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17727 59TH AVE NE_BLD20120138_2026
BUILDING INSPECTION REPORT Gt!Y �^ Permit No. Address: Contractor: 7�t1N G"� Owner: Date: APPROVAL Co PARTIAL APPROVAL ® VIOLATION Ep CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: 6 12 - ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in *final ® Masonry ® Drainage ® Insulation Ell Other: O �rA L� s �J BUILDING INSPECTION REPORT Y o f Permit No. I2- ()159 Let/2 Address: 1 7 7 2-7 ST'' tqlre- tING� Contractor: 0-,n1 S (As a LLG Owner: A A rY)P Ra s Date: L�- 2_1 - I Z APPROVAL ffPARTIAL APPROVAL ® VIOLATION Ip CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Sc o}k f7a� - '425- 3 30- lQC Inspector: G Date:/ /,_ �z. ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation 19 Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in final ® Masonry ® Drainage ® Insulation 0 Other: W BUILDING INSPECTION REPORT Gl�Y �4 Permit No. Address: Mal ' 1� �:✓ 9 �1N G�� Contractor: C,MS Owner: ATS — fYY-l�AgfbY\ i4d��nctd rYtivruf Date: �,0�-- � — la— APPROVAL ® PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before CA 4,7, ^ , Inspector: Date: lo 1 ® Under-floor )<raming ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove o Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: (1b BUILDING INSPECTION REPORT G�TY OA Permit No._!o'I — C)(3g Address: l 77d-7 /a- 7� oz CmS Contractor: SIN G� Owner: A TS Date: qL�]_ APPROVAL Co PARTIAL APPROVAL ® VIOLATION EP CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before i Inspector: Date: 1 1- ® Under-floor ,Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: Cy�6 *l2 BUILDING INSPECTION REPORT G1T Y O� Permit No. 12__ 1�113 9 Address: 17727 S�T� o� Contractor: C/#s 7�LIN G� Owner: A NP Date: - APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before &J/ 0_ ll w l� z:>-� 7Z--r,;;- C�'S Inspector: p Date: ® Under-floor Framing ® Gas Piping ® Footing 4<®Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove Rough-in ® Final ® Masonry tDrainage ® Insulation ® Other: BUILDING INSPECTION REPORT G1T Y (J Permit No. l2 el 73 / Address: !� 77Z 7 7rrtjNG�pZ Contractor: ,6- Owner* /�,O�_ Date: APPROVAL ® PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before 4•f/ T�.ft` ,Uv �s Inspector: Date: 7 z /z ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing XGroundwork Ell Mechanical ®Grid X. Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 \ _ PHONE:(360)403-3551 k. BUILDING PERMIT Address: 17727 59THAVENF,ARLINGTON Permit#•BLD20120138 Parcel#: 31052200404100 Valuation:$75,000.00 OWN Rk APPLICANT , CONTRACTOR ARLINGTON ADVANCED MANUFACTURING DANIEL B.TAYLOR ARCHITECT CMS US,LLC PARK,LLC DANIEL TAYLOR SCOTT FANCHER ATS,INC 1639 HARBOR AVE SW,#304 PO BOX 2052 3316 FU14RMAN AVE E,STE 200 SEATTLE,WA 98126 GRANITE FALLS,WA 98252 SEATTLE,WA 98102 Lie#:CMSUSUL91 ICB Exp:3/14/2013 PLUMBING CONTRACTOR MECIIANICAL CONTRACTOR Lie#: Exp: Lie#: Exp JOB DESCRIPTIOiY Tenant Improvement PERMIT TYPE: Commercial PERMIT GROUP: Tenant Improvement/Non Structural STORIES: 1 CONST TYPE: II-B DWELLINGUNITS: 0 OCCGROUP: F-2 CODE: 2009 IBC OCC LOAD: 124 ERMIIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX E Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form andc cdC of rlington# 01 igna a Print Name Date eleased By Date / ARCHIVE APPLICANT ASSESSOR a OTHER ,�i BLD20120138 CONDMONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES, ETC.)WILL REQUIRE SEPARATE PERMISSION. • FYI's • Per land use conditions,parking allocations per building. If future parking is required,tenant shall work with property owner for off-site parking agreement. • This business will need to apply for a license. PI umn'FEES Date Descrilxion Fee Amount Paid Balance Due, 6/8/2012 Building Permit Fee(QTY:1) $1,046.35 $0.00 $1,046.35 6/8/2012 Building Plan Check Fee(QTY-. 