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HomeMy WebLinkAboutPermit D96-0091 - BOEING #2-62City of Tukwila c- (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT. WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000160 -0019 Address: 8620 EAST MARGINAL WY S Suite No: Location: Category: NCOM Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: SEATTLE Wetlands: Permit No: Status: Issued: Expires: D96 -0091 ISSUED 12/19/1996 06/17/1997 Occupancy: UBC: 1994 Fire Protection: SPRINKLERS .0 South: .0 East: .0 West: .0 Sewer: SEATTLE Slopes: N Streams: Contractor Licence No: BAUGHC *376N0 OCCUPANT BOEING *2 -62 8620 EAST MARGINAL WY S, SEATTLE, WA 98124 OWNER BOEING CRISPIN D J, PO BOX 3707 - M/S 1F -09, SEATTLE WA 98124 CONTRACTOR. BAUGH CONSTRUCTION CO. Phone: 206 726 -8000 900 POPLAR PLACE S, SEATTLE, . WA 98114 CONTACT LARRY ALLEN Phone: 206 544 -1644 P.O. BOX 3707, M/S 19 -35, SEATTLE, WA 98124 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT 150 SQ FT ELECTRICAL SUPPLY BUILDING. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation:. $ 75,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant:_ N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,210.65 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ ka Date La: ig:Elk_ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: Print Name: Date - -- -.491- -/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 8620 EAST MARGINAL WY S • Suite: Tenant: Type: DEVPERM Parcel tt: 000160-0019 Permit No: D96-0091 Status: ISSUED Applied: 12/06/1996 Issued: 12/19/1996 ***********41*********k*k*************k***k*****01***k*****k*A*****Ak*Akkk*** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the ,Tukwila Building Division. 2. Plumbing permits shall be the Seattle-King County Department of Public Health. Plumbing will be inspected by that .agency dncluding all gas piping (296-4722). 3. ElectricalParmits shall be obtained through the Washington State Division of Labor and Industries and all 'electrical work will be inspected by that agency ,(248-6630). 4. All permits, inspection records, and approved plans shall he available at the job 'site prior to the start of any con-' struqion. These „documents are to be maintained and avail-, ablefluntif final,inspection,approval is granted. ' 5. All :construction to be done in conformance with approved plan-Sand requirements of the Uniform Building Code (1994 Edttibn) as ,amended,' Uniform 'Mechanical Code (1994 Edition), andWashinton State Energy Code (1994 Edition). 6. Notify the,Ci,ty,of Tukwila Building Division prior to placing anY concrete. Thi's,proCedure:is in addition to',any'' requirements for special inspection.: 7. Va;IWtYlof Perrnit. - The .issuance of a permit or approVal'Of1H plans, specificans, and,''cOmputtions.thall not be con strUed to he a permit rfor, or an approval of, any violation of any of the provisions of the building Code or of any _ other ordinance of the jurisdiction. . No permit presuming to give:,kithOHty to violate or cancel the provisions of this code shall be valid. , ' CITY OF rICWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 New Commercial / Addition / Multi - Family Permit Application Appllcatlon and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project,Name/Tenant: Qif1, 4 (.)/Ji /IL /L f- `r. c.�c /r-ic. 5 ---(Qa ) v.�l i.y b too, Value of Construction: 15. occ Site Address:, City State/Zip: b LC . /114.26 / /.raz brief y 5 511772 ` 1612'/ Tax Parcel Number. Coo /4-o -- or Zo Property Owner: DCC /vu- (i sl / / / /t,ilCi4ic�. fi/K/• /4/1, Will there be a change of use? ❑ yes ❑ no Phone: Jr� /b'yy Street Address: ,i 0. /C? 3707 /t/5 /J - 33 City State/Zip: 5 47rz` `l6/2 y Fax #: ! 