GProvide soI:,A Slaodard blinds on allpermeler windows, unless otherwise noted [ ovem¢�t p )f i 8d r led b 0 0'0'0 - 00 - 0,00,0 IroisePns. net, I or 1 pate tanner. D. Mlmnslrudon shapbe sd,pl[ d o sl laterp v e I W [ o d n ih Ihe gmemenls of Ihe IOtesl a dapleo e bl g w of IM1e II�C n Ih aQry sd 13 ELECTRICAL /TELEPHONE NOTES- 4. D DIMENSIONS: ( C¢d 6 h¢Iahts, where :Atakd, ore Isom 55011,le to bottom Al ceiling grid or ANT A the El `1 r r Le sidle la m2ntan m fact Pith RIsl ale p A ¢¢ aa¢¢ p1 ¢ �� y ( ¢ s y perm) Wn ofmarppfI sh x a hhpp box rd live to exisb [o dlliwrs' he. UU fishN " and locdmdes aPA aBlom aYnecessw I s s Ik OW14 Rul I n' Pe P t Iraclor shal l))Ydvveri�,I en sl�n po ton s U ORlrtolil lAe S Ce VI ner pI�n dscr I s I ��pp 5 a yy�� W Y �� P pI pprove y p F Lverlimllrom wlelion ands idler work shade conducted B. Mdeviolions Irom dimensioned locations must be o d h the S me Planner. bs Wv dy iRkN he 8esgn 1' to praeel�ing with me Item o�'ww,1 0s led. order sepmale pamR. C1� e[biedConbaAAla shollveriy Ihe mim of eo o bBlnl2 Npp��e GI'm ggl� on the dons me typically la the finish Tae of Whims a to Be center line s u`I e, pip„ Ildnl. el , d slopps 111I2 Iile �¢[y �ppy la [alirt(s or of [oP3 lrua o n s olrsrmUons. AWcare drJlreofollas sMYleo provided 0y the �'po �lomer. [ Dw an geed oopp IIy)p xibu be dtmms ps we Io No Ill inches from II" 0. My cr ni s b tween exs i' oments should he I )III d Gdp[ Ipa limn aI ¢8�� p�llms. tilled to dl (he enlon o the Spoor Pldmendilions and Contract DocuT o L [en�err a d Is al a ��11,, ly oor mu� t d on as shown. d IN h and wire with Be existing structure or on E Ih■EI¢clrk101 phone afl mounled fi lets ill be coo I f d v oil oI II WEE unl ss e mounted Ihe iow e role. Mlw recePlot s l cosex are �o b Rior nIrY b ■ / li.r(::Iti FIpecolbeglls ale erl odloem1 la the collet. / D 11 V with ® ANGLE I. EAST AT EA EACH C' CENTERLINE Ff. EXHAUST FAN CHANNEL . El. ELEVATION U PENNY ELEC ELECTRIC IALI PE AR ENCL. ENCLOSE IUREI PLATE EP EQUAL POUND OR NUMBER Mud. EQUIPMENT O DIAMETER EXIST. EXIST IL SOUNRE FEET EXT E%TER!QR A/C NR CONDITIONING FB.OI C. FURNISHED BY OWNER ACOUS. ACOUSTICAL AC.T. ACOUSTIC TILE I B CONTRACTOR FD. F DRAIN ADJ. ADJACENT FC. FIRE EXTINGUISHER FLC. FIRE EXTINGUISHER CABINET BD. BOARD FIN. F FL lURD) BLDG. BUILDING IXT FI%TUHE BLN, BLOCK FLIT. FLOOR BLKG. BLOCKING FLUOR. FLUORESCENT BM BEAM FO C. FACE OF CONC BOT. BOTTOM F. FACE O FINISH B.U.R BUILT UP ROOF FR FIREPROOF Fl. FOOT, FEET CAB. CABINET FUNR. FURRED. FURRING CSR. CERAMIC CLG. CEILING FUT. FUTURE CLR. C R(ANCEI GA. GAGE CMS. CONCRETE MASONRY UNITGALV, GALVANIZED COL. COLUMN GEN. GLASS, G I. CONS. CONCRETE O G WALL CONN. CONNECTION CONST. CONSTRUCTION C W.B. GYPSUM WALL BOARD CONT. CONT RAC GYP. GYPSUM CONTR. CONTRACTOR II.C. HOLLOW CORE CORR. CORRIDOR HD HEAD CLR. CARPET HD HARDBOARD C.T. CERAMIC TILE HD HARDWARE GTR. CENTER H. HOLLOW METAL DBL. DOUBLE HORZ HORIZONTAL DEMO. DEMOLITION HR. HOUR DST. DETNL HT. HEIGHT DT. DRINKING FOUNTAIN FRG, HEATING DIAL. DIAGONAL HV pC. HEATING /VENTILATING/ DIAR DIAMETER DIM. DIMENSION AIR CONDITIONING ON, DOWN H.W H. 110T WATER HEATER DR DOOR INCL INCLUDING D R, D DRAWER INTUL. INSULATION �/� i I ,I By JAN. JANITOR REFL. REFLECTED O. JOINT REFR. REFNIGENA wR Oxca RUNE