1) $680.13 $0.00 $680.13 6/8/2012 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $1,730.98 $0.00 $1,730.98 CALL FOR INSPFCIIONS BUILDING(ENGINMUNG/PARKS/UI'RnM/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,andwhether you prefer morning or afternoon. None BLD20120138 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120138 OWNER:ARLINGTON ADVANCED MANUFACTUR... STATUS:APPLIED ADDRESS: 17727 59TH AVE NE,ARLINGTON / BALANCE: $0.00 ISSUED: v CREATED: 6/6/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... TENANT IMPROVEMENT/NON STRUCTURAL REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION ASSIGNE.. DUE DATE LAST ( } REQ? DO.. ASSIGN REMOVE 1002 P-Engineering I ESCOTT 6/18/2012 0 Y N Assign Remove 1004 P-Engineering II LPETERS. 6/18/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPARD 6/18/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 6/18/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 6/18/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO r6/18/2012 0 Y N Assign Remove 2014 C-Planning I THALL 6/18/2012 0 Y N Assign Remove 3002 X-Executive SPHELPS 6/18/2012 0 Y N Assign Remove 3004 X-Fire TCOOPER 6/18/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Reviews.asp... 6/6/2012 �,� ,1 Tc 4 P COMMERCIAL REMODEL PERMIT APPLICATION qL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX (360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF CONSTRUCTION PLANS, THREE(3) SETS OF SPECIFICATIONS, TWO(2)SETS OF STRUCTURAL CALCULATIONS, ONE(1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: C) Commercial Remodel (3 Commercial Addition a Tenant Improvement I?70A7 Project Address,�1 59TH AVE NE& . NE Parcel ID#: 31052200404100 Project Description: INTERIOR TENANT IMPROVEMENTS INCL.NEW OFFICES Legal Description: LOT 12 OFARL BSP PLN20110M&PM201111 22 0 5 0 01 Project Valuation: $75,000f�I� ` Owner: ARLINGTON ADVANCED MANUFACTURING PK, LLC Phone Number: Address: 3316 FUHRMAN AVE E.STE 200 City: SEATTLE State.- WA Zip Code: 98102 Contact Person: DANIEL B. TAYLOR,Architect Phone Number: Cell Phone: 206-465.2491 Fax: E-mail: dan@nicholsondev.com Address: 1639 HARBOR AVE SW,,�#304 City: SEATTLE State: WA Zip Code: 98126 Contractor'IT C IL I,� ( 7017 S _61,44, /� 5�c hone Number: - qNr Address: PD &)( City:&f'6t.YU►k F46 State: la) Zip Code: Contractor's License Number: Expiration: 3"/4. 13 Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. DANIEL B.TAYLOR,ARCHITECT JUNE 1,2012 �),pli tfes f atur Date I, Print Applicants Name RECEIVED FOR STAFF USE ONLY JUN 0 6 2012 l� 9D 01)_b/300 Ay-__ COA PEW CENTER Permit# Accepted By Amount Received Receipt# Date Received Web Forms—146 Page 6 of 7 7/10CJY COMMERCIAL REMODEL PERMIT APPLICATION _ Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 Project Name/Tenant ATS, Inc. (Aeronautical Testing Services, Inc.) Site Address 17821 59TH AVE NE & 180TH ST Bldg/Unit/Suite IBC Construction Type V"B FULLY