55 517,13 Contact Person: Phone: Street Address: .5/liil2. City State/Zip: 'Fax #: i55 Svy3 Contractor: /3,ic6.# Phone: d35 2so/ Street Address: , co g fcNL,j0 z City State/Zip: 5 - l -rrcc- 14/4 coiy7 Fax #: Architect: Phone: Street Address: City State/Zip: Fax #: Engineer. Phone: Street Address: City State/Zip: Fax #: Description of work to be done: (0.175%iet; Cr /;cLer/ ,c - Sv, 4 /;'ey Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family • ❑ Warehouse ❑Hospital ❑ Church PI Manufacturing ❑ Motel/Hotel ❑ Office ❑ SchooUCollege /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ School/College/University ❑ Other family ❑ Warehouse ❑Hospital ❑ Office C c-c- -c /t: iGs c Ili cf'z_ : (initials) Will there be a change of use? ❑ yes ❑ no I If yes, extent of change: Existing fire protection features: in sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing /5c new Area of Construction: /5c' Will there be storage of flammable /combustible hazardous material in the budding? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes 17t no quantities & Material Safety Data Sheets APPLICANT::REGUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the. Public Works Department) . ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s)* ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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 accepted: I _ r Dale application expires: J q� Application tak : (initials) NCPERMIT.DOC 7/9/96 ALL NEW COMMERCIAL/ADDITION/ TI- FAMILY PERMIT APPLICATIONS M BE SUBMITTED WITH THE FOLLOWING. > ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description /,®. ❑ Certificate of water/fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. 0 ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. 171- ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which Include : ❑ j� Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dumpster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. S. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ © Vicinity Map showing location of site ❑ Building Elevations (include dimensions of all building facades and major architectural elements) ❑ ,P Mechanical Drawings ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ,® Architectural drawings ❑ Specifications (if separate document) ❑ ❑ Structural Calculations to ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis • ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form 11-5) ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form 11-4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent 11 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 thls permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN AR AUTHORIZED AGENT: : Signature: - ,l, ': (77:9 /rZei',' -:-' Date: 12 b_ m Print name: c YiV / r,.► K,-.2./.14/ ✓ • Phone: X55 � Fax #: 4,-,-.55 50 5,3 Address: i)i) n 3 70 7 in 15 lei-35 City /State /Zip: 5�`,1 ,;„, 1,i;4 Yer/ Zy NCPERMIT.DOC 7/5/96 1*************•******• h****. A********* is********* *** * ************t*** CITY OF TUKWILA, .WA OI) TRANSMiT ** * * * ** * * * * * * * * * * * * ** OW^ ** ** * ** *** *** **• *•A *�l * **i * **** ** *** TRANSMIT Number: R9600518 Amount: 1.210.65 12/06/96 14 :05 Payment Method: CHECK Notation: BOEING TRUST ACC Init: SLB Permit No: D96 -0091 Type: DEVPERM DEVELOPMENT PERMIT Parcel . No: 000160 -0019 Site Address: 8620 EAST MARGINAL WY S Total Fees: 1.210.65 This Payment 1,210.65 Total ALL Pmts: 1,210.65 Balance: .00 ********•*****• k****************** *** * * * * ***•k * * * * *•A * * *•k * * * *•A* *A * ** .Account .Code 000/322.100 000/345.830 000/386.904 Description BUILDING - NONRES PLAN CHECK - NONRES . STATE BUILDING SURCHARGE Amount 731.00 475.15 4.50 o21Q9 CO noflQYC ick 17.03\-- Pcc unt- haio.