REINFORCING . ma NO. NIL. KITCHEN REO'0. REQUIRED I eT KO KNOCKOUT R REV. REVISION KPL. KICKPLATE RM. ROOM RO ROUGH OPENING A�, LAMINATE(DI NdS. HOD k SHELF. AV. LAVATORY L. LCNGTH. LONG LT _ LIGHT S. SOUTH '1 MA% MAXIMUM S.C. SOW CORE PERMIT METH. ML('HNJIC(AL) CIIFD. SCHEDULE SEPARATE ME MEETAL SECT. SECTION A: E FOR MFR. MANUFACTUREIRI S SHEET MIN MINIMUM SIM SIMILAR MECHANICAL MISC. MISCELL ANEDUS yyPEG. SPECIFICAI ION MID. MOUNTED S0. SQUARE LECTRICAL MR. MATERIAL STL STNNLESS STEEL MULL. MULLION TD. STANDARD ❑PLUMBING O ❑GAS PIPING STR. STORAGE N. NORTH STR SUS ,.. STRUCSUSPENTURAL TUI(WIslI1w I C. NOMBER T IN CONTRAC I' CIT OF . ENDED BUILDING DlwGr _ N N0 N N.T.S. NOT TO SCALE I TREAD `0):C OVERALL TEL. TELEPHONE . ON CENTER TEMP. TEMPERED OVERHEAD TE%. TERN, . OVERHEAD OPNG. OPENING THK TII RESHOL TUKWII DPP. OPPOSHE THRESH. THRESHOLD MUM E OPP.H. OPPOBIT HAND TACKBOARI) AFPRON [D P.B. PANIC BAR T.O. TE- TOP OF TV TELEVISION PBD. PARTICLE DOARD UL 1 199 PERT. PERIMETER TYP. TYPICAL PL. PLATE U.O N. UNLESS OTHERWISE FBA .. PLASTIC LAMINATE NOTED BUILDING INNIS el PL O D- PLYWOOD OD W WO VAR VARNISH PL pi PAINT VCT. VINYL COMPOSRE TILE PTO. POINT II P.I. P.( PRESSURE 1 RAATED RT. RT CAL PTN. PARTITION V.W.C. VINYL WALL COVERING R RISER W. WEST , WIDE RAD, RADIUS W/ WITH RB. RESILIENT BASE Wf.. WATCR CLOSCT R.T. RE FERS TILE W /O W�I�OUT JU 1 8 TI REF. REFERENCE W/O 18 1996 110Is et at GENERAL INFORMATION CANOPY ABOVE \ \., /SAWCUT I DEMO. EXISTING PAVING r THIS AREA �\ —NEW CONCRETE STRIP 1925 19.14 H ti SITE PLAN ATM ADDITION FLOOR ELEVATION w 19.50 (MATCH EXISTING) CLEANOUT 19.50 11 I - ONTRACTION JOINTS c DRAIN = 15.60 n\ E.J. 1600 0 -0' `\ (EXIST) i LANDSCAPING 19.15 (EXIST) rio 16.00 (EXIST) /EXISTING SIDEWALK LANDSCAPING - -� NEW 4" CONC SIDEWALK MATCH FINISH OF EXISTING EDGE OF EXISTING PAVING l RD GENERAL NOTES 40 - 0'! Og `"LOp E NEW ROOF DRAIN I.E. IN = 15.50 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorise vicrull^o of adopted standards or ordinances. The res bilit for the adequacy of the design rests totally Wily the designer. Additions, deletions or revisionslo these drawings after this dale this acceptance and will require resobmIttal of revised drawings for subsequent approval. Final acceptance Is subject to field inspection by the Public Works utilities Inspector. ^ / Dale: R6 By: XYA"l Cm' ( II pW 6 - oloS" I. ALL MATERIALS AND WORK SHALL BE IN CONFORMANCE WITH THE 1994 STANDARD SPECIFICATIONS FOR ROADS, BRIDGE AND MUNICIPAL CONSTRUCTION, PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER. APWA, EXCEPT AS MODIFIED BY THE CONSTRUCTION STANDARD FOR THE CITY OF TUKWILA, KING COUNTY, WASHINGTON (CONSTRUCTION STANDARDS), OR AS NOTED HEREIN. rnovo,Nr 12 1005 ICON AK. la [Mite EXIST STORM DRAIN EXIST AREA DRAIN RIM = 16.50 I.E. OUT = 15.50 I oE.if (gE.FYnE I -PCw cep 'hu V" 2. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 3. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 4. STREETS AND ADJOINING PARKING AREAS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 5. AN APPROVED COPY OF THESE PLANS WILL ON THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. G. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 7. ROOF DRAIN PIPE SHALL BE . A AJ- I B. BENCH MARK - PER "WILSEY HAM PACIFIC' TOP BOLT ON TOP OF EASTERLY WING WALL ON NORTHERLYSIDE OF NORTH .0.,RT BOUND LANE OF FREEWAY OVER 133rd (JUST WEST OF INTERURBAN). NY�OFRCE ELEV.. 43.05 M.S.L. (MEAN SEA LEVEL). �PP R I N\SV a JUN 1 81996 PERMIT CENTER 15'- 0" 15' -0 minimum 111111111111111 - r ST A 15'- 0" t, 15•- 0•' I i i - r I I r r I I I I r i - r � I FOR ENLARGED PLAN iOF THIS AREA - SEE SHEET 82.2 IOF THIS RCP SHEET FINISH PAN r • i r 1 r I r• r" - r i I i 15- 0• Q Q 4 4 255_ D 4 4 4 4 4 15. p.. r Ebo rio Iva r r r r 15•- 0•• I I - r r - - r i i i i i i i i FOR ENLARGED PLAN OF THIS AREA - SEE SHEET A2.2 FOR ENLARGED RCP AND FINISH PLAN OF THIS AREA - SEE SHEET A2.3 ICI KEY FLOOR PLAN SCALE :19•• = 1 -0" 0 4• 8' 16• 24' c8 JUN 1 8 CENTER 1928 EM 6 S FIRST FLOOR PLAN c IIIJ 111111 O CURB @ SIDEWALK ATM WORKROOM �' I34 ATM VEST. 1 ENLARGED PLAN — NORTH SCORE JOINT @ S' -0" O.C., PROVIDE. EXP. JOINT, TYP.@ HEAW BROOM FINISH #4 @ 18' O.C., E.W. CANOPY ABOVE AUTOMATIC ACCESSIBLE DOORS -RIGHT DOOR ONLY EACH PAIR -.- EXISTING -. GLASS FRAMING EDGE OF NEW SLAB EDGE OF SLAB TO BE DEMOLISHED ATM VESTIBULE I ATM ; (NIC) WORK ROO EDGE OF SLAB TO BE DEMOLISHED LANDSCAPING Sgb -D110 NEW SAFETY RAILS-SEE DETAIL REMOVE EXISTING REPLACE WITH N STOREFRONT DOO EXISTING WINDOW O ENLARGED FLOOR PLAN 2OORS- 7' WIDE DEIFY FRAMING AREA OF MODIFIED STOREFRONT (STING PAVING PATTERN DEMOLITION NOTES: 1. ALL OF THE INFORMATION SHOWN DASHED IS EXISTING TO BE REMOVED, U.O.N. 2. WHERE DEMOLITION OCCURS ADJACENT TO EXISTING TO REMAIN, PATCH AND REPAIR ADJACENT CONDITIONS FOR A UNIFORM APPEARANCE. 3. CEILING DEMOLITION SHALL OCCUR AS REQUIRED TO ACCOMODATE NEW CEILING PLAN PER SHEET A2.3. x/ 8 AREA OF MODIFIED STOREFRONT DOOR SCHEDULE A MODIFY EXISTING WINDOW FRAMING TO ACCEPT NEW STOREFRONT DOOR EXISTING ! MULLION PAIR 3' -0" x 8'-3 12° STOREFRONT DOORS TO MATCH EXISTING WINDOW SYSTEM B EXISTING GLASS FRAMING I I I - EXISTING SIDEWALK -- EXISTING COLUMN AND BASE I OVERHANG ABOVE LANDSCAPING NEW SIDEWALK TO MATCH EXISTING EDGE OF EXISTING PAVING 3' -0" x B'S 12" STOREFRONT DOOR TO MATCH EXISTING WINDOW SYSTEM X1 P F p N T 1 199 qU _ 3 ENLARGED FLOOR J U N Ml1 8 0 9 SCHEDULE PERMIT & DOOR sue 1 e CHED CENTER NLARG D.' R NORTH <'; ISM PLA - RESTORE FINISHES IN THIS AREA TO MATCH ADJACENT. CONDITIONS AND UNIFORM APPEARANCE REMOVE EXISTING FIXTURES AS SHOWN 204' LIGHT FIXTURES TO MATCH EXISTING BUILDING STANDARD '` DEMO. EXISTG' LIGHTS AND GWB CEILING IN' ENTRY VESTIBULE NEW AC.T. AND GRID AT 14'-0° (TO MATCH .EXISTING) ENTRY VESTIUULE ORK ROOM 10V 1 -- NEW CEIUNG GRID AND TILE THIS AREA TO MATCH ADJACENT SPACE. VERIFY GRID ALIGNMENT AUGN Gggqqqq'IIIS WITH EXI@TINGJ j CONDUUt � BRIDGE TO CANOPY FOR NEW '� UGHDN - 1, NEW CANOPY LIGHTS MOUNTED ON TOP OF EXISTING STEEL TUBES FIXTURE F-3 O ENLARGED RCP CD FINISH PLAN NEW DOWN LIGHTS' eM S WN FIXTURE F-1 CENTER IN TILES AS SHOWN NEW ACT. AND GRID AT 11'-2° (TO MATCH EXISTING) AREA OF GLASS TO RECEIVE OPPGUING FILM - SEE ELEVATION I -NEW COLUMN COVER COLOR TO MATCH EXISTING FIXTURE F-0: 7717 yt _ RCP NOTES: NEW ACT AND GRID AT F -0" (TO MATCH DUSTING) - 2'x4 LIGHT FIXTURES TO MATCH EXISTING BUILDING STANDARD - ACCENT SPOT LIGHTS FIXTURES F-2 FIXTURE F -1: 'PRESCOLITE' PBX -T094S 6 7W SIT FIXTURE, PL -13 LAMP, CLEAR ALZAK