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Permit 6640 - Eagle Hardware - Walls Demolition
6640 91-228 eagle hardware demo 17500 west valley highway Permit 6640 - Eagle Hardware • . • • 1 ,. It : • year 1988 SETBACKS: N - S - E- UTILITY PERMITS REQUIRED? O Yes [x No W- (tfiro Public work's) FIRE PROTECTION: Qx Sprinklers [] Detectors Q N/A ZONING: BAR/LAND USE CONDITIONS? 0 Yes xQ No CONDITIONS (other than those noted on or attached to permit/plans) WA. ST. CONTRACTOR'S LICENSE# RJLANCI161JR EXP. DATE 1/92 ARCHITECT Ferrari Design Group P.S. PHONE 821 -3383 ADDRESS 11410 N.E. 122nd Way 1308, Kirkland, WA y On"( WKR, Inc. f • 623 -5800 ADDRESS 8223 Sixth Avenue South, Seattle, WA ZIP 98134 CONTRACTOR R. J. Lambert Co. PHONE 251 -0898 ADDRESS 19226 66th Avenue South #L101, Kent, WA ZIP 98032 WA. ST. CONTRACTOR'S LICENSE# RJLANCI161JR EXP. DATE 1/92 ARCHITECT Ferrari Design Group P.S. PHONE 821 -3383 ADDRESS 11410 N.E. 122nd Way 1308, Kirkland, WA ZIP 98034 CITY OF TUKWILA Dept. of Community Development - Building Division < : i; < DESCRIPTION:: 6300 Southcenter Boulevard, Tukwila WA 98188 BUILDING.PERMIT!FEE'::; (206) 431 -3670 PLAN CHECK:FEE:: BUILDING:SURCHARGE: :: BUILDING (DLO � / � PERMIT NO. l DATE ISSUED: APPROVED FOR ISSUANCE BY: / %MA" SIGNATURE: PRINT NAME: CERTIFICATE OF OCCUPANCY NO. jo NIA a -� BUILDI3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) • OTHER• PLAN CHECK NO.: BUILDING OFFICIAL AMOUNT: .................... TOTA 91 -228 :PROJECT • INFORMATION SITE ADDRESS 17500 W Valley Hy SUITE # 110 VALUE OF CONSTRUCTION - $ 1,500.00 PROJECT NAME/TENANT Eagle Hardware ASSESSOR ACCOUNT # 252304 -9033 TYPE OF ( New Building Li Addition U Tenant Improvement (commercial) ❑ Demolition (building) Li Grading/Fill WORK: [] Rack Storage O Reroof [] Remodel (residential) O Other: DESCRIBE WORK TO BE DONE: Demo walls. CODE '`:'COMPLIANCE . FLOOR 4 SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET 'OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC, LOAD DATE: (n I hereby certify that I have read and exami 'e• this permit and know the same to be true and correct. All provisions of lay 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 tp (performance of r am authorized to sign for and obtain this building permit. / p� . LCi�G �. 5A c r COMP � � . This permit shall be6 ome null and <voidif the work is no commenced within 180days from the date issuance, :; or if the work is `suspended;or a bandoned fora period of 180 days from the last inspection DATE ISSUED: PERMIT NO. CONTACTED DATE NOTIFIED C (0-14:— BY: DATE READY PERMIT EXPIRES 2nd NOTIFICATION 3RD NOTIFICATION BY: ( init. BY: (Init.) AMOUNT OWING 44 sQ . 50 ` INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) TO `: SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which PART M BUILDING - 5- 3 initial review (ROUTED) FIRE 3 /1/� G INIT: O PLANN NG O PUBLIC WORKS I O OTHER t BUILDING - final review REVIEW COMPLETED PROJECT NAME b a5 I e SITE ADDRESS departments need to review the project. PROV INIT: INIT: INIT: IT: ;Ai BUILDING 'ERMIT APPLICATION TRACKING "1 ADO I,Q2PS - t - Uallz : J UIREME .. , ..::..::......:..:: CONSULTANT: Date Sent - REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: N 2g < FIRE PROTECTION: $ Sprinklers FIRE DEPT. LETTER DATED: { ••—• 9 / S- Yes SUITE NO. ( lC� M Date Approved - UBC EDITION (year): TOTAL OCC. LOAD ZONING: BAR/LAND USE CONDITIONS? IBELU Off 1'i nauu oourncenrer tiourevaru, I uPkwuud vv r1 WO 1 oa DESC - . IPTION • U f.11 . L.lL � � :DATE 206 43 -3670 ( ) IL DIN - - I F w 00 PLAN CHECK , NUMBER / 12 $ A_PPLI MUST BE :.._ FI ED :. OUT COMPLETEL Y , ' CHECK FEE :> ;; >; :> �T� :UILDING SURCHARGE ' r •THER. TOTAL SITE ADDRESS SUITE # I j(l 1 t: C :i aril (D VALUE OF CONSTRUCTION - $ () 1, c L5 L , ia tr., i .