SPRINKLERED IBC Occupancy Type F-2, B Description of Use LIGHT MANUFACTURING Building Square Footage TI AREA-12,000 Number of Stories ONE Square Footage Per Floor33,600 Will there be any installation, modification or removal of the following? (Check all that apply) 0 Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: ADDTIONS AND MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM AS REQUIRED FOR NEW OFFICE AREAS FIRE SPRINKLER WORK UNDER SEPARATE PERMIT Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. DANIEL B. TAYLOR,,ARCHITECT JP lint a of Occ a -(`, ' JUNE 1, 2012 Signature of Occupant/Agent Date Web Forms—146 Page 7 of 7 7/10CJY Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with LEtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CMS US LLC UBI No. 602517250 Phone 4253301005 Status Active Address Po Box 2052 License No. CMSUSUL911CB Suite/Apt. License Type Construction Contractor City Granite Falls Effective Date 2/2/2009 State WA Expiration Date 3/14/2013 Zip 98252 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status SCOTTFC150DH SCOTT FANCHER Construction General Unused 3/8/1985 3/8/1987 Archived CONSTRUCTION Contractor Business Owner Information Name Role Effective Date Expiration Date GOURLEY, B CRAIG Agent 02/02/2009 FANCHER, SCOTT THOMAS Partner/Member 02/02/2009 Bond Information BondjBond Company NamelBond Account Numberl Effective Date[Expiration Datelcancel Dat Impaired Date Bond Amount(Received Date 11 CBIC (CBIC) ISI1827 101/28/2009 jUntil Cancelled 1 12,000.0002/02/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Datel Expiration Date Cancel Date Impaired Date Amount IReceived Date Navigators 3 Specialty QAA01323569 02/01/2012 02/01/2013 51,000,000.0002/07/2012 Insurance _ 2 MONTPELIER US MP0036002000408 01/28/2011 01/28/2012 $300,000.0001/25/2011 _ INS CO _ CAPITOL 1 SPECIALTY INS CS01284711 01/28/2009 01/28/2011 $300,000.00 01/27/2010 CORP Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 6/6/2012 bC z 00 0 0 �-+ U H d x O u � C7 O r Q 0.Mull ® zu to a Ao z Z � Q Q w V U � +, zw 04 ,� z ;o 0 U o Z ,� Wbb U b Z w O H wa � u r�o x H cn O Hx Q; z Lh z N C� o N z Q � C:) C13 � Q 75 W z � CC"-,) UXI H x H ._ � ,, I I I :: CITY OF ARLINGTON \\ 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT Adtlres s:17727 59TH AVE NF,ARLINGTON Permit#:BLD20120173 Parcel#:31052200404100 Valuation:$0.00 APPLICANT CONTRACPOR� ARLINGTON ADVANCED MANUFACTURING MARYSVILLE PLUMBING INC MARYSVILLE PLUMBING INC PARK,LLC DAVE OLIN DAVE OLIN ATS,INC 13318 SR530 NE 13318 SR530 NE 3316 FUHRMAN AVE E,STE 200 ARLINGTON,WA 98223 ARLINGTON,WA 98223 SEATTLE,WA 98102 Lic#:MARYSPIIO1JE Exp:4/12/2013 PLUNIl3ING CON'1CACTOR N>WIIANICAL CONTRACTOR MARYSVILLE PLUMBING INC DAVE OLIN 13318 SR530 NE ARLINGTON,WA 98223 Lic#:MARYSPII O1JE Exp:4/12/2013 Lic#: Exp - Plumbing for T.I.to Bldg.#12 PERMIT TYPE: Commercial PERMIT GROUP: Plumbing STORIES: 0 CONST TYPE: DWELLINGUNITS: 0 OCC GROUP: CODE: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES A NOTICE Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form a co cd City of i n 43101. .