(o5> s453 12(09:9619 TOTAL 040 MAYES May 20, 1997 City of Tukwila Building Division 6200 Southcenter Boulevard Tukwila, WA 98188 Attn: Mr. Dave Larsen TESTING ENGINEERS, INC. Re: Boeing 2 -62 Electrical Shelter /Permit # D96- 0091. Gentlemen, This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Reinforced Concrete We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P.E. General Manager MSD:Imm 38996.clo RECEIVED MAY 2 2 1997 COMMUNITY DEVELOPMENT 917 -134th St, S.W., Suite A -1 • Everett, WA 98204 • (206) 742 -9360 • FAX (206) 745 -1737 10029 So. Tacoma Wy, Suite E -2 • Tacoma, WA 98499 • (206) 584 -3720 • FAX (206) 584 -3707 ...,a A.y'aiv.g7PM.. T ,�3 yam,. City of Tukwila John W. Rants, Mayor Fire Department TUKWILA FIRS DSPART)Pr FINAL APPROVAL FORM Project Name BO C.114 r -(o2. Thomas P. Keefe, Fire Chief Permit No. t)°i c— Address 2 t02.S) 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: —"111— 11 1h.►. -4 Authorized Signature s 1 ■ FINALAPP.FRM 1b Date. T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188. • Phone (206) 5754404 • Fax (206) 5754439 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit rirli_ (206) 431 -3670 p ) AEI 2 _ 6 2 Type of inspec ' "FINAL Necr ( A 0 W L 1004 s Date called: t pecial instructions: . 940) l r Date wanted: 20 , 97 p.m. Requester: A, ki--G' j Phone No.: ‘Gj`:� _ ( O Q(p Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector( $42.f 0 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 1 ti j 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 ct: G( T,v of inspection: d e s6 0„:5 _,_ r { s Date called: ( r d 4 97 .., Special instructions: eau fir it / wn Date wanted: Reque Ph eNok Approved per applicable codes. COMMENTS: Corrections required prior to approval. >✓, b,;.t s&drCcA Z-A-s\' J • 720Zr-t alt..- 1911 WOa' r Inspector:( G( Date: r +i 3 Jc 7 $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: IF5 City of Tukwila Fire Department Fire Department Review Control #D96 -0091 (510) John W. Rants, Mayor Thomas P. Keefe, Fire Chief December 12, 1996 Re: Boeing Company Building #2 -62 - 8123 East Marginal Way South 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, 108:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers s}-hall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 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 Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 + r3S3% k`. S,". tS. eqT :C'a+wvs:.t:v..•w.�.v..___.... .._. __� .......w City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 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 120 ?.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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575.4439 • City of Tukwila John W. Rants, Mayor Fire Department Page number 3 Thomas P. Keefe, Fire Chief the Building Code requirements for accessibility. (UFC 1204.1) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1003.5) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) 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) 4. H.V.A.C. units rated at greater than 2,000 cfm require auto- shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 , �-, K� ~— City of Tukwila John W. Rants, Mayor Fire �ow�� Depavtvxwwvwt Page number 4 Thomas P. hefe, Fire Chief 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 901.4.4) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file nod 444 Andover Park East • Tukwila, WashingtOn 98188 • . (206) 5754404 • Fax (206) 5754439 rry• •■••• ,,,, nry+t•i..4.144,4•••••••.,..wes ..