� PROJECT NAME/TENANT 1 II ASSESSOR ACCOUNT # Z5Z3oV 033 TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: 1>.e we U. '« j} BUILDING USE (office, warehouse, etc.) ♦ ((rr r h NATURE OF BUSINESS: ( "IC 7_ ? (« , („'r'i t t , j1,-„,0 .),:'. WILL THERE BE A CHANGE IN USE? .0. No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: c,6,r z Tenant Space: Z c; "61') Area of Construction: e c2 . WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: piIt cat -It t;e7 h,a.i PROPERTY OWNER /1 /Cd ;i. � . W K Ivt c PHONE 61 ? - S ,4' —C ADDRESS 0- l"! 's_S �✓ /_ C ., . 4i- i- '- ---. 6173 (v. Ate J/lLZIP (7 c/ —L CONTRACTOR ,L. , ). (0 t I.. 1,1e -/- Ci) PHONE .e,,:, i_ -,, ADDRESS j`J 7 Z b 6!6-'l`' Ok`c 6 vi L l n / l'.,: )6,-, ZIP �. ( , :, , WA. ST. CONTRACTOR'S LICENSE # /`_ ) L /MA CI 16 ,. EXP. DATE / . c/z_ ARCHITECT t' � � ' '� "' nip c � ri'c t v t i� : >i �f � i i t l .. � . PHONE « ,� r_, 7 7 / c; . ADDRESS N / /r /,) W"i tio-C ' %c "{ 1'. / ►Y't.:1r C t - iJ ( • ZIP �c -.., RECEIVED CITY OF TUKWILA r�M CiTY OF TUKWILA Department of Community Development - Building Division • EBY CERTIFY THAT: I H UE:::ANDii0ORRIECTPAN BUILDING OWNER SIGNATURE OR AUTHORIZED AGENT ADDRESS CONTACT PERSON PRINT NAME 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 31— 01 RECEIVED CIT ' , f 1'fsI CENTER BUILDING PERMIT APPLICATION YRIND : ExAmtN /671/0/ za7Z t..�. LIt j vf DATE APPLICATION EXPIRES I — DATE PHONE CITY/ZIP ) , i,c1- "f t'i. t" PHONE Z / :S`1r�' COMMERCIAL -- — NEW COMMERCIAL SUILDINGS /ADDITIONS • Completed building permit application (one for each structure) Assessor Account Number Two sets (2) of the following Li Specifications — I Structural calculations stamped by a Washington State licensed engineer Soils report stamped by a Washington State licensed en U Topographical survey Energy calculations stamped by a Washington, State licensed engineer or architect El Legal description Working drawings, stamped by a Washington State licensed architect, which include • Site plan :. 4 Architectural drawings Structural drawings • Mechanical drawings • Elevations • Ctvit :drewings Landscape Completed utility permit application (one for entire project Six (6) sets of civil drawings NOW: See utility permit application and checklist for, specific ut I submittal requirements neer :::; RACK STORAGE . Completed building permit application Assessor Account Number Two (2) sets of plans, which include Building floor plan showing •Entire space where racks' will be loca • Exit doors • Dimensions of aliaisles > . . Tenant space floor plan showing. rackstoragelayout, aisles and:; exits:::: NOTE Include dimensions of racks (height, iVrdth and fength),(aisles ;. and exit ways on plan • Structural calculations stamped by a Washington State license engineer (rack storage 8' and over) SUBMITTAL CHECKLIST RESIDENTIAL NEW : SINGLE - FAMILY DWELLINGS /ADDITIONS E] Completed building permit application (one for each structure C Legal description C Assessor Account Number • Two sets (2) of wor drawings, white include Site plan « .► (r7rr pfw► straw hydrae k xaetat • Foundation plan:: :: lricioleaccessto stawing ,: • Floor plan h and length of access.) • Roof plan • Building elevations (ail views) • Building cross - section. .,, • Structural framing plans Washington State Energy Code data • C Completed utility permit application ri 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. Adcitional topographical and soils information may be required if unique site conditions. REROOf ' Completed buil ding permit appl ication: Ass essor Account Number Narrative describing existi roof, material being installed ; ' : NOTE. ;A:certification better Is oft of the permit . . ANTENNA/SATE.LLITE DISHES C Completed building permit application rts, Whlct inclU COMMEF CIAL TENANTif� P OVEMEN`t Completed building Kermit Cao • tenant) Assessor account Number f:constriiotion i Site plan pl L a•adon of tec nant speoa Existing and p par L plan (U applicab t;a., change of use ) Ov b uilding l an • Tenan ins. r Use of adjacent (comm wall) tenant • tavemll.d of building or squ ar e ' fo o tage pla of pro pos e d ten s Te space an wit c each room la Exit doors, e patterns • New.wall existing #0!:.a w elt s to be d emoli s h ed Construction details • ?Cross . seotons :ehowng;wai orig rur io attachment forfloor cei ling Structural calculations s tamped by a. Washington State : licensed;: if structural. work is : W be done (2 sets):; NOTE 1f anX udtify WOrk is to e bs pbr�. 4ubntll 9aperate ud>lly pert»1!? a icatio» and plans IP materiel bein removed, and • requ ired pno to final and s Assessor Account Numbs Two (2) sets of plans, which: include;:; SitelPlan (showing building Arid location of antenna/sateliits dish) De tails antennWsatolllte.dish and method of Structural calculations stamped by a tl►leshln engineer may be required .: : RESIDENTIAL REMODELS Completed building permit application (one for each structure) Assessor Account Number Two (2) sets of Working drawings; } Site oundetien oor.plan ■ : Roof plan •• Building •elevations (all views Building cross-section • Structural framing plans NOTE: If any utility work Is to be done provide utility permit application and plans must be submitted REROOFS C Completed building permit application (one for each structure) n Assessor Account Number :`. Narrative describing. existing; roof, material being removed, and material being installed. NOTE: A oertlllc. t on letter Is required prior to final Inspection and sign- off of the permit. PROJECT: &---a—€ 01 PERMIT NO. Ce & SITE ADDRESS: DATE CALLED: ) DATE WANTED: a.m. P.m. TYPE OF INSPECTION: 1 SPECIAL. INSTRUCTIONS: __,______:___ REQUESTER: 1 PHONE NO.: INSPECTION RESULTS/COMMENTS: 11 .... INSPECTOR: mop DATE: i ( r CITY OF TINVVIL4 Dept. of Community Development - Building Division Phone: (206) 431-3670 INSPECTION RECORD \/ 6300 Southcenter Boulevard — #100 Tukwila Washington 8188 PROJECT: Q • A r, _ • PERMIT NOC tJ H O DATE CALLED: (0 .-a E D WANTE ( p -I -�{ calm. SITE ADDRESS: ■• \J0, \\ I IC) TYPE OF INS Qr. SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: cf2 a5%Vo<&crK INSPECTION RESULTS /COMMENTS: _ CS f N INSPECTOR: N DATE: (7 - (3 - 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIOci RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 I'IIONE N (206) 433.1800 Cary L. VanDasen, Mayor Plan Check #91 -228: Eagle Hardware 17500 W Valley Hy #110 THE FOLLOWING COMMENTS APPLY TO AND BECOME / P I ^ OF THE APPROVED (Q r PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 3. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) . CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Pre - Demo 431 - 3670 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON REVERSE) BUlLDIG PERMIT -4141gg, INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 17500 W Valley Hy SUITE NO.: 110 BUILDING PERMIT NO. DATE ISSUED: PROJECT: Eagle Hardware ( CALL FOR INSPECTIONS AT LEAST 24 HOURS iN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14, FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 09,14,1 Plans Approved Plans Not Approved F.D. Review letter included FIRE DEPARTMENT REVIEW SHEET Date: 6 — 5 .- 9) Building Address: 17511 4%JeS ' 1 )9 L ), „✓ti SU��" �10 A check in this box indicates the address is not d cri ptive or not complete. Building Owner: New Owner Address: Fixed fire protection required for this project: Sprinkler: Hose Station: Fire Alarm: Fire Flow! Hydrants: Min. GPM � : f " 6/0*. Required Special Systems: Fire Lanes: Supra Lock Box: Haz Mat Info Box: Construction requirements required by Fire Department permit: jy h' 6 0 41- / - ‘ 42 5 r Fire department notations which should be reflected on the plans: .01 ff /71-0 ihe f7f rAyel-e .4(./e f e°4 / /l e • ✓-r ✓1: ✓ .' c jB PLAN REVIEW COMMEK .8 Plan Check No.: ` ?'"' Project: REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening >< 1 14. Fire Final 15. Planning Final 16. Public Works Final X 17. Building Final PLAN REVIEW COMMEK .8 Plan Check No.: ` ?'"' Project: REQUIRED INSPECTIONS No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final Inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. City A. Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -228 (513) June 6, 1991 Gary L. VanDusen, Mayor Re: Eagle Hardware - 17500 West Valley Highway (56te... tic) Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type, Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10,301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit doors shall swing in the direction of exit travel when serving an occupant load of 50 or more. (UBC Page number 2 City OT Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 3304(b)) Gary L. VanDusen, Mayor Exits serving more than 50 occupants shall be provided with illuminated exit signs. (UFC 12.108(d)) 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) 4. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) If the building is to be used for the storage of high -piled combustible material (as defined in UFC, Sec. 9.110); automatic fire- extinguishing systems, smoke - removal systems, fire protection and fire separations are required per Uniform Fire Code - Article 81. Smoke removal capability shall be provided in buildings used for the storage of high - piled combustible stock and protected by an automatic fire- extinguishing system and shall be designed to provide a minimum of six changes of air per hour at 100 percent exhaust to the oe . (UFC 81.10) CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: 1-745 Om* DATE: OCCUPANCY GROUP TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W.S.E.C. CHAPTER 51 -10, W.A.C. PLAN REVIEW V e PLAN CHECK NUMBER 91- zza 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE: PREPARED BY: ,--ivel, 11410 N.E.122nd Way Suite 308 Kirkland, Washington 98034 821 -3383 FAX 821-3213 REMARKS: Copy to: Signed: Date _ Mailed - Delivered — To be picked up Project Number (1171 CP3Te) anicUreeti. W1 ?• 1'( 1)0 Attention: y %? f t De Project Name: 64 L L ka Wez i €. Please find attached: — shop drawings plans specifications _ copy of letter change order _ details _ calculations Number of copies: Description: 2 q15 S1„k (newili4 ) /eCiV1 gi - For your information '(For your review - For approval _ As requested it enclosures ere not ea noted, kindly notify us et once. LETrirEi UGURSETITifk0. RECEIVED CITY OF TUKWILA HAT 31 PERMIT CENTER NETALI 1. MECHANICAL 2. ELECTRICAL 3. F:RE'spRINKLERS 4, FIRE ALARAS/PROTEcTION IN ACCORDANCE WITH AND AS RE.U1RED BY ALL coOES AND RFGOLATiONs. • . D. toNPLY WITH REQUIREMENTS IN TOM SPECIFICATIONS OR STANDARD OF INHIPammilp, PERFORMANCE, QUALITY. I. WHERE MATERIALS, FinisHES OR MOMENT IS NOT SPECIFICALLY' IDENTIFIE0, THE .. ONTRACTOR WILL BE REWIRED TO SUBMIT SAMPLES INFORMATEN DETERMINING . QUALITY AGOIJERFoOKAKCE,' mot To ANY WORK. E. cO5R0INATE'suppLIEGS AgO SWOCOOTRAWAS FOR 'PROPER SEQUENct OF OPERATIONS; PREvENT iMpLICATION'OV EFFORt; PROYI9E ORDERLY PROGRESS Of WORK. • F. MAINTAIN sTRucTuRAL INTEGRITY Of ROOF sTRucTuRE. ba NOT USE 2X 4 000F 3/WIRERS FOR CEILING SUPPORT, SPRINKLER PIPE STIVE RIAS. • I NECNANKAL DUCTAANGER SUPPORT, ETc. 00 NOT Cur "'!. gum A. ARM AND confirm ALL 1101061M AND EXISTING CON0ITIoNs. NOTIFY OWNERS AEPREsENTATIVE FERRARI DESIGN GROUP (FOG) OF ANY D1SCREPANcIES OR ConDITIONS ADVERSELY AFFECTING THE OF wORk AFFECTED. DESIGN OR'PROGREsS OF WORK PRIOR TO PROCEEDING WITH THE ITEM B. COMPLY MTH ALL AppLICABL: CODES AND ORDINANCES. LAWS AND LIDINANcEs GOVERN IN CASE OF CONFLICT BETWEEN METHODS OR AtAGARIMIIVALLATION oR HATERIAL QUALITY. NOTIEY (EDS) OF ALL C. OBTAIN SEPARATE PERMITS FOR ALL ADDITIONS AND/OR NOOIFItATIONs Tot A. FRAMING: 'GRAUER' OR EQUIVALENT, AS DETAILED ON DRAWINGS, WITH FIRE BLOCKING AS REQUIRED BY (00t. BOTTOM PLATE gpRECTION 1/4 DIAMETER PANSET AT 24 0.C., PEOETRAIE INTO A.R.IE 1-1/4' MIRIAM. B. _ NORIO: "GRASPER* D EQUIvAtt111, AS DETAILED ON DRAWINGS, FUR OUT RAIN LUNA, CRATE PILASYEAS AND COLUMNS AND smtp CONNECTOR PLATES, ETc. AS REWPIED 10 COVER. Existing Adjacent Tenant (Seattle Furniture) I II I / Existing Office & Stor,40e Platform To Be Removed • -'•••••-•••-•••• 6. • Existing Storefront Glass, Door & Exit Stair To Remain 0 I II a F-Existing Full Height Wall (PELx.476 e z e crg.fe.4, a Off ic4e/Watr(elt gEtx-ATE Exic7T10/0 CHAit.1 \ LINK. FENGE, 20 t•JE6T ic< Z---K.ELOCATE D ELEGIgicAl,.. PANEL TO THIS LoGATION, To Z./ell:7;7d E C. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS WHERE IN CONTACT. cARPENTRY A. GENERAL: PROVIDE BLOCKING AS REQUIRED FOR PLUMBING FIXTURES, TOILET ACCESSORIES, GRAB BARS, ETC. PLYWOOD: 3/4* EXTERIOR GLUE PLYWOOD ON TOP OF RESTROOM CEILING JOISTS FOR WATER HEATER SUPPORT. C. PLASTIC LAMINATE: "FORMICA" (COLOR APPROVED BY OWNER) 1. 4'-0* WAINSCOT AT ALL PLUMBING WALLS, AND MINIMUM 2'- Os PERPENDICULAR TO PLUMBING WALL AT ADJACENT WALLS. D. CABINETRY: • CusTom.ButO,CABINETS AS DETAILED ON DRAWINGS, 2. PLASTIC -EMIRATE FINISH ON ALL EXTERIOR FACES. ALL CABINET INTERIORS AND OPEN SHELVING TO BE OVERLAID WITH A WAHINE LAMNATE. 7. TBERNALANglolffiRELOWIRN A. INSULATION: MANUFACTURED BY OWENS-CORNING, MANSVILLE OR EQUIVALENT. PROVIDE FLAME SPREAD 25 RATED FACINGS IF FACINGS ARE USED I. PRIOR TO tTALLAIA0 OF.1NsULATIK, CONTRACTOR MUST ACHIEVE A 1STuRE RATING OF 14% OR LESS AS VERIFIED BY AN INDEPENDENT TESTING LAB. 2 - _ WHERE INSULATION 1$ PLACED M TOP OF SUSPENDED CEILING sySTEu, DO NOT INSTALL INSOLATIoN ON TOP OF OR WITHIN 3* OF LIGHT FIXTURES, UNLESS FIXTURES ARE APPROVED FOR SUCH USE. - • 3. REFERENCE WALL. RETAILS FOR R VALUE, LOCATION AND EXTENT OF INSULATION. 4. INSTALL VAPOR BARRIER ON ALL EXTERIOR INSULATED WALLS AS DETAILED 00 DRAWINGS. • B. ROOFING I. FLASH AND cOuNTEIFIASH ALL 'PENETRATIONS OF ROOFING. Hoop PATCHING RUST BE ASPHALT BASS MATERIAL COMPATIBLE WITH EXISTING ROOFING. 9. AA, Warehouse Area .1■••••••••■•■11. 0. 1 /1 6"= 1 '-0" "2. A. FLOORING 1 • PLACE ROOF MOUNTED EQUIPMENT ON CURBS WITH SLOPES AS REQUIRED FOR PROPER. DRAINAGE. CANT SIDES OF CURBS, APPLY ROOFING NATERIAL AND MOP OVER. CAP CURB TOP AND CAULK OVER ALL NAILS AS REQUIRED TQ. ENSURE WEATHERPROOFING. a. moBlaitgaiUMBBEE A. DOORS: • 3 IBY P-0", 1-1/4" THICK SOLID CORE, UNLESS NOTED OTHERWISE, RED OAK WITH PLAIN SLICED VENEER. I. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF KEY OR MY SPECIAL KNOWLEDGE OR EFFORT. . 2. UNDERCUT RESTROOM DOORS I" TYPICAL. B. FRAMES: ' HOLLOW METAL, 18 GAUGE, COMMERCIAL SERIES, BY ' TIMELY OR EQUIVALENT, PREFIHISHED BLACK COLOR. C. HARDWARE: 1. ALL HARDWARE BY SCHLAGE LOCK COMPANY OR APPROVED EQUAL. 2. ALL . HARDWARE : USED 14 ACCESSIBLE .:BUILDINGS AND FACILITIES SHALL CONFORM TO THE REQUIREMENTS PER !WASHINGTON STATE RULES AND REGULATIONS FOR BARRIER FREE DESIGN"; FOURTH EDITION. 3. VERIFY KEYING REQUIREMENTS, SPECIALITY ITEMS AND QUANTITIES REQUIRED FOR COMPLETE INSTALLATION PRIOR TO . ANY WOK. . R ''AFA GLAZING: ' 1. ANY MODIFICATION OR ADDITION TO STOREFRONT FRAMING AND GLAZING SHALL MATCH EXISTING STOREFRONT SYSTEM. FINISHES 1. CONTRACTOR WILL BE REQUIRED TO FIELD VERIFY EXISTING sLAB/suRFLooR CONDITIONS. ANY sLAB/sUBFE.00R PREPARATION REQUIRED pRioR„To INSTALLATION OF FINISH FLOOR MATERIAL IS WITHIN THE SCOPE OF WORK. 2. CARPETING: "HAMSHIRE-11* 26 OZ. (ANSO IV YARN); OR DESIGN WEAVE °PREMIER' 28 OZ. (ANTRAN). COLOR APPROVED BY OWNER, DIRECT GLUE DOWN INSTALLATIoN. / G\ ;.1 3. VINYL COMPOSITION TILE: ARMSTRONG "STANDARD EXCELON" COLORS APPROVED BY OWNER. 4. SHEET VINYL: ARMSTRONG 'CLASSIC ORLON". COLOR APPROVED BY OWNER. 5. BASE: 5* PDPPE VINYL BASE IN COLOR COORDINATED WITH FLOORING. • 6. CONCRETE SLAB: ALL AREAS OF CONCRETE SLAB THAT DO NOT RECEIVE .A FLOORING MATERIAL SHALL BE SEALED WITH A OICRETE SEALER. B. GYPSUM WA,LBOARD: 1. 5/8' GYPSUM BOARD, TAPED AND READY FOR PAINT. 2. ATTACH TO ERMING/FURRING WITH 1" G.W.B, SCREWS Al 8" O.C. AT plat EDGES AND 12" O.C. AT INTERIOR SUOpoRTs. 3. 5/4" TYPE "x" GYPSUM BOARD REQUIRED AT OFFICE/WAREHOUSE WALL. 4. E/B' MOISTURE RESISTANT GYPSUM BOARD RFQULRED AT ALL INTEAIOR WALLS to • RESTRONs. C. PAINT: KELLY MOORE Ok APPROVED EQUAL. I. GENERAL WALLS; ONE COAT LATEX PRIMER AND TT.3 COATS INTERIOR LATEX EGGSHELL ENAMEL. 2. RESTROOM WALLS: ON COAT ALKYD PRIMER AND TWO COATS ALKYD ECGsHELL ENAMEL. 