REFLECTOR FIX' DRE F-2: 'PRESCOLRE' LVH4-LV2- CLV- ADJ -CFF 8° DIA. FIXTURE, 74w MR -16 LAMP, CLEAR ALZAK REFLECTOR ATM VESTIBULE ATM (NIC) WORK ROOM eTXp \'' l X96 1 N , SL OH EXTERIOR E.I.F.S. WALL 0S COLOR TO MATCH EXUDING F NISH NOTES: FOR FINIS% SPECIFICATIONS, SEE LEGEND TMGRE " SHEET ADO JUN 1 8199@. CENTER PERMIT REFLEC CE�LNG: PI FIN ISH 'PEA FINISH`'LEGE _ _� NEW SLAB AND FOUNDATION - SEE STRUCTURAL DRAWINGS EXISTING GRADE BEAM EXISTING SLAB AND PRECAST PANEL GLASS TO RECEIVE OPAOUING FILM EXISTING WINDOW FRAMING EXISTING SLAB AND FOUNDATION SECTION O SECTION NEW E.I.F.S. FASCIA COLOR AND FINISH MATCH EXISTING EGISRNG CO BETE NEW 7'WIDE STOREFRONT - DOORS - MODIFY EXISTING WINDOW FRAME O WEST ELEVATION (PARTIAL) V4• = i'-0• SI E.I.F.S. WALL WRH REVEALS Hi � -NEW SLAB AND FOUNDATION - STRUCTURAL DRAWINGS EXISTING BUILDING PROFILE NEW FRC COLUMN COVER TO MATCH EXISTING NEW FRC COLUMN - BRONZE TINTED INSULATED COVER TO MATCH GLASS IN WINDOW FRAME EXISTING TO MATCH EXISTING 0 NORTH ELEVATION (PARTIAL) —NEW E.I.F.S. FASCIA COLOR AND FINISH TO MATCH EXISTING BRONZE TINTED INSULATED GLASS IN WINDOW FRAME TO MATCH EXISTING FIRST FLOOR LINE EIFS WALL WITH - REVEALS TO ALIGN WITH MULLIONS EXISTING COLUMN COVER E EIFS WALL WITH REVEALS TO ALIGN WITH MULLIONS - EXISTING EXISTING BUILDING PROFILE \\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O SOUTH ELEVATION (PARTIAL) EXISTING CONCRETE PRECAST PANEL FIRST FLOOR LINE clAnTwo PERMIT 1996 D ▪ e EXTERIOR ELEVATIONS/ WALL SECTIONS 1 _ _� NEW SLAB AND FOUNDATION - SEE STRUCTURAL DRAWINGS EXISTING GRADE BEAM EXISTING SLAB AND PRECAST PANEL GLASS TO RECEIVE OPAOUING FILM EXISTING WINDOW FRAMING EXISTING SLAB AND FOUNDATION SECTION O SECTION NEW E.I.F.S. FASCIA COLOR AND FINISH MATCH EXISTING EGISRNG CO BETE NEW 7'WIDE STOREFRONT - DOORS - MODIFY EXISTING WINDOW FRAME O WEST ELEVATION (PARTIAL) V4• = i'-0• SI E.I.F.S. WALL WRH REVEALS Hi � -NEW SLAB AND FOUNDATION - STRUCTURAL DRAWINGS EXISTING BUILDING PROFILE NEW FRC COLUMN COVER TO MATCH EXISTING NEW FRC COLUMN - BRONZE TINTED INSULATED COVER TO MATCH GLASS IN WINDOW FRAME EXISTING TO MATCH EXISTING 0 NORTH ELEVATION (PARTIAL) —NEW E.I.F.S. FASCIA COLOR AND FINISH TO MATCH EXISTING BRONZE TINTED INSULATED GLASS IN WINDOW FRAME TO MATCH EXISTING FIRST FLOOR LINE EIFS WALL WITH - REVEALS TO ALIGN WITH MULLIONS EXISTING COLUMN COVER E EIFS WALL WITH REVEALS TO ALIGN WITH MULLIONS - EXISTING EXISTING BUILDING PROFILE \\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O SOUTH ELEVATION (PARTIAL) EXISTING CONCRETE PRECAST PANEL FIRST FLOOR LINE clAnTwo PERMIT 1996 D ▪ e EXTERIOR ELEVATIONS/ WALL SECTIONS DISBNO CONCRETE P. 0NG TO �GO�GE�� °s9M:N PARAPET SM. TO DETAIL 1564.01 .0 SEE NOTES ON DETAIL IIIIIIIIII II keg KASWNO— �-- COWMN BEYOND SECTION @ UNDERSIDE OF EXIST. P.C. PANEL 142" BEAM ABOVE SEE STRUOTLIRAL SE SEALANT Roo — WI WINCIOW FRAME . TO PATCH ESISTND I' INSULATING GIASS SEE CUSS TYPES ON WALL ELEVARONS SEALANT SYSTEM NER noG� WINDOW FRAME OUTFACE OF RE FRAME POLYGON FACE OF FASCIA PANEL wEL ABOVE i.E.s. each 4 M 0 0 0 1 CONDITION AT PIPE COLUMN. SEE PLAN 6 BA, INSULATION 6 X la GA TEE SILOS 1.2 GYP SHTO INSULADON BOARD N. WINDOW DA ELEVATION MODIFY CHUNG TO MATCH .SDNG G METAL STUDS GG. BATTINSU 'FRAMING 6 SOFFIT ABOVE TOP OF COLUMN BEYOND Z rS OEE 17 .....