� s Signature Print Name to Released y ate ARCHIVE = APPLICANT ASSESSOR OTC B_L_D20120173 CONDMONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES, ETC.)WILL REQUIRE SEPARATE PERMISSION. • Install an RPBA after the meter before any brached connections.All hose bibbs must have a non removeable AVB intalled. Call for inspection after installation is computed.RPBA must be tested by a certified BAT. PERMIT F—S Date Description Fee Amount Paid Balance We 7/20/2012 Plumbing Permit Fee $169.00 $0.00 $169.00 Total Due: $169.00 $0.00 $169.00 CAI.1,FOR INSPECTIONS BULLDING/INGUgEUMG/PARKS/UlUff S/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. None BLD20120173 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 y, BUILDING PERMI. PERMIT#: BLD20120173 OWNER:ARLINGTON ADVANCED MANUFACTUR... STATUS:APPLIED ADDRESS: 17727 59TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 7/20/2012 C SCREENS:j Select Screen... [�j FUNCTIONS: Select Permit Function... PLUMBING REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION 'ASSIGNE.. DUE DATE LAST (#) REQ? DQ.. ASSIGN REMOVE 1026 P-Utilities Fees RSHEPARD 7/24/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 7/24/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 7/24/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 7/24/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Reviews.as... 7/20/2012 COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington, WA 98223 • Phone (360)403 3551 • FAX(360) 403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF CONSTRUCTION DRAWINGS,AND THREE (3) SETS OF FIXTURE SPECIFICATIONS(CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IF APPLICABLE. Type of Permit: ® Commercial I/Commercial Addition/Alteration (❑) Industrial Project Address: /\k/t //_✓ Parcel ID#: Lot#: Subdivision: Project Description: Valuation: Owner: A�io 1 l4 f 1^ C Phone Number: Address: City: State: Zip Code: Contact Person: Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Please List quantity of fixtures Below: r WATER CLOSET BATH TUB SHOWERS 3 LAVATORIES CLOTHES WASHER LAUNDRY TUBS _I FLOOR DRAINS FLOOR SINKS SINKS I URINALS SUMPS DISHWASHERS / WATER HEATERS ROOF DRAINS WATER PIPING DWV ALTER/REPAIR LAWN SPRINKLERS DRINKING FOUNTAINS MISC PLUMB FIXTURE GREASE INTERCEPTOR GREASE TRAP rrtt,� /� M D f s►n k Contractor: MAr/J�'�)& ff4Ay J Z Phone Number: Address: /331'9 '59 530 A,� y City: �� � �N State: I`tle' Zip Code: Contractor's License Number: 114 AP`i/5a IQI SL:5 Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. V_ ,�L 7/1-0 Applicants Signature 4)ate I Print Applicants Name FOR STAFF USE ONLY REC JUL 2 0 2012 Permit# Accepted By Amount Received Receipt# Date Received COA PERMIT CENTER COMMERCIAL PLUMBING j: PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 CROSS-CONNECTION SURVEY FORM (Please complete form and submit to Permit Center) NOTE: The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backtlow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Connection Control Specialist, the nature of activities on the premise may present a hazard to the public water system. Type of Permit: ® Commercial Commercial Addition/Alteration (❑) Industrial Proposed Building Use: ® Restaurant ® Medical ® Industrial ® Residential ® Commercial Other: NKU; aG un" Contact Person: Ad0ci b k1 ., Phone Number: S.SS✓ Cell P one: 0 Fax: E-mail: /144rH4✓dc,p�lwwbu'b1�G eck all appliances and/or applications that are permanently to the water supply and apply to your proposed USE and OPERATION. ® Ice Maker ® Dialysis Equip. ® Air washers ® Swimming Pools ® Fire Sprinkler ® Espresso Mach. ® Hydrotherapy ® Steam Generators Hot Tub/Spa a® p ® Sprinkler