••••••■•re,r.■,.. ,.,w, .•••• s.u.. ■■ • DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A .ii tist ennrr '.Cgt.IFRAL...• • T. .',-,' n NT it 1 -.-**.•.,':::'. 1 ..:'710.1;;' . ' , . ...-• .....• ... •... i . .. 1 ' -1/A1101.HC11.374NO - EF.FECT I VE .. DATi...: 03/,`31/5•7- 05,201t,:3- , 5 140011 COTRJCTION C13 PO 130X 14135 SEATTLE . WA 98114-0 :35 • • • • J. ce.,44 -Mal -M' ;6 .e.opy -f -Ma or rus, car-bi calo azt:ge.-4:4u M4196 STATE OF WASHINGTON •••••••4•••••••••••?*,_ RECEIVED CITY OF TUKWILA DEC 06 1996 PERMIT CENTER a N 2 PP NC: 7 32 0 LJ 2 -44 2 -51 12 -64 1 2 -40 2 -65 i 1 2 -63 - PROJECT I AREA Q-1 2 -45 2 -55 2- 2-62 Z-69 •P f- 12 -68�� 2-61 -1100 If I 71 1 I 2 -84 2 -117 2 -116' '-'n / 2 -109❑ VICINITY MAP E. MARGINAL WAY S. BUILDING CODE NOTES CONSTRUCTION OCCUPANCY SEISMIC ZONE TYPE V, N B -2, OFFICE AND LIGHT MANUFACTURING 3 PROJECT AREA: APPROXIMATELY 500 SF OUTSIDE IMPROVEMENTS TO THE WEST OF BUILDING 2.62 TO INCLUDE REMOVAL AND DEMOLITION OF EXISTING CANOPI AND ELECTRICAL SHED. MT PLACE , NT: AREA 158 SF (NON- COMBUSTIBLE CONSTRUCTION) GATE B -18 SITE ACCESS GENERAL STRUCTURAL NOTES BOEING BLDG 2 -62, #96260.01 THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE. CODE UNIFORM BUILDING CODE, 1994 EDITION (U.B.C). AMERICAN CONCRETE INSTITUTE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318 -89 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. "MANUAL OF STEEL CONSTRUCTION", NINTH EDITION. STRUCTURAL WELDING CODE - STEEL ANSI /AWS D1.1 -94. STRUCTURAL WELDING CODE - SHEET STEEL ANSI -AWS D1.3 -89. LOADS WIND EXPB, 80 MPH ROJF LL 25 PSF SEISMIC ZONE III GENERAL SPECIAL INSPECTIONS IN ACCORDANCE WITH U.B.0 SECTION 1701. LOCATION AND SIZE OF ANCHOR BOLTS FOR EQUIPMENT AS SPECIFIED ON VENDOR'S DRAWINGS. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. EXISTING CONDITIONS VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING WORK. REPORT ALL DISCREPANCIES FROM THE DRAWINGS. FOUNDATIONS SPREAD FOOTINGS DESIGN SOIL BEARING PRESSURE 1000 P.S.F. BASE FOOTINGS 1' -6" MINIMUM BELOW FINISHED GRADE. ALL FOOTINGS MUST REST ON UNDISTURBED EARTH. CONCRETE REINFORCEMENT GENERAL DEFORMED BARS: ASTM A615, GRADE 60 MIN LAP 40 BAR DIA CONCRETE COVER OVER REINFORCEMENT ONE BAR DIAMETER MINIMUM AND AS FOLLOWS (INCHES): FOOTINGS 3 FORMED SURFACES EXPOSED TO WEATHER ON GROUND 2 SLABS ON GRADE, TOP 1 BOTTOM 1 -1/2 CONCRETE MINIMUM ULTIMATE 28 -DAY COMPRESSIVE STRENGTH (Pc) SHALL BE 3600 PSI, APPROVED WATER REDUCING AND AIR ENTRAINING ADMIXTURES SHALL BE USED IN ALL CONCRETE. STRUCTURAL STEEL MATERIAL STEEL: ASTM A36, MINIMUM, Fy= 36KS1. STEEL PIPE: ASTM A501 OR ASTM A53 TYPE E OR S, GRADE B, Fy =36 KS /. BOLTS: ASTM A307, MINIMUM 5/8" DIAMETER UNLESS NOTED OTHERWISE. FABRICATION FABRICATE AND ERECT IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS ", JUNE 1, 1989. ALL WELDING BY W.A.B.O CERTIFIED WELDERS. MINIMUM WELD 3/16 "X2" LONG FILLET. HOT DIP GALVANIZE AFTER FABRICATION ALL ITEMS INDICATED GALVANIZED OR PERMANENTLY EXPOSED TO WEATHER. WELDING SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ANSI /AWS D1.1. STEEL DECK MATERIAL, FABRICATION AND ERECTION SHALL BE IN CONFORMANCE WITH THE LATEST STANDARD SPECIFICATIONS OF THE STEEL DECK INSTITUTE AND THE AISC. STEEL STUD FRAMING ALL EXTERIOR WALL STUDS, TRACK AND FURRING SHALL BE GALVANIZED. ALL STUDS & TRACK ARE 33,000 PSI STEEL. STUDS & TRACK ARE TO BE ANGELES METAL SYSTEMS OR EQUIVALENT. STUDS SHALL BE FITTED INTO TOP AND BOTTOM TRACK FOR FULL BEARING AND WELDED INTO PLACE. FRAMING AND ACCESSORIES ACCORDING TO MANUFACTURER'S PRINTED SPECIFICATIONS. EXTERIOR WALL STUDS SHALL BE A MINIMUM 18 GAGE ON 16- INCH CENTERS. SEE