--- P� — z. O.O >3RAO7NG s I= SCRUDED ALUMINUM CLOSURE LIEYON BETWEEN COLUMN 6 WINDOW MET, DECK. SEE STRUCTURAL DRAWING NEW STRUCTURAL CHANNEL NG BEAM. NEE STRUCTURAL SPRAYED FIREPROOFING 0-ono (Dag ROOF SUMP (IN ROOFING RIGID 1 SUTATION O ROOF DRAIN REMOVE N. SOFFIT errs swill COLUMN BASF PAN. FINI9i TO MATER. MULLION FACE OF rzasrma , pzgor CONCRETE 0 CLOSURE ABOVE WINDOW 16 HEAD ABOVE COLUMN SFAUNT OWB RISE. WINDOW 6 MULLION BLACK SEALANT OVER COMPRESSIBLE FOAM GASKET METAL EDGE TRIM PANRRG FOR WALL CLOSURE AT MULLION 6. MULLION BROOF DRAIN SUMP PLAN r COVER TO MATCH MSTING BAC ROD =AT V,17,r7rw FRAME Q COLUMN RASE OP a NO orr MULLION TO MATCH IXISNNG 11 Mgr cur wis - 0 MULLION @ COLUMNS GLONGflE 6101FA1 .O NN m m , �I � I I IN 17 TOP OF E.I.F.S. WALL 112' _ SYSTEM 6 BA, INSUIABON Sr GM SHEATHING BATT INSULATION .R T. WOOD NNLER 1.2 CEMENT BOARD 12 GYPSUM SHEATHING OOF INSULATION • GYPS. BOARD ET, DECK, SEE STRUCTUR, DRAWING SPRAYED ON FIREPROOFING X sT OG ANCHORING FOR . .CEE• STUDS ELES BOARD, T, INSULATING wNDOP, MNwGN ST. FLOOR SLAB JUN 1 811996 PERMIT CENTER BOTTOM OF E.I.F.S. WALL O ROOF PLAN / ENEa= Far BA, INSULATION NEW GWB SOFFIT TO NEW MATCH EXISTINGG ,cN U8'8%8 . WIW MATCH OWING urs COLUMN 12 WINDOW HEAD HEAD DETAIL 2;o7 Zrfow INSULARON GALVANQED RADIUSBD INSULAIING We TRIM gACKER 0 TOP OF WALL r - BOT. OF EXISTING P.C. CONCRETE SPANDREL �SU51, WOOD NG ROOF INSULATION Se GYPSUM BOARD METAL DECK STRUCTURAL DR =Art %AWING SPRAYED ON FIREPROOF,. Go,O8 COMVUOUS 'CEP SILO TRANSOM GRNG WINDOW TON FAME ST.FLOOR SLAB MPREEtGLE FILER PROTECTION BOARD M M CN , C H 24 BOTTOM OF WINDOW WALL O COLUMN DETAIL MNwGN G ADJACENT 3 " =1' - 0° I ar V ENT MULLION w �' �II� NEW WINDOW W,L SYSTEM TO MATCH EXBTING WINDOW 6 MULLION E6STING COLUMN BASE TT MATCH DUSTING I V� — ,O MATCH FAGNNG ':i ;ill I SEATANT BACKER ROD. MATCH IZOSTING COLOR 0 JAMB DETAIL @ COLUMN DOW BLACK SEALANT OVER III ' VP' RL EDGE I !�� MP GYPSUM GASKET F O N& IIIi I INI 111111111 I11II cfr „Ai IA I 6 X 16 GAUGE TEE' IUDs O PWJ SECTION UunoN 0 WALL CLOSURE AT MULLION vg 3 ROOF PLAN & EXTER IOR DETAIL! A4.1 WALNA3 TYPICAL PARTITION ATM •i .WALL i2 9111112417& : T7ID\1. 1511110/7 Wig STRUCTURE FASIBI ANCHOR TO DECK 0' (21912 -11 SCREWS' 112 GA WIRE EACH 00 CH OTHER AT .OM WITHIN 2. OF 60000 L SUPPORT a -12 GAUGE WIRES BO ',PAW CROSS T , o T c EACH WAY 11111Br ' "11L11411li: - S1<!(1', 1111:1111% N NOTED ELM :GLTO RECEIVE SP GL OPACIUE O 'ENTRANCE LOBBY O VESTIBULE ACOUSTICAL CEILING 81-144 AT - T-&S ATTACH PUTINFA AT 2d' O.i NON-LOADED PARMION SASE as SCHEDULED FASTENER AT Pr 0 C WITH POWER 100 9 PULLOUT MIN. FINISH FLOOR NOTE: FOR ALL HEIGHTS SEE REEL CLG. PLAN A.C.T/G.W.B. TRANSITION EXTEND STUDS TO STRUCT. ABOVE. PROVIDE DIAGONAL BRACING ® O.C. MIN. 59 ' GWB OVER 359" MTL. STUDS @ 1S" O.C. HUNG CLG.