w/chemicals O Carbonated Bev. ® Dental Equip. O Dye Vats ® Ice Machine ® Lawn Irrigation ® Fume Hoods ® Laboratory Equip. ® Pressure Washers ® Coffee Urn/Espress. ® Well on property ® Degreasers ® Autoclave/Sterilizers ® Cooling Towers ® Aquarium ® Decorative Fountain ® Other: Authorized Signature: L 4-, Date: 7 7v Office Use Only Comments: Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: ❑ YES ❑ NO COMMERCIAL PLUMBING `,. . PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 WASTEWATER DISCHARGE SURVEY FORM (Please complete form and submit to Permit Center) NOTE: Arlington Municipal Code 13.08.590 requires that any and all commercial or industrial dischargers will not discharge to the City of Arlington Sanitary Sewer System without a negotiated discharge agreement. This survey will help us determine whether your business will require an agreement. 1. Type of Permit: ® Commercial (❑) Industrial commercial Addition/Alteration 2. Proposed Building Use: ® Restaurant ® Medical ❑ Industrial ® Residential ❑ Commercial Automotive Based fh Machine Shop C) Other: 3. Does the plumbing system currently have a grease interceptor? ® Yes No ® Don't Know 4. Date grease trap/interceptor was last cleaned (provide service record): ® Don't Know 5. Does the plumbing system currently have a oil/water separator? ® Yes No ® Don't Know 6. Date oil/water separator was last cleaned (provide service record): ® Don't Know 7. Is water used in the business process (washing, rinsing, cooling)? ® Yes ® No C( Don't Know 8. Does your business require a NPDES permit? ® Yes �No Don't Know Contact Person: �G��e Ul)r� Phone Number: 3,56 L'13S SS,S.S' Cell Phone: `IZ, , , -1 Fax: E-mail: M6rus v�h� n/w ,�,,,.-c c� G ru�r�•��+� The above information is complete and accurate to the best of my knowledge. I understand that any changes in the sewage discharge from the site must be reported to the City of Arlington Public Works Utilities Division / Wastewater Department immediately by conta ng 360-403-3 2 . Authorized Signature: Date: -7 �olri Office Use Only Comments: Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: ❑ YES ❑ NO Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name MARYSVILLE PLUMBING INC UBI No. 601087455 Phone 3604355555 Status Active Address 13318 S R 530 Ne License No. MARYSPI101JE Suite/Apt. License Type Construction Contractor City Arlington Effective Date 4/5/1990 State WA Expiration Date 4/12/2014 Zip 98223 Suspend Date County Snohomish Specialty 1 Plumbing Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date OLIN, DAVE C IMember 01/01/1980 OLIN, RACHELLE LUANNE IMember 01/01/1980 Bond Information Bond(Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount(Received Date COLONIAL AM CAS Et 4 SURETY OF LPM4068438 I03/22/2005 Until Cancelled $6,000.00 03/21/2005 MARYLAND Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name!Policy NumberlEffective Date Expiration Date Cancel Date Impaired Date Amount lReceived Date 17 Country Mutual AM9053460 03/22/2010 03/22/2013 Ins Co $1,000,000.00 03/20/2012 16 TRUCK INS 035041185 03/22/2008 03/22/2010 $2,000,000.0003/20/2009 EXCHANGE 15 TRUCKINS 035041185 03/22/2008 03/22/2009 EXCHANGE $2,000,000.00 03/25/2008 14 TRUCK INS 035041185 03/22/2005 03/22/2008 $2,000,000.0003/05/2007 EXCHANGE Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https:Hfortress.wa.gov/lni/bbip/Print.aspx 7/20/2012 �J COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF CONSTRUCTION DRAWINGS,AND THREE (3) SETS OF FIXTURE SPECIFICATIONS(CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IF APPLICABLE. Type of Permit: ® Commercial Commercial Addition/Alteration (p) Industrial Project Address:—L7., � AA- A'I Parcel ID#: Lot#: ' Subdivision: Project Description: Valuation: Owner: Phone Number: Address: City: State: Zip Code: Contact Person: Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Please List quantity of fixtures Below: �_ WATER CLOSET BATH TUB 3— LAVATORIES SHOWERS CLOTHES WASHER LAUNDRY TUBS FLOOR DRAINS EE FLOOR SINKS SINKS URINALS SUMPS DISHWASHERS I WATER HEATERS ROOF DRAINS WATER PIPING DWV ALTER/REPAIR LAWN SPRINKLERS DRINKING FOUNTAINS MISC PLUMB FIXTURE GREASE INTERCEPTOR _ GREASETRAP // //�. A9 n� s•1n k Contractor: MA471<' ' /�I!a t7iltG_ Get/_ �/-- Phone Number: Address: f 3 3 �3y ?,JK City; �� I'`""/� State: Zip Code: Contractor's License Number: PI 66N �1'5 UL Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- describe property will be in accordance with the laws,rules and regulation of the State of Washington. eLtt� 'i�U ZiJ f'lr Applicants Signature ate Print Applicants NameW-� FOR STAFF USE ONLY f � �}� � 2 U12-0�"1?j JUL 2 O Z01Z Permit# Accepted By Amount Received Receipt# Date Received CQA PERMIT CENT" COMMERCIAL REMODEL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. 0 One(1) City of Arlington Commercial/Multi-Family Permit Application (One permit application per building or structure is required) ❑✓ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form El Three(3) Site Plans ❑� One (1) 11"x 17" Site Plan El Three (3)Architectural Drawings ❑ One (1) 11 "x 17"Set of Building Elevations ❑ Three(3) Structural Drawings ❑ Three(3) Structural Calculations ❑ One(1) Geotechnical Engineering Reports (if applicable) ❑ One (1) Project Specification Manuals (if applicable) ❑ One(1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One (1) Occupant's Statement of Intended Use Form ❑ One(1) Letter of Verification of Water and Sewer Availability from City of Marysville (if applicable) Drawings shall be BOUND SEPARATEL Y BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by email to Pre App Appointment Request. I acknowledge tha all items designated above are included as part of this application. JUNE 11 2012 Applicant's Signature Date Web Forms—146 Page 1 of 7 7110CJY i � ��,� COMMERCIAL REMODEL PERMIT APPLICATION Department of Community Development City of Arlington - 238 N Olympic Ave. -Arlington, WA 98223 - Phone (360)403 3551 - FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following International Codes 1. 2009 International Building Code(IBC) 2. 2009 International Residential Code(IRC) 3. 2009 International Mechanical Code(IMC) 4. 2009 International Fuel Gas Code(IFGC) 5. 2009 International Fire Code(IFC) 6. 2009 Uniform Plumbing Code(UPC) 7. 2009 International Property Maintenance Code(IPMC) 8. 2003 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit three(3)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be dearly legible, with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. Web Forms—146 Page 2 of 7 7/10CJY r_ it r�i -«� �.,! 9 COMMERCIAL REMODEL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. [Z] SITE PLAN — REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building set backs, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. ❑✓ ARCHITECTURAL DRAWINGS 1. ❑� Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. 