DETAILS FOR SPECIAL REQUIREMENTS. WELDING PROCEDURE SHALL BE IN CONFORMANCE WITH ANSI /AWS D1.3. ROUGH CARPENTRY PLYWOOD APA C -0 PLUGGED EXPOSURE 1, 23/32" THICKNESS, FIRE - RETARDANT - TREATED PANELS. SCREW TO METAL STUDS IN ACCORDANCE WITH PLANS AND DETAILS. S11UP DRAWINGS ALL SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION TO THE ENGINEER. FABRICATION SHALL NOT PROCEED UNTIL ALL CONCERNED PARTIES HAVE COMPLETED THEIR REVIEW OF THE FOLLOWING SHOP DRAWINGS: CONCRETE REINFORCEMENT STRUCTURAL STEEL STEEL DECK SPECIAL INSPECTIONS PROVIDE SPECIAL INSPECTION IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 1701 FOR THE FOLLOWING: , CONCRETE REINFORCING STEEL STRUCTURAL STEEL STEEL DECK INSTALLATION STEEL STUD FRAMING INSPECTION IS REQUIRED TO VERIFY THE PROPER INSTALLATION OF STRUCTURAL PLYWOOD IN WALL DIAPHRAGMS. Iundersta Plan Check approvals ;pi _U"lectToedrrors n}do issionssndaPPr;;,al;. m `'` of anv not au,honz., sh violation o n.{2ns does ,. ,ce. .;oad. pions code or prover ' „actor's copy oPpro'ded pla ns zekno':rale., k By Cate ���� Permit Nu. SEPARATE PERMIT REQUIRED FOR: *MECHANICAL �Rl ELECTF CAL ;U. ,d1LA GiNG DiV131014 LEGAL DESCRIPTION APN: 000-160 -0020, A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT # 1 OF KING COUNTY, WASHINGTON & E. MARGINAL WAY, IN SECTIONS 28, 29, 32 & 33, TOWNSHIP 24 N, RANGE 4 EAST, W.M., DESCRIBED IN: KROLL BOOK PAGE 79. TRACT CONTAINS A 4 AREA OF APPROX 2,897,955 SQ FEET. SITE ADDRE" S: 7755 EAST MARGINAL WAY SOUTH DRAWING INDEX SHEET NO ARCHITECTURAL 2.62-1A1OPH1R 2.62-1A1 0P-11 2.62- 1A10P -12R 2.62- 1A10P -12 2.62 -A60 2.62 -A501 TITLE REVISION PHASE I REMOVAL PROPOSED BUILDING ADDITION A PHASE 11 REMOVAL A. FENCE EXTENSION AND NEW GUARDRAILS A ELEVATIONS A SECTIONS AND DETAILS A STRUC:I.' AL 2.62-1S60 SLAB PLAN - MECH4N A.L 2.62 -1M10 HVAC PLAN C 2.62- -1M260 FIRE PROTECTION PLAN B ELECTRIC /''!. RECEIVED CITY OF TUKG "�7LA - EEC C E Seer3 PERMIT CEUTEq 2.62 -E2 480Y/277 VOLT POWER MAIN FEEDERS, BUSWAYS AND PANELS 2.02 -E3 208Y/120 VOLT POWER MAIN FEEDERS, BUSWAYS AND PANELS 2.62 -E4 2.62 -E8 2.62 -1E10 2.62-1E11 2.62-1E12 2.62 -1E60 2.62 -1 E61 2.62 -1E62 2.62 -1E110 2.62-1E111 2.62 -1E112 102-062-2001-El 36R 2.62 -E501 2.62 -6504 2.62 -E505 PRIMARY POWER DISTRIBUTION A ONE -LINE DIAGRAM OUTDOOR LIGHTING LIGHTING PLAN B LIGHTING PLAN LIGHTING PLAN 208Y/120 VOLT POWER A 208Y/120 VOLT POWER 208Y/120 VOLT POWER 480Y/277 VOLT POWER 480Y/277 VOLT POWER 480Y/277 VOLT POWER SWITCH HOUSE DETAILS H PAINT BOOTH CONTROL DIAGRAM SECTIONS AND DETAILS PARTIAL PLAN AND SCHEDULE A A A SYM ¢ REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 0 ❑KENT, WA. 98031 /0��0% 0�� ❑PORTLAND, OR. 97220 FACILITIES DEPARTMENT ❑ SEATTLE, WA. 98055 ❑ SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN BTO A E5/91 SUBTITLE COVER SHEET 2.62 LAST REVISION SIM [ATE REPLACE ELECTRICAL SHELTER 2-62 J #967'21 M &NMG tt %t 3/ 96 CHAD SHEET Al OF A REMOVAL OF BREEZEWAY FROM CONTRACT M &NMG 12/2/96 APPROVED BY SEPT. D..TE ERF DERSPIEL 9/11/91 TITLE ARCHITECTURAL MASTER rWI /_ _ />/ft/° i a CHECKED i_ JOB. N0. 210013 -00 DWG. NO. AUTOCAD APPROVED ----- 1 ---1771-s-V FT] REVISION REVISION BY APPROVED DATE L_ 1 1 PLAN-VIEW SCALE: 1 /Er =1'-0" ii-- If I t rAm LliJI ELECTRICAL ZAIa. 9 7/) EXISTING SHELTER ELECTRICAL p P1 74-1-11 11 II II 1 11 1....._....._.......„_LL 1_ E ELECTRICAL SHELTER 2-62 J 461117EZAW FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. C 1-1 SCFEUSV EEC 0 6 MS PERMIT CIMiTg9 REMOVAL NOTES: [27.>- REMOVE EXISTING CANOPY & STRUCTURAL SUPPORTS REMOVE PORTION OF EXISTING CHAIN LINK FENCE TO BE REBUILT AFTER CONSTRUCTION OF NEW ELECTRICAL SHELTER RELOCATE EXISTING HAZARDOUS MATERIAL CONTAINER BY OWNER '03 PHASE I REMOVAL 2-62 ARCHITECTURAL MASTER COL A-J,1-11 HAHLUM 2505 Third Avenue Suite 219 &NORDPORS SeatLle.WA 98121 M K'M GORDON eY 220066 444411 404151 0478F DATE LAST REVISION 1A1OP JOB NO. OF COMP NO. DWG NO. 2.62-1A1OPH1R 4 pq 61), 1 r--, ,--1 \J, s ei 4 y 1 PLAN—VIEW SCALE: 1/8" =1'-0" GENERAL NOTES: REMOVE EXISTING ELECTRICAL SHELT AFTER THE NEW ELECTRICAL SHELTE CONSTRUCTION NOTE 3/4- FIRE TREATED PLYWOOD S RIDGELINE METAL DOOR AND FRAME 3' — W/ STEEL DOOR GRILLE BY TITU 18" X 18" SWING TO THE INSID: EDGE OF BREEZEWAY 2 1 2" ,6 PIPE COLUMN (TYP. & EQUIPMENT S BUILT HING (TYP.) X 7' — 0" MODEL T-700 OF HELTER [:=44.- LOCATION OF WA MOUNTED EX UST FAN SEE MECH SHEET# 1M10 TYPICAL WALL CONST'UCTION: CORRUGATED METAL SIDING OVER 6" ETAL STUDS @ 16" 0/C & 3/4" FIRE TREATED P OOD INTERIOR SHEATHING ROOF CONSTRUCTION METAL ROOF DECK REVISION NOTES (BREEZEWAY) NOT INCLUDED IN 16NTRACT (BREEZEWAY) NOT INCLUDED IN TNT9CT REVISION REPLACE ELECTRICAL SHELTER 2-62 J#961121 REMOVAL OF BREEZEWAY FROM CONTRACT BY M&NMG M&NMG APPROVED 103/96 12/2/96 DATE SYM REVISION BY MTROVED DATE Aing74E7Ae FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN BY M&NMG CHECKED ENGR. CHECKED APPROVED APPROVED DATE 1 96 SUBTITLE 11 1 0109 OF EEC 0 6 PERMIT CENTER PROPOSED BUILDING ADDITION TITLE 2-62 ARCHITECTURAL MASTER COL A—J,1-11 NAHLU M 2505 Third venue SAID 219 9 NORDFORS SeatMe.W.1 98121 11,KINLEY 206 441 41 1 GORDON 206 441 04.8 F LAST REVISION SHEET 1 A 1 H 1 'F JOB NO. COmP NO. DWG 90. 2 ,2-1A1OPH1 srmBot. • DATE REVISION REPLAtE ELECTRICAL SHELTER 2-62 0961121 A RENVVAL OF BREEZEWAY FROM CONTRACT BY M&NMG M&NMG DATE 11/13/96 12/2/96 1 () Th I 1 rELECTRICAL VAUL1 9 . x-x- • ) LO EXISTING „ ELECTRICAL SHELTER 1:4 GENERAL NOTES: REMOVE EXISTING ELECTRICAL SHELTER & EQUIPMENT AFTER THE NEW ELECTRICAL SHELTER IS BUILT REMOVAL NOTES: REMOVE AND SALVAGE EXISTING BUMPERRAILS FOR REUSE AREA OF WORK REVISION NOTES DOOR SWINGS INTO SHELTER (BREEZEWAY) NOT INCLUDED IN CONTRACT J] PLAN-VIEW SCALE: 1/8" =1'-0" DEC 0 6 1323 PERMIT CENTER elfr MAHLUM 2505 Third Avenue Suite 219 &NORDPORS Seattle.WA 98121 M c K lNLE Y 200644, 64 6 441 412581 GORDON 206441 REVISION NT APPROVED DATE aterLitEZAW FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE Trak FrIECTEl< CHECKED APPROVED APPROVED E 11AT.11.96 SUBTITLE PHASE H REMOVAL SYMBOL LAST REVISION DATE TiTLE 2-62 ARCHITECTURAL MASTER COL A-J,1 -- 11 SHEET 1A1OP 2 JOB NO. OF COMP NO. DWG NO. 2.62-1A1OPH2R P96 mm 0 iSh S 1 1,1 1 1 PLAN—VIEW SCALE: 1/8" =1'-0" ELECTIKAL VAUL 1 Y X-Y 9 NEW ELECT SHELTEP rti KI 6 P1 11 11 11 11 . ....1.1...„....______IL 9- OD) L-0 crryROMA EEC 13 81EN PERM ablIfP CONSTRUCTION NOTES: NEW CHAIN LINK FENCE EXTENSION AND GATE 4'-O" X T-6" NEW BUMPER RAILS CONTINUE TO MATCH EXISTING 4" ID STEEL PIPE 8'-0" 0.C. CONCRETE INFILL 13" HIGH AND 3'-0" IMBEDMENT REVISION NOTES BUMPER RAIL POSITION CORRESPONDS TO BASE EDGE OF SHELTER (BREEZEWAY) NOT INCLUDED IN CONTRACT DOOR SWINGS INTO SHELTER DETAIL REFERENCES: F,?‘) t 1% \)- • NEW 19 ELECTRICAL 4- I S efr M A H L U M 2505 Third Avenue Suite 219 & NORDPORS Seattle.WA 98121 M GORDON c K INL Y 22°066 44 4151 441 0478 REVISON REPLA ELECTRICAL SHELTER 2-62 J#961121 REMOV& OF BREEZEWAY FROM CONTRACT BY M&NMG M&NMG APPROVED DATE 11/13/9E 12/2/96 SYM REVISION APPROVED DATE ASO ZW4FAIOW FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION 15 APPROVED APPROVED BY DEPT. DATE TINMG CHECKED -MGR CHECKED APPROVED APPROVED riT.E11.96 SUBTITLE FENCE EXTENSION & NEW GUARDRAILS SYMBOL LAST REVISION DA. TITLE 2-62 ARCHITECTURAL MASTER COL A-J, 1 -1 1 SHEET Al OP 2 OF COMP NO. DWG