& ACOUSTICAL TILE ELEVATION VARIES J. WALL MOLDING ` CORNER BEAD TRAPEE DUCIWOPH AND OTHER . LARGE OBSTRUCTIONS COUNTERSLOPE HANGERS IF MORE THAN TB 0, OF PLUMB • 3 " =1' -0" CLGNB3 NEW DOC.. MODIFY THIS AREA O SEISMIC SUPPORT AT ACOUSTICAL CEILING TILE 13 -0170 FASTEN TO STRUCTURE MN. PULLOUT / Y ACOUSTICAL TIE STRUT STASLIEER SIIN3OW MOULDING FACE OF WALL ATM WALL ELEVATION STEEL SLEEVE WELDED TO BASE PLATE 4 2/3" DIA X OR THICK STEEL BASE PLATE WITH COUNTERSUNK HOLES, PAINTED TO MATCH SAFTEY RAIL GUARD RAIL DETAILS NEW DOORS, MOOIFY FRAME MIS PP. 1 S19" DIA. METAL SAFTV RAIL PAINTED, 1/4" TEMPERED GLASS PANEL DETAIL U' iX SECTION AT ATM T N JUN I9 1996 PERMIT CENTER COMIC, © PM wUOWIMV.AHRECTUU, Inc UbM V..IW.r.,aoox.do„ 00A0Ne 11 10n4 A4.2 me 7.2" _ INTERIOR ELEVATIONS & DETAILS ABBREVIATIONS AB A/C ACI ADDL AGGR AISC AITC ALT ALUM ARCH APPROX ASPH ASTM AWO E 8 BD TUM. , : BLDG BLK BLKG BRG BOT- 8550 BTWN CB CG CJ CIP GJP _ • CLRGLR CMP CO COL GONG ' CONN QTR - CONTR CTJ CTR OU DBL DEPT DET DIA OR O DIAL D IAPH DIES DN' DP , DWG - DWL DOUBLE DEPARTMENT DETAIL DIAMETER DIAGONAL DIAPHRAGM DRILLED-1N EXPANSION BOLT 'DIMENSION DOWN DITTO DEEP DRAWING DOWEL E EAST (E) OR EXIST EXISTING EA EF EXJ EL ELE0 ELEV ENCL ENGR EQ' EQU EQUIP ES EW EXP EXT FD FDN FIN FF FLG FLR FLASH F05 FP FS FT OR ' FTG FUT G4 GALV GEN GIRD GL GND GR GWB' GYP ANCHOR BOLT ASPHALTIC CONCRETE AMERICAN CONCRETE INSTITUTE ADDITIONAL AGGREGATE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALTERNATE ALUMINUM ARCHITECT, ARCHITECTURAL AT APPROXIMATELY ASPHALT AMERICAN SOCIETY FOR TESTING MATERIAL AMERICAN WELDING SOCIETY AND BOTTOM (BEAM AND JOIST SCHEDULES ONLY) BOARD BITUMINOUS BUILDING LINE BUILDING BLOCK BLOCKING BEAM BOTTOM BEARING BASEMENT BETWEEN AMERICAN CHANNELS CATCH BASIN CENTER OF GRAVITY CONSTRUCTION JOINT CAST - IN - PLACE CENTER LINE COMPLETE JOINT PENETRATION CAULKING CLEAR CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEANOUT, CONCRETE OPENING COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CONTROL JOINT, CONTRACTION JOINT CENTER • COUNTERSUNK CUBIC EXPANSION BOLT EACH FACE EXPANSION JOINT ELEVATION (HEIGHT/ ELECTRICAL ELEVATOR' ENCLOSURE ENGINEER EQUAL EARTHQUAKE JOINT EQUIPMENT EACH SIDE EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FINISH, FINISHED FAR FACE FLANGE FLOOR FLASHING FACE OF 5TUD5 FIREPROOF, FULL PENETRATION FAR SIDE FOOT. FEET FOOTING FUTURE GAUGE, GAGE GALVANIZED GENERAL GIRDER GLUE LAMINATED GROUND GRADE •GYPSLYM WALL BOARD GYPSUM ,a HEF HORIZ HP MSS HT NOR NCL NTUL NT JT JST KS! LB OR 0 LLBB LLH LLV LONGIT LP LSL LT LT WT •L MAS MATL MAX MB MC MECH MEMB MFR MFRS MIN M 1SO M7 MTD' MIL NF NIC No OR 0 NOM NS NTS OA OU OD OF OPNG OPP OVS P/C PERP OR PL PLCS PLWD PP P/S P50 PSI P/T PVC PVMT RD REF REINF REOD RO SCHED SECT 6H 10 SHT 5HTG 51M SLBB SP SPA SPEC SQ S5 SSL ST STA STD STIFF STIRR STL STROUT SUPT 6U0P 6YMM HORIZONTAL EACH FACE HORIZONTAL HIGH POINT, HP STEEL SHAPE HIGH STRENGTH BOLT HEIGHT NSIDE DIAMETER NVERT ELEVATION NSIDE FACE NCH NCLUDE NSULATION, NTERIOR JOINT JOIST KIP, KIPS KIPS PER SQUARE INCH POUND LONG LEG BACK TO BACK LONG LEGS HORIZONTAL LONG LEGS VERTICAL LONGITUDINAL LOW POINT LONG SLOTTED HOLES LIGHT LIGHT WEIGIT: ANGLE MISCELLANEOUS SHAPE MASONRY MATERIAL MAXIMUM MACHINE BOLT MISCELLANEOUS CHANNEL SECTION MECHANICAL MEMBRANE MANUFACTURER MANUFACTURING MINIMUM MISCELLANEOUS STRUCTURAL TEE FROM M SERIES SECTION MOUNTED METAL NORTH NEAR FACE NOT IN CONTRACT NUMBER NOMINAL NEAR 510E NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE OVERSIZED PRECAST 0 PERPENDICULAR PLATE (STEEL/. PROPERTY LINE PLATE (WOOD) PLACES PLYWOOD PARTIAL PENETRATION PRESTRESSED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POST