0 Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '/.-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. f) Show Barrier-Free information on the drawings. Web Forms—146 Page 3 of 7 7/10CJY i g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, ect. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. Cl Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum'/4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. El Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1. Two completed Washington State Non-Residential Energy Code Envelope Summary forms. E. ❑ OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington Web Forms—146 Page 4 of 7 7/10CJY I I ' COMMERCIAL REMODEL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued.You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to permitcenter(a)ci.arlington.wa.us. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: Date: JUNE 1, 2012 Owper Owner's Representative DANIEL B. TAYLOR, ARCHITECT PLLC 206.465.2491 Company: Phone: Web Forms—146 Page 5 of 7 7/10CJY GENERAL NOTES VICINITY MAP 3629 PETi167E'" • A. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL EXISTING COMMERCIAL , •TCC1 GOVERNING WILDING CODES AND RlGULATIONS,THE CONTRACTOR IS DISCREPANCIES FOR REPORTING IMMEDIATELY M T ARCHITECT ANY `��� RESPONSIBLE F OR DETAILSREPORTING WHICH IA NOT MEET BUILDING CODES � ?,� OAM.ATAnOft AND CONSTRUCTION STANDARDS sTATr a•w.wHOT D. ALL WORK IS TO SHALL COMPATIBLE WITH EXISTING CONSTRUCTION.THE ARLINGTON ADVANCED MFR. PARK LOT #12 41 CONTRACTOR SHALL VERIFY ALL CONDITIONS CON TRU DIMENSIONS IN TI ON SITE PRIOR TO THE COMMENClM[NT OF CONSTRUCTION 'N THE 16�SHE ARCHITECT: EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS,OR BETWEEN ARI"GION 090,o4 /4m•mmr THE PLANS AND SPECIPICATION6,THE ARCHITECT SMALL BE ARINIC4%kI P. DANIEL B.TAYLOR NOTIFIED IMMEDIATELY. Ae7➢ORi LANDLORD SCOPE E. THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND ARCHITECT,PLLC PDANIELS TAYLOR IPING BEFORE BEGINNING WORK. CONTACT 26 F. ALL WORK SMALL B!PERFORMED IN ACCORDANCE WITH THE HIGHEST PROJECT 1639 HARBOR AVE BW,0304 STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS LOCATION P HONE TWA 981-2 AS ARE SPECIFIED. + -. -- -- -- PHO E: 206 465-2491 G. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH EMAIL: RESPECT TO S[ZE,SHAPE,COLOR,RESULT O,PATTERN,DUALITY AND Y TENANT IMPROVEMENT METHOD OF INSTALLATION IN 50 FAR AS PRACTICABLE. H. E%t6TIH0 WORK DAMAGED AS A IIESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES AND AT NO ADDITIONAL = COST TO THE OWNER ALL REPLACEMLNT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL 00 60 WITH RESPECT TO TYPE, ATALLA70N NSOF12 A6 PRA.,COLOR AND METHOD OF SHALL Be APPROVlO IStNE 172rldStNE'514 °E@9•°°ma � ATS, INC. TENANT, 17821 59TH AVE NE W BY THE ARCHITECT AND TENANT PRIOR TO INSTALLATION.I, PATCHED AREAS SHALL MATCH THE MATERIALS,FINISHES,AND ARLINGTON, WA 9 8 2 2 3 6 3 0 3 > Z LEVELS ADJACENT,OR SHALL BE PUT IN THE PROPER CONDITION TO IS< 02012 M•p0°••1 Pon, RECEIVE THE FINISH INDICATED, 0� W rrW 5 ^ NOT TO SCALE V J W REFERENCE EXISTING SITE PLAN SHEET INDEX BUILDING DATA z_ �o >/ SITE PLAN DRAWING TAKEN FROM THE BINDING SITE PLAN CONTAINED IN THE DEVELOPMENT PACKAGE PREPARED BY HUEY