3. WOOD STAINS: WOOD TRIM AND DOORS STAINED PARKER #3001 • WOODIATE 5-36; FINISH WITH 2 COATS LOW SHEEN SEILER. D. SUSPENDED CEILINGS: I. LAY-IN ACOUSTICAL BOARD: ARMSTRONG 'NINABOARD: 2' X 4' X 5/0' FISSURED PATTERN, 2. SUSPENSION SYSTEM: 2' X 4' HEAVY-DUTY COMMERCIAL I- I/2 MAIN AND INTERMEDIATE TEES. NO. 12 GAUGE HANGERS AT 4'-0" ON CEREER EACH WAY PER MC STANDARR #47-18, CAPARLE OF SUPPORTING 160 POUNDS. ATTACH RANGERS TO STRUCTURAL FRAMING MEMBERS WITH 1/4' SCREWS PENETRATING 1-1/4' INTO STRUCTURE. 3. SUPPGRT LIGHT FIXTURES WITH TWO NO. 12 GAUGE HANGERS FROM FIXTURE TO STRUCTURE ABOVE. LIGHT FIXTURES WEIGHING MORE THAN 66 PDUNDS SUPPORTED BY 4 HANGERS, ONE IN EACH CORNER. Keynotes I.. 3'-0" X 7'-0" S.C. DOOR W/LEVER LATCHSET, WALL STOP AND CLOSURE. 2. 3'-0" X 7'4" S.C. DOOR W/LEVER LATCHSET AND WALL STOP. 3. 3'-0" X 7'-0" S.C. DOOR W/LEVER LOCKSET AND WALL STOP. 4. CARPET FLOORING. 5. SHEET VINYL FLOORING. 6. SEALED CONCRETE FLOORING. 1F ©1 • FIERA/WV CD(K011. THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUB- JECT•TO REVIEW AND MODIFICATION BY GOVERNMENTAL.AGENCIES. DO NOT USE FOR BIDDING OR CONSTRUCTION. 1 A • CEILINGS PORIZONTAL TO A TOLERANCE OF 1/8' IN 10'-0" MEASURED EACH WAY. GRID TO REMAIN CONTINUOUS PATTERN THROUGHOUT. S. PROVIDE SEISMIC BRACING AS INDICATED ON THE DRAWINGS AND REQUIRED BY CODE. SPECIALTIES A. B. TOILET ACCESSORIES: BOBRICK BRADLEY T.P. DISPENSER 13-686 522 TOWEL DISPENSER 8-263 251 MIRROR SEE RESTROOM ELEVATION GRAB BARS 490 X 36" & 836 X 36" & 490 X 42" 837-42 FIRE EXTINGUISHERS: (N.I.C.) PROVIDED BY TERM PER CODE. 12. FURNISHINGS A. WINDOW BLINDS: VERIFY, IF REQuIRED, WITH OWNER *tFVOLOR* I' CONTRACT BLIND. 1. INSTALL SEPARATE HEAD CHARNEL AT EACH HORIZONTAL STOREFRONT MULLION ANA SECTION OF OLAZING. 2. :CAL COLOR TO BE APPROVED BY OWNER. 15. FIECHAN A. PLUMING: INSTALL AS REQUIRED AND. PER CORE. MAKE PLUMBING CONNECTIONS A REQUIRED TO EXISTING DOMESTIC wATER AND SANITARY SEWERLINES. USE COPPER PIPE, NO BLACK OR GALVANIZED IRON PIPES ALLOWED. POSITION FIXTURES PER HANDICAP ACCESSIBILITY CODE'REQUIRENENT53 . A I. WATER CLOSETS: AMERICAS STANDARD 'ELONGATED CADET" 32109.405 WITH 134 05.016 SUPPLY PIPE AND SOLID • OLSONITE SEAT 147 Wan OPEN FRONT AND NO OVER. 2. LAW. (COUNTERTOP) - AMERICAN STANDARD "AQUALYN" /0476.028 WITH HANDICAP ACCESSIBLE FAUCET. 3. STAINLESS STEEL SINK: ELKAY ILR-2219 (18 GAUGE) 3 HOLE OP3R-2219 20 GAUGE WITH AMERICAN STANDARD 'AQUARIAN 11 FAUCET 04200.010. 4. WATER HEATER: ELECTRIC 15 GALLON UNIT IN Alls TAN ON PLATFORM MOVE RESTROOM, {LIMBED TO' DRAIN. B. GAS PIPINQ: NO GAS PIPING ALLOWED UP OUTSIDE FACE OF BUILDING OR ABOVE ROOFING. CORE DRILL THROUGH EXTERIOR WALL. hTTACH PIPING To INSIDE FACE OF WALL AND EXTEND UP TO ROOF . STRUCTURE RUN PIPING UNDER AND SUPPORTED FROM ROOF STRUCTURE. Site Plan Legal Description North 271.25 feet of the South 601.10 feet of that portion of Government Lot 7, Section 25, Township 23 North, Range 4 East, W,H., in King County, Washington, lying West of the Puget Sound Power & Light Company right of way and East of West Valley Road, according to plat thereof recorded in Volume 4 of Plats; page 76, records of King County, Washington. Legend 111111111111111S _ MOM A D. FILE COP I understand that the Plan Check approvals are subject to errors and omissions and approval C4 plans does not In the violation of anY adevAted code or dinance. Rocei t of copy 0 appf ions ackno )... EXISTING WALLS/STRUCTURE TO BE REMOVED FURRED CONCRETE WALL OltiCE PARTITION WALL OFFICE/WAREHOUSE WALL RESTROOM WALL TENANT SEPARATION WALL (EXISTING) 2 X 4 CEILING GRID 2 X 4 LIGHT FIXTURE RESTROOM LIGHT VALANCE OUPLEX OUTLET TELEPHONE OUTLET EXHAUST FAN EXISTING MANDOOR, DOCKDOOR OR DRIVE. IN DOOR NEW 8 X 10 DOCK DOOR, CENTERED IN PANEL Sq. Ft. of Area Power Budget 682 Sq. Ft. Lighting Budget 1159.4 Watts Allowed CITY OF TUKWILA APPROVED N11$ A. 114 BO DI I • 1.7 Watts/Sq. Ft. actor's Printed MAY 3 0 1991 rERRARI DESIGN GROUP C. FIRE SPRINKLERS: ADDITIONS AND MODIFICATIONS AS REQUIRED BY CODE AND NFPA PAMPHLET #13. SPRINKLER HEADS CENTERED WITHIN CEILING BOARD WHERE FEASIBLE. O. HEATING AND VENTING: INSTALL AS REQUIRED AND IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS., 1. MANUFACTURERS: VERIFY MANUFACTURER WITH OWNER. A.,. 2. PROVIDE FORCED AIR ELECTRIC BASEBOARD HEAT IN OFFICES AND RESTROOMS. 3. DESIGN CRITERIA: WINTER INSIDE 70 DEGREES F AT 20 DEGREES F OUTSIDE: SUMMER INSIDE 72 DEGREES F AT 85 DEGREES FOB AND 65 DEGREES FRO. 4: HEATING (WAREHOUSE ONLY): EXISTING UNIT HEATERS'TO REMAIN. ‘: 5. VENTING: IN CEILING OF EACH RESTROOM; MECHANICAL EXHAUST FAN CONNECTED TO LIGHT SWITCH AND VENTED TO BUILDING EXTERIOR PER CODE. 16. ELECTRICAL INCWDE OUTLETS, SWITCHES, SEPARATE SERVICE, OVERHEAD' SUPPLIER TELEPHONE, ETC: COMPLETE. A. POWER' PANEL: 200 AMP 30 CIRCUIT CAPACITY, LOCATED AS DIRECTED BY OWNER. B. 'OUTLETS ANDWIRING: INSTALL AS INDICATED ON DRAWINGS AND AS -REQUIRED BY ALL APPLICABLE CODES. :VERIFY.DEDiCATE0 CIRCUIT LOCATIONS WITH OWNER., ALL CONDUCTORS SMALLER IN SIZE THAN A #6 SNALI BE COPPER. TERMINATE ALUM1NUN CONDUCTORS WITH CABLE TERMINATORS. C. TELEPHONES: INSTALL PULL WIRE IN WALLS TO LOCATIONS INDICATED ON DRAWINGS FOR TELEPHONE OUTLETS ONLY. ALL WIRING AND INSTALLATION OF TELEPHONE SYSTEM FROM BUILDING ENTRY POINT IS N.I.C. (BY TENANT). LIGHTING:. I. GENERAL: 2' X 4' 3-TUBE LAY- 1N FLUORESCENT FIXTURES WITNINERGy.EFFICIENT BALLAST S INDICATED ON CRAVINGS. COMPLY w1T4 LIGHTING BUDGET AND SWITCHING REQuIRENENTS. Of ENERGY CODE AND LOCAL REGULATIONS. 2. LAMPS: SYLVANIA iF-40/CWARSS 'COOL UNITE' 34 WATTS ANYER LAMP RATING. 1; * itRAROONS: (2) TUBE FLUORESCENT FIXTURE IN VALANCE- ABOVE LAVATORIES At DOOR. . • , C E: CC 0 in Wel I F) 6 ° 0 0 I ° MI 7E11 .r /.rP 140728 4 _ . of . Furred Concrete Wall Roof Vent Panel Elevation e•• I°1 B ATT I IJ'U L T IOW 4 - SUSPE4.06.0 A� FIoAI GEILI1J 1 oPA ,0 3 25 CGA. METAL.'S'1'1JO ' ei 24 ►4,/ `tea" CawlB. ATTACH Ti 'E.'k' SGREI4$ a 8' O.G. 'PA1.iEI.., EWaES 14 I2' 0.l,.. FIELD. R. I I eon II.t'UL.ATto1J 4/ 4 VAPOR. 14 E.R, Ex twits 41',4.•p:►IJc.l. OM; Fee-Au. laEa u1 p pRo T TGN Rr VEF1 r c coII . M l4J, 21440 GIIF.5 6 4 SVGS MO? RE1211rREP OvER 4v4 z D 2x4 156141 € 01) c al i7 'a PROVIDE FIRE sToPPIi.161 OTTOM OF Lome, Z • • Tor of PATE • &/ I M ETA.. SNP FOR LAS %.11 ATTAtA W/m 14lo SGR .WS T.45.S x.19 `STUDTO zr S" .10 . \- \-- ATTAcki TOP TRAC4 . TO MAt N Rl#0.hl EA. 4R Ciro TU.8 milt OF tIJTERSE6T1O0 W/ (l) TYP2 i cd coGg ,W 5/6' c'pwes EA. SIPS ATTACH 1i4/ T 'PL SCREWS v S "o. G ETPG-,�S le04. PANEL FiELP 3' /2"x25 CM■,. M"CL sTUP e24 "O.0 A T T A G N t?aOTTUM T GIG 1/ C 11 I /4 4 Vii-. DcZN . @ J � � Typical Interior Partition Wall Mechanical Curb 1.10TE.: =AK GURU A612E6' 7 TO - o44PE fRof IP'CA LI AAE CAULK CV . aLl. tJA!Lfo 2 p ask. C'WkL CA? TAPER 44.10 , PRoV icy LE-VE.L TOP 4>44 c/ rr -'F P ECK CAPR.PI h 5141 W/ 5'TRt.I�t N 4$ (a* * %MU Office /Warehouse Wall Seismic Bracing , HEAL- STLJp.F R $I1 RT. P?Q ATrACH14 /(2) 4, SGF ►IS • TIM e:4TEND 9311,IATO'Ra9F STWQQC1" Arr It.IStJI.ATIot J PL 4 1114 I' - I" W/a Va 4 HILT! Ie J1K- F3oLT MIt'4. 4 EMF ED ' ac. Max. VERTICALLY SPaGEt). SIJSPE ;PEP ixtotr n!AL. GEIL,.lI a b9:•►gt7 Vie' s- 25 6D.. MTL S1IJ7 & 24 . I•tV &/ '' we, EA. SIDS, ATTAal 14/ TYPE 5' SGRRWS e. et" o.G. ?AI4su spew r4 "0.e.. ?,aIJEL sec6e. t II 5411 ILISUL4.Ttp0 Typical T.S. to. Panel Connection Ir NoTE4 ALL PANEL II'tAE 'HALL att gECE..h ED II4" fs oM FA✓E k PILLED w f Erocr Fob. Wr,ArHa: 2 k <,Tc ;.710N! LIVE, 2F DANIEL 6AL.I -6 di IlIIIIIIIl' IIlIlI , IIIIvlII:IIIIIl Z llIIJIItI I I 4I - IIII IIIIIIIIIIIII IIIfIII 1 3 1 5l I (if i No.18 e PL I f 2 ' Sk 'e 6 HILTI OlzEaJAL EM PSEED e WAINlexor 6et4 eo.E 1. 2. 3, 4 ( Restroom . Wall 3 r1E-XAL. 'STOP FOR LATERAL SuPpov,1 A / ('#) We, Sozek.1% T.4 8. ExTEUO ST io Roof , b11? 4 / -3/4 0 PL.YWa©D e 14ATEt&, L1�AT L,,�..ATII R -l°4 3a►t1 iN5ULATIoN 4Q 4 20 6A. tiriL JO I$T S 100.6. ATII W/e 'Ca ScRGWS fig'" I .TeR. FtESiSTAN'Y 6W0; o E5TitOoM coupe OWL'r, AT1» 44 !4/ TYPE ews a O''O.G.PAIJEL ELYvEc ?AIJEI. Eoc2SS 3'/2")c25 6A• METAL STiJp 3 SoUIJO ITT II ULATIoiJ Restroom Elevation CODE:UNIFORM BUILDING CODE, 1988 EDITION. WIND LOADS: 80 MPH (EXP. "B ") METALS: • oce car_. Typical T.S. to Slab Connection Structural General Notes 4 VIt4 (L TO coMPLY W /U' c. SEc sioCb). i',Qltla``a A. ALL STRUCTURAL AND MISCELLANEOUS STEEL: ASTM A -36 (Fy 36,000 PSI) U.N,O. B. T.S. COLUMN: ASTII A500, tiRADE "B" (Fy 46,000 PSI). C. WELDING: PER AWS STANDARDS E70 XX ELECTRODE AND BY CERTIFIED WELDERS. `PROVIDE SPECIAL INSPECTION PER U.B.C. D. ALL STEEL TO HAVE SHOP PRIME COATED. 4. PARABOLTS: ALL DRILLED IN ANCHORS SHALL BE HILTI OR EQUAL IN CONFORMANCE WITH ICBO 2156. ALL BOLTS SHALL BE GALVANIZED. 5. SPECIAL NOTES: A. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY FABRICATION. . CONTRACTOR TO SUBMIT OR VERIFY All. CHANGES WITH ARCHITECT PRIOR TO CONSTRUCTION. Counter Elevation • Restroom Light Valance t • Printed MAY 301991 FERRARI DESIGN GROUP C fo 80 , W t CC CC CO C3 = LI Arommommomama %1 /iii -.7' .ft 1 ii a Ifii 7E11 .r /.rP 140728 4 _ . of . Furred Concrete Wall Roof Vent Panel Elevation e•• I°1 B ATT I IJ'U L T IOW 4 - SUSPE4.06.0 A� FIoAI GEILI1J 1 oPA ,0 3 25 CGA. METAL.'S'1'1JO ' ei 24 ►4,/ `tea" CawlB. ATTACH Ti 'E.'k' SGREI4$ a 8' O.G. 'PA1.iEI.., EWaES 14 I2' 0.l,.. FIELD. R. I I eon II.t'UL.ATto1J 4/ 4 VAPOR. 14 E.R, Ex twits 41',4.•p:►IJc.l. OM; Fee-Au. laEa u1 p pRo T TGN Rr VEF1 r c coII . M l4J, 21440 GIIF.5 6 4 SVGS MO? RE1211rREP OvER 4v4 z D 2x4 156141 € 01) c al i7 'a PROVIDE FIRE sToPPIi.161 OTTOM OF Lome, Z • • Tor of PATE • &/ I M ETA.. SNP FOR LAS %.11 ATTAtA W/m 14lo SGR .WS T.45.S x.19 `STUDTO zr S" .10 . \- \-- ATTAcki TOP TRAC4 . TO MAt N Rl#0.hl EA. 4R Ciro TU.8 milt OF tIJTERSE6T1O0 W/ (l) TYP2 i cd coGg ,W 5/6' c'pwes EA. SIPS ATTACH 1i4/ T 'PL SCREWS v S "o. G ETPG-,�S le04. PANEL FiELP 3' /2"x25 CM■,. M"CL sTUP e24 "O.0 A T T A G N t?aOTTUM T GIG 1/ C 11 I /4 4 Vii-. DcZN . @ J � � Typical Interior Partition Wall Mechanical Curb 1.10TE.: =AK GURU A612E6' 7 TO - o44PE fRof IP'CA LI AAE CAULK CV . aLl. tJA!Lfo 2 p ask. C'WkL CA? TAPER 44.10 , PRoV icy LE-VE.L TOP 4>44 c/ rr -'F P ECK CAPR.PI h 5141 W/ 5'TRt.I�t N 4$ (a* * %MU Office /Warehouse Wall Seismic Bracing , HEAL- STLJp.F R $I1 RT. P?Q ATrACH14 /(2) 4, SGF ►IS • TIM e:4TEND 9311,IATO'Ra9F STWQQC1" Arr It.IStJI.ATIot J PL 4 1114 I' - I" W/a Va 4 HILT! Ie J1K- F3oLT MIt'4. 4 EMF ED ' ac. Max. VERTICALLY SPaGEt). SIJSPE ;PEP ixtotr n!AL. GEIL,.lI a b9:•►gt7 Vie' s- 25 6D.. MTL S1IJ7 & 24 . I•tV &/ '' we, EA. SIDS, ATTAal 14/ TYPE 5' SGRRWS e. et" o.G. ?AI4su spew r4 "0.e.. ?,aIJEL sec6e. t II 5411 ILISUL4.Ttp0 Typical T.S. to. Panel Connection Ir NoTE4 ALL PANEL II'tAE 'HALL att gECE..h ED II4" fs oM FA✓E k PILLED w f Erocr Fob. Wr,ArHa: 2 k <,Tc ;.710N! LIVE, 2F DANIEL 6AL.I -6 di IlIIIIIIIl' IIlIlI , IIIIvlII:IIIIIl Z llIIJIItI I I 4I - IIII IIIIIIIIIIIII IIIfIII 1 3 1 5l I (if i No.18 e PL I f 2 ' Sk 'e 6 HILTI OlzEaJAL EM PSEED e WAINlexor 6et4 eo.E 1. 2. 3, 4 ( Restroom . Wall 3 r1E-XAL. 'STOP FOR LATERAL SuPpov,1 A / ('#) We, Sozek.1% T.4 8. ExTEUO ST io Roof , b11? 4 / -3/4 0 PL.YWa©D e 14ATEt&, L1�AT L,,�..ATII R -l°4 3a►t1 iN5ULATIoN 4Q 4 20 6A. tiriL JO I$T S 100.6. ATII W/e 'Ca ScRGWS fig'" I .TeR. FtESiSTAN'Y 6W0; o E5TitOoM coupe OWL'r, AT1» 44 !4/ TYPE ews a O''O.G.PAIJEL ELYvEc ?AIJEI. Eoc2SS 3'/2")c25 6A• METAL STiJp 3 SoUIJO ITT II ULATIoiJ Restroom Elevation CODE:UNIFORM BUILDING CODE, 1988 EDITION. WIND LOADS: 80 MPH (EXP. "B ") METALS: • oce car_. Typical T.S. to Slab Connection Structural General Notes 4 VIt4 (L TO coMPLY W /U' c. SEc sioCb). i',Qltla``a A. ALL STRUCTURAL AND MISCELLANEOUS STEEL: ASTM A -36 (Fy 36,000 PSI) U.N,O. B. T.S. COLUMN: ASTII A500, tiRADE "B" (Fy 46,000 PSI). C. WELDING: PER AWS STANDARDS E70 XX ELECTRODE AND BY CERTIFIED WELDERS. `PROVIDE SPECIAL INSPECTION PER U.B.C. D. ALL STEEL TO HAVE SHOP PRIME COATED. 4. PARABOLTS: ALL DRILLED IN ANCHORS SHALL BE HILTI OR EQUAL IN CONFORMANCE WITH ICBO 2156. ALL BOLTS SHALL BE GALVANIZED. 5. SPECIAL NOTES: A. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS IN FIELD PRIOR TO ANY FABRICATION. . CONTRACTOR TO SUBMIT OR VERIFY All. CHANGES WITH ARCHITECT PRIOR TO CONSTRUCTION. Counter Elevation • Restroom Light Valance t • Printed MAY 301991 FERRARI DESIGN GROUP C fo 80 ,