TENSION POLYVINYL CHLORIDE PAVEMENT RADIUS ROOF DRAIN, ROUND ROUND REFERENCE REINFORCING, REINFORCEMENT, REINFORCED REQUIRED ROUGH OPENING AMERICAN STANDARD STEEL SHAPE. SOUTH SCHEDULE SECT I ON SHEAR PLATE SHEET SHEETING SIMILAR SHORT LEGS BACK TO BACK SPIRAL SPACE, SPACING, SPACES SPECIFICATION SQUARE STAINLESS STEEL SHORT /SLOTTED HOLE STRUCTURAL TEE FROM 5 SERIES SECTION STATION STANDARD STIFFENER STIRRUP STEEL STRUCTURAL SUPPORT SUSPENDED SYMMETRICAL TC TEG TEMP THK THRU TOC TOS TOW TP TRANS INSULATED TS TYP UBC UL U VEF VERT VIF VOF W W/ W/0 WD WH WP WPJ WWF YD TOP TOP OF CURB TONGUE AND GROOVE TEMPERATURE, TEMPORARY THICK THROUGH TOP OF CONCRETE TOP OF STEEL TOP OF WALL TOP OF PAVEMENT TRANSVERSE STRUCTURAL TUBE TYPICAL UNIFORM BUILDING CODE UNDERWRITERS LABORATORY UNLESS OTHERWISE NOTED ULTRASONIC TEST VERTICAL EACH FACE VERTICAL VERTICAL INSIDE FACE VERTICAL OUTSIDE FACE WEST, W SERIES SECTION WITH WITHOUT WOOD WEEP HOLE WATERPROOF. WORK POINT WEAKENED PLANE JOINT WEIGHT, STRUCTURAL TEE FRCM W SERIES SECTION WELDED WIRE FABRIC YARD N6 -0110 GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: CODE: UNIFORM BUILDING CODE, 1994 EDITION. DESIGN LIVE LOADS: ROOF SNOW DRIFT FLOORS WIND SEISMIC FOUNDATION PILING: AUGERCAST PILES 18 "5 MINIMUM. GROUT f'c = 5000 P01, MAXIMUM W/C = .46, MINIMUM 10 SACKS OF CEMENT PER CUBIC YARD. SUBMIT MIX DESIGN. REINFORCING STEEL, DETAILS AND SUBMITTALS AS NOTED FOR REINFORCED CONCRETE. PILE CAPACITY = 35 TONS PER PILE. SPECIAL INSPECTION REWIRED. CONSULT SOILS REPORTS BY DAMES E MOORE ENGINEERS, DATED JANUARY 1959 /MAY 1989 JUNE 1996, FOR FOUNDATION AND EXCAVATION INFORMATION. REINFORCED CONCRETE: ALL CONCRETE - 0'c = 3000 P51, MAXIMUM W/C =0.45. MINIMUM 5h SACKS OF CEMENT PER CUBIC YARD. SUBMIT MIX DESIGN. SEE SPECIFICATIONS FOR ADMIXTURES. SPECIAL INSPECTION REQUIRED. UNLESS OTHERWISE NOTED, REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. SUBMIT REINFORCING STEEL SHOP DRAWINGS WITH DETAILS PER ACI 315 MANUAL OF STANDARD PRACTICE. LAP BARS WITH A CLASS B SPLICE. ASTM A705, GRADE 60, REINFORCING STEEL SHALL BE USED FOR: - WELDED OR FIELD -BENT BARS, CONCRETE COVER: BEAMS AND SLABS: GOUT: PILE CAPS 3 ". GRADE BEAMS 3 "70 TIE5.STRUCTURAL SLABS ON GRADE 11/2". RIGIDLY SUPPORT BARS WITH CONCRETE BLOCKS OR APPROVED ACCESSO- RIES. PROVIDE 0 5. SUPPORT BARS ALL SLABS. WHERE MAIN SLAB BARS ARE PARALLEL TO A SUPPORT, PROVIDE 0 4 ® 12 TOP BARS EXTENDING 2' -0" BEYOND EACH FACE OF SUPPORT INTO SLAB. WHERE SLAB 15 ON ONE SIDE ONLY, PROVIDE A 90° STANDARD HOOK AT DISCONTINUOUS FACE. AT SLAB OPENINGS OVER 12' SQUARE, PROVIDE TWO ADDITIONAL BOTTOM MAIN SLAB BARS OR 2- MINIMUM ON ALL FOUR SIDES OF THE OPENING EXTENDING 409 PAST OPENING. PROVIDE 1- 0 504'.0" DIAGONAL BOTTOM BAR ALL FOUR CORNERS. PROVIDE SLAB TEMPERATURE BARS AS FOLLOWS: B" SLABS, 03 ® 18 TOP, 04 ® 18 BOTTOM, 25 P00 UBC APP. CHAP 16 100 PSF = 80 MPH, EXPOSURE 0, qs = 16.3 PSF. I = 1.0 = ZONE 3. Z = 0.3, I = 1.0, GROUT - 6000 P51 MINIMUM 7 - DAY CUBE STRENGTH PER ASTM 0109. GROUT TO BE PREMIXED, NON SHRINK "MASTERFLOW" BY MASTER BUILDERS OR "CONCRESIVE" BY ADHESIVE ENGINEERING OR APPROVED EQUAL. ICBO CERTIFICATION REQUIRED. USE SPECIFIC GROUT MIX RECOMMENDED BY MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER'S INSTRUCTIONS. ANCHOR BOLTS: ANCHOR BOLTS. ASTM A307. SET ALL ANCHOR BOLTS BY TEMPLATE. DRILL -IN ADHESIVE: "HIT C -100" ADHESIVE ANCHOR SYSTEM FOR CONCRETE BY HILTI FASTENING SYSTEMS, OR APPROVED EQUAL. ICB0 CERTIFICATION REQUIRED. SPECIAL INSPECTION REQUIRED. 'STRUCTURAL STEEL: ALL STEEL ASTM A36. Fy = 36 KS!. EXCEPT PIPES TO BE ASTM A53, GRADE B, Fy = 35 K51. SPECIAL INSPECTION REQUIRED. FABRICATION AND ERECTION PER RISC SPECIFICATIONS. SUBMIT SHOP DRAWINGS. WELDING PER AWS DI.I. MINIMUM SIZE WELDS 916' CONTINUOUS FILLET. WELDERS CERTIFIED PER WABO FOR ROD AND POSITION. HIGH - STRENGTH BOLTS PER ASTM A325. TYPICAL BOLTED CONNECTIONS - DIAMETER SLIP - CRITICAL TYPE. TENSION HIGH - STRENGTH BOLTS BY DIRECT TENSION INDICATOR METHOD USING LOAD INDICATOR WASHERS INSTALLED PER MANUFACTURER'S INSTRUCTIONS. APPLY ONE COAT OF SHOP PAINT TO ALL STEEL EXCEPT FOR CONTACT SURFACES IN BOLTED PARTS, SURFACES EMBEDDED IN CONCRETE, AREAS TO BE FIELD WELDED OR SURFACES WITH SPRAY -ON FIREPROOFING. STEEL DECKING: STEEL DECKING DESIGNED, MANUFACTURED AND INSTALLED PER STEEL DECK INSTITUTE SPECIFICATIONS. ICBO CERTIFICATION REQUIRED. SUBMIT SHOP DRAWINGS. COMMERCIAL WEIGHT GALVANIZED FINISH ON ALL DECKING. ROOF DECKING - 3" x 16 GA, Im1n = 1.647 IN" PER FOOT, SmIn = 0.950 I00 PER FOOT. FASTEN ROOF DECK UNITS TO STEEL AT TRANSVERSE, END AND SIDE SUPPORTS WITH A" DIAMETER SPOT WELDS AT 8' ON CENTER. FASTEN SIDE LAPS OF ADJACENT UNITS WITH BUTTON PUNCH AT 24" ON CENTER. PROVIDE ADDITIONAL STEEL REINFORCEMENT AND CLOSURE PIECES AS REQUIRED FOR STRENGTH. CONTINUITY OF DECKING AND SUPPORT OF OTHER WORK. rc JUN (81956 re90:r00000 - " ) V -D', 5Q*2 -5 „ DP PILE CAP W/ 18' $ AUGERCAST PILE. 18"x24' OP - 9' GRADE BM FOUNDATION PLAN FLUTE. OV I 3 DECK PIPE 3W COL 6 %1' -0'x3' DP'' BLOCKOUT GROUT FULL SEE DET 9/S2 GRADE BM 2 -06 CONT T B. 0 41X ©0 10 4 - 06x3. 0'...: :.W 8 1 3' -0' SO RILE CAP 3 BOA .. - ADD 1- 07x4' -0" EA SIDE OF (E) GRADE BM IS 0 AUGER CART FILE "4 -0 8 VERT .. (-FULL LENGTH 12 THROUGHOUT «5x10-0 S 12 TOP TVP I GROUT, TYP I' -10 (E) 315x28W DP CONC BM - - 3' STL DECK Cl2, 3 - BOLTS TO L4x4 7" SLAB, 2 -0 6 7' SLAB 0 x5x ®12 TOP ink 85,20' JOISTS S OC VERIFY JOIST LOCATION W16x36 7' SLAB N I'0' N A DIES (EMBED G'1 FIELD VERIFY BM FACE LOCATION 5 SLOPE CP/ N, / / PIPE 2', SLOT FOR L4x4 LEG 05 B 12 BOT (NO SPLICES) 2 -0 11 BASE 51* x410x2 -l0" 2-71' ¢XI-0' ANCH BOLTS ® 7" OC 7 SLAB 3 -6 54x r (0 18 TOP GRADE BM 2 - #7 COW - T A B 04 ®10 VP 05512 BOT 2 - TOP 3 -0 9 BOT #41_10 10 (5) 4W SLAB C12 TO (E) CONC BM PIPE 2' STD BRACE 3 PLCS Cl2x25.7 i-{R-- -- - ROOF FRAMING PLAN W51'-0' �L4x4x 3/8x1' -0' 512 CONC JOIST / 2 -7t 0 DIES SKEWED AT I LOCATION - BEYOND / (EMBED 3W) (E) GRADE BM (E) 24524' GRADE BM W12 TO C12 N _ 1 , -0 ' C12 STIFF It 3/8x3W 3 -BOLTS WIG STIFF F TOP (E) 24524' GRADE BM 13gb--1)110 W12 TO W16 TO PIPE 31/2" COL 4 STIFF IC 76x4 (SKEWED AT I LOCATION) 3 - BOLTS WI KEx SW x0' -I0" 4- BOLTS PIPE 3W COL EPDXY a4x �= 1 S 18 INTO 71' A HOLE 05 (E) 245(24" GRADE BM FIELD VERIFY'' OPP 3 5 4x TIES B 4' ADD 2 0 7x4' - 0" GRADE ..BM - LINE 11 O GRADE BM - LINE 10 1 SLAB E M O (E) GRADE BM 11 SLAB E 0 TO (E GRADE BM 1 2 EN 10 GRADE ADE BM TO BM - 7P =1' -0' 7hl' - 0' • JUN 1 8 1996 rvrcryc i ; FOUNDATI FRAM) S G�TI