NO. 2.62-1A1OPH2 2 -62 GUTTER (3) 2 1/2" CONDUITS SUPPORTED BY UNISTRUTS SEE ELECTRICAL CORRUGATED METAL ROOFING CORRUGATED METAL SIDING (TYP.) CHAIN LINK FENCE NEW BUMPER RAIL MATCH EXISTING 4" ID STEEL PIPE CONCRETE INF'LL 13" HIGH 3' IMBEDDED TYP. 10' O.C. NORTH ELEVATION SCALE: 1/4" = 1' -0" PROVIDE VENTILATOR WALL MOUNTED BREEZEWAY TYPE P FAN SEE MECH SHEET # 1M10 CORRUGATED METAL SIDING (TYP.) CHAIN LINK FENCE Co CENTER OF VENT WEST ELEVATION SCALE: 1/4" = 1' -0" GUTTER CORRUGATED METAL SIDING (TYP.) CHAIN LINK FENCE METAL ROOF DECK it SOUTH ELEVATION SCALE: 1/4" = 1' -0" CONDUITS SUPPORTED BY STEEL CHANNEL SEE ELECTRICAL WALL MOUNT LIGHT FIXTURE SEE ELEC CENTER ON GABLE CORRUGATED METAL SIDING (TYP.) BUILDING 2 -62 CONDUITS SUPPORTED BY STEEL CHANNEL SEE ELECTRICAL DOWNSPOUT 2 1/2" 0 PIPE COLUMN (TYP.) 12 "X12" WIREWAY PENETRATION ABOVE DOOR TO BE SUPPORTED BY STEEL CHANNEL INK 'CE G X 7' - 6" UMPER RAIL MATCH EXISTING TEEL PIPE CONCRETE INFILL GH 3' IMBEDDED TYP. 8' 0.C. CHAIN INK FENCE J STEEL DOOR 6 "LLE MODEL T -700 BY TITUS 18" 18" EAST ELEVATION SCALE: 1/4" = 1' -0" M A N L U M 2505 Third Avenue Sulce 219 &NORDFORS Sea[LIe.WA 98121 I N L E 206 441 40 151 CORDON 2064410478E SYM REASON REPLACE ELECTRICAL SHELTER 2 -62 J#961121 A REMOVAL OF BREEZEWAY FROM CONTRACT BY M &NMG M &NMG APPROVED DATE SYM REVISION BY APPROVED DATE 11/13/96 12/2/96 B ®E ®A/G FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN BY M &NMG CHECKED DATE 11.11.96 SUBTITLE ELEVATIONS UST R ION OF TUIE CITY ROF TUKWI6A DEC 0 6 123 PEF*%T cEVAT2 SYMBOL DATE APPROVED BY DEPT. DATE CHECKED APPROVED APPROVED TITLE ARCH MASTER 2.62 BUILDING COL PLANT 2 SHEET 6 OF JOB N0. COMP N0. DWG N0. 2.62 -A60 9 A5 DOOR HEAD SCALE: 3" = 1' -0" 8 GA DEEP LEG TRACK 12 10 DOOR JAMB A50 ROOF DECK UERCA HSB -36 1 1/2 X 20' GALVANIZED 18 GA FABRICATED CANT TRACK TOP CORRUGATED METAL SIDING I STUDS ANGELAS METAL SYSTEMS 18 HDS 6006 OR EQUIVALENT @ 16" O.C. ELEVATION BLOCKING (GIRTS) 6" O.C. @ PLYWOOD PAIRED EDGES 12" O.C. @ INTERMEDIATE 3/4" FIRE - TREATED PLYWOOD INTERMEDIATE -0 @ 24" O.C. 18 GA DEEP LEG TRACK SCALE: 3" = i' -0" (1) #4 BAR HORIZ. N �CONFIRM AND VERIFY PAD ELEVATIGN TO EXISTING GRADE #3 @12 "E.W. EXISTIN CONCRI E SLAB 6 c_ (2) #5 BARS TOP CV / NEW CONCRETE FOUNDATION (2) #5 BARS BOTTOM 16" BASE TYPICAL WALL SECTION SCALE: 1 1/2" = 1' -0" FIRM BEARING SOIL ROOF DECK 1 1/2" 12 5 TOP 112` O.C. ACCESS BOLE FOR BOLTING EACH SE E OF POST e ® 6" O.C. a;- L.- BOLTS ABOVE `—± 1.2" 0.C. OUTLINE OF BEAM ABOVE RIDGE POST PLAN SCALE: 3" = 1' -0 TYP. STUD 18 GA @16"O.C. DEEP LEG TRACK 18 GA CORRUGATED METAL SIDING BEYOND FRAMING (3/4" FIRE- TREATED PLYWOOD NAILED TO SURFACE OF FRAMING) ELEVATION BLOCKING (GIRTS) zzz- 6" O.C. 0 PLYWOOD PAIRED EDGES 12" O.C. @ INTERMEDIATE ATTACH W/ SELF - DRILLING WOOD -TO -METAL 10 - 24 X 1 7/16 PWH #3 WINGS INTERMEDIATE CO 24" O.C. 6" CONCRETE CURB #3 @ 12" E.W. 6 MILL POLYETHYLENE VAPOR BARRIER OVER WASH GRAVEL P1boo1I BASE TYPICAL GABLE WALL FRAMING SCALE: 1 1/2" = 1' -0" W4X13 ROOF DECK 1 1 /2r e BENT PL 1/8 X FULL LENGTH OF W4X13 W4X13 TYPICAL SECTION AT RIDGE SCALE: 3" = 1' -0" TOP 5/8" 0 BOLTS 1 1/2" WASHER ON BOTTOM ROOF DECK 1 1/2" INTERMEDIATE 111-- 1E1 DRILLED -IN CONCRETE ANCHOR 1/4" X 1" METAL HIT ANCHOR @ 24" 0.C. BASE RIDGE BEAM SUPPORT 6 MILL POLYETHYLENE VAPOR BARRIER OVER WASH GRAVEL SCALE: 1 1/2" = 1' -0" @ 6" ROOF -Too** 1 1/2" BENT PL 1/8 X FULL LENGTH OF W4X13 W4X13 SECTION @ BREEZEWAY BEAM A50 SCALE: 3" = 1' -o" e 6.1 A50 SY REVISION BY APPROVED DATE SY REVISIO APPROVED DATE REPLAC ELECTRICAL SHELTER 2 -62 4961121 M &NMG 11/13/96 A REMOVL OF BREEZEWAY FROM CONTRACT M &NMG 12/2/96 ® ®L® /®f/ FACILITIES DEPARTMENT ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE A500 i kr 0.1.34* �• 4" ROOF DECK 1 1/2" BENT PL 1/8 FULL LENGTH OF 4X13 W4X13 5/8" 0 BOLT STUDS BACK -TO -BACK STITCH W/ SCREWS 2 @ 12" O.C. 2 04 @ 4" 2 0 @ 4" ELEVATION @ BREEZEWAY BEAM SCALE: 3" = 1' -0" I t NE BENT PL 1/8 X FUL LENGTH OF W4X13 W4X13 PL 3 :' X 4" X 8" 4 5/8 0 BOLTS IPE 2 1/2 STD • 1/2" NON- SHRINK GROUT 4 - 5/8" 0X0'- 10" ANCHOR BOLTS PIPE COLUMN ELEVATION SCALE: 3" = 1' -0" DRAWN BY M &NMG DATE 11.11.96 CHECKED ENGR. CHECKED APPROVED FTG FASTENER SCHEDULE DESIGNATIONS ARE HILT! FASTENING SYSTEMS. EQUIVALENT FASTENERS ARE ACCEPTABLE IF APPROVED BY THE ARCHITECT. SELF- DRILLING SEALING SCREWS 12 - 14 X 1 HWH #2 FLO -SEAL (USE TO FASTEN ROOF DECK AND METAL WALL PANELS TO SUPPORTS) O SELF- DRILLING 12 -14X1 HWH #2 (USE TO ATTACH 18 GA CANT TRACK TO EACH STUD) 03 SELF- DRILLING 10 - 16 X 1/2 HWH #2 (USE FOR ALL OTHER METAL -TO -METAL CONNECTIONS) O DRILLED -IN CONCRETE ANCHOR 1/4" X 1" METAL HIT ANCHOR (USE TO ATTACH BOTTOM STUD TRACK TO FOUNDATION) O SELF - DRILLING WOOD -TO -METAL 10 - 24 X 1 7/16 PWH #3 WINGS (USE TO ATTACH 3 1/4" PLYWOOD TO METAL STUDS, BLOCKING, TOP & BOTTOM TRACK) A500 BENT PL 1/8 X FULL LENGTH OF W4X13 BEYOND: STUD W/ CANT TRACK PER DETAIL .t.1 5/8" BOLT W/ 1 WASHER ON BOTTOM eft 6.2 A50 6.3 A50 ROOF DECK 1 1/2' li till SECTION @ BREEZEWAY SCALE: 3" = 1' -0" „„0, FR , wir- c,- pi- ow PL 3/8" ' X 8" 4 : 0 BOLTS E 2 1/2 STD UPeL�0 \CO PIPE COLUMN PLAN ,a SCALE: 3" = 1' -0" SU,- DOC Ole \S :C' BENT PL 1/8 X LENGTH OF 13 TT ADO jI W4X PL 3/8" X 4" X 8" 4 - 5/8 0 BOLTS PIPE 2 1/2 STD PIPE COLUMN SECTION SCALE: 3" = M A H L M M 2505 Third Avenue Sui[e 219 & N O R D F O R S Beards. WA 98121 M a RINLEY 140151 G O R DON 206 206 44441 0478 F ECEIVED CITY R OF TUKW!f.A DEC 0 0 1C2F, .J PERMIT CELT SUBTITLE SECTIONS AND DETAILS SYMBOL LAST REVISION DAT TITLE 2.62 BUILDING SHEET A501 JOB N0. 96151.00 OF COMP N0. 3� P9t). PLAN VIEW SCALE: 1 /g= 1' -0" SYM REVISION ' BY APPROVED DATE SYM REVISION BY APPROVED l 1 H- I I--IIi JJ I 1 R LACE ELECTRICAL SHELTER 2 -62 J #961121 M /CI 11/13/96 I 4 . s� i g ! j tl 1 ! R OVAL OF BREEZEWAY FROM CONTRACT M &NMG 12/2/96 ELECTRICAL VAUL `�_� II 9 (, O 1 11. 11 ■I 1 �� 11 �rstt� J i 1 NEW 1 1 ELECTRICAL 1 I SHELTER. 1 L___ 1 • I E E � 0 S r' i� lam. tel CI le �, OVA r -,c /1 C �3 W1QX33 W1QX �'. N QX33 QX33 W1QX33 WiQX33 W1QX33 W1QX33 W1QX33 ' I II l illl r ri II II I ?1 ll II II 11 11 U II it rt �t 1 t I :I r 1 1 1 X �r 1 9 it j a''.IiI it 11 II'I I IIUII 11 . • L__; I: X -�-: F-i 1 3 �� C [-: •_ .1, h ii ir-fr-' J I I1 Id IJL WAA L- -:_ 1 v. I P9t). PLAN VIEW SCALE: 1 /g= 1' -0" SYM REVISION ' BY APPROVED DATE SYM REVISION BY APPROVED DATE R LACE ELECTRICAL SHELTER 2 -62 J #961121 M /CI 11/13/96 A R OVAL OF BREEZEWAY FROM CONTRACT M &NMG 12/2/96 /0Di /8/071S FACILITIES DEPARTMENT ❑ AUBURN, WA. 98002 ❑ EVERETT, WA. 98201 ❑ KENT, WA. 98031 ❑ PORTLAND, OR. 97220 ❑ RENTON, WA. 98055 • SEATTLE, WA. 98124 ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY 5EPT. D,TE DRAWN BY N. HUTTO CHECKED 112/20/89 SUBTITLE XISTING LECTRICAL HELTER CONSTRUCTION NOTES: CITY R OF CEIVED TUKWILA L>E0am:. i 0 MAST C€dnER REVISION NOTES (BREEZEWAY) NOT INCLUDED IN CONTRACT L00 '6 °J6 000000 ®15000 0000 10 60 00 NIOIM!III III I09.7W ,S/ MI■■.■■■■ II�1 KEY PLAN SCALE: NONE M A H L U M 2505 Third Avenue Suite 219 &NORDFORS Sea[[le.WA 98121 M c K 1 N L E Y 206 441 4 1 5 1 GORDON 206 441 0478 F SLAB PLAN LAST REVISION SIM DATE ENGINLEIILU BY CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER RI nr. T R9_1 rnl 0— .1/1 -11 SHEET 1S60 OF JOB N0. 009001 E4 129 DWG. N0. PIT T 7.67 -1560