SURVEYING ARCHITECTURAL: LL. AND LAND CONSULTING,INC.,DATED DECEMBER 16,2011,AND MODIFIED TO ILLUSTRATE THE AREA OF NEW WORK IN EXISTING BUILDING. LEGAL DESCRIPTION: AD COVER SHEET AND REFERENCE SITE PLAN SECTION 22 TOWNSHIP 31 RANGE 05 QUARTER BE-LOT 12 TGW //► a EG A UNDIV INT THIS 994,995,986,997 S 908 OF ARL BSP VJ ^`•M'" \ �• \I All OVERALL TENANT FLOOR PLAN PLN20110043 8 PWD20110076 REC AFN 201 1122 05001;BEING A PTN W DEFERRED SUBMITTALS ' - m`= FENl/ SE1/4 OF SD SEC • I !w Al2 REFLECTED CEILING PLAN PLAN AND SRE AND BUILDING DATA: a , PARCEL NUMBERS: 91052200404100 J _ - A2,1 SCHEDULES 7 7k MECHANICAL I PLUMBING: _` CITY OF ARLINGTON L }two A22 INTERIOR ELEVATIONS AND DETAILS JURISDICTION: ~ THE MECHANICAL AND PLUM51NG WORK FOR THE PROJECT SHALL BE / Ltw""�'.Xw•• • SNOHOM[SH COUNTY,WA I 1 Q PERFORMED AS DESIGN-BUILD AND SUBMITTED AS A SEPARATE PERMIT AS I• '- 1^ 0 A24 MISC,DETAILS V_ Y REQUIRED. THE GlNEML CGNTRACTOR SHALL SUBMIT A PROP09E0 HVAC .� V NC-TOWNSHIP-RANGE-SECTION: 5209002-91-05-22-9E L Z Q AND PLUMS No DRAWING THAT COORDINATES WITH THE ARCHITECTURAL I ' -• A2.4 MISC DETAILS r W d E PROPERTY NAME/OWNER: ARLINGTON ADVANCED O, DRAWINGS, 1 9 MANUFACTURING PARK,LOT 12 L Z ••x^••-p ,x,� $ MECHANICAL,PLUMBING,AND ELECTRICAL YEAR BUILT,STORIES, r o: fi�{ ATS,INC. ii:�:S::T-- AND FIRE PROTECTION: BLDGS ON PARCEL: 196s,1 STORY,1 BLDG ELECTRICAL: z 1ENANT - q W U W 1 THESE PERMITS WILL BE SUBMITTED AND LAND USE AND ZONING: GI-GENERAL INDUSTRIAL Q W -@ IMPROVEMENT ` z THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS 7 7 � ,1 PERMITTED SEPARATELY REFER TO DEFERRED AMC 20.40090 USE CODE:4100 a DES ON AND SUBMITTED AS A SEPARATE PERMIT AS REQUIRED. W (lei:.. ++ AREA SHOWN y I°RB � SUBMITTAL NOTES,THIS SHEET. O Z lyl THE GENERAL CONTRACTOR SHALL SUBMIT A PROPOSED ELECTRICAL SHADED _ N DRAWING THAT COORDINATEfi WITH THE ARCHITECTURAL DRAWINGS. Q �,•„� gg 6 OCCUPANCY GROUPS: F-2 LOW HAZARD FACTORY O � _ `, `" A S-2 LOW HAZARD STORAGE ~ . 8 rINDU TRIAL , FIRE PROTECTION: B ACCESSORY BUSINESS LV /v///►► w = THE FIRE PROTECTION WORK FOR THE PROJECT SHALL BE PERFORMED OFFICE VJ O H AS DElite ILD AND SUBMITTED AS A SEPARATE PERMIT AS REQUIRED_ ' LOT 12 I PROJECT TEAM PROPOSED USE: MANUFACTURING j m m THE GENERAL CONTRACTOR SMALL SUBMIT A PROPOSED FIRE i - o I Z ^5 m PRIOR USE: MANUFACTURING Q W PROTECTION DRAWING ANOIOR CALCS THAT COORDINATE WITH THE • A z Z w ARCHITECTURAL DRAWINGS •"-� - U O Z.m Z••,E+ OWNER: ARCHITECT: CONSTRUCTION TYPE/CLASS: V-B,FULLY SPRINKLERED, O F- •__- •Y _ I 60'-0"YARD PROVIDED AROUND C7 I ily Ww A ARLINGTON ILI MANUFACT A V LLCD DANIEL B.TAYLOR, BUILDING Z j Z W 1 •+f,•�� 1 ry�+,1, p C/O BRENT NICHOLSON 163911CHHARBOR AVE SW Q x Q 3 ��M =•"' 21fl MAIN STREET,PMB 530 GROSS PARCEL AREA: 173,147 S.F 1.69 ACRES) a =Z •' e$t{' SEATTLE WA 98126 O KIRKLAND,WA 98005 TEL: 12061 455-2491 L'//J� O N C .'• ® ••� fl\ II _ TEL:12061 979-9681 CONTACT: DAN TAYLOR GROSS IF)BUILDING FLOOR AREA: �33,600 S.F, L" Z F Z danOnich°le°ndev c°m GROSS TENANT IMPROVEMENT �12,000 S.F.PLUS 1,175 5 F r Q U7 r`+ 1� N FLOOR AREA: MEZZANINES. J P!91 ; A .;SW \ I � 1 =80'•0' CONTRACTOR: TO BE DETERMINED PROPOSED F-2 OCCUPANCY AREA: 1175 S.SF/100 104 OCC BY OWNER PROPOSED 5-2 OCCUPANCY AREA: ula SF /500 3 OCC, REVISIONS LEGEND OF SYMBOLS ABBREVIATIONS PROPOSED B OCCUPANCY AREA: TOTA LP./100.17 TOTAL OCCUPANTS•124 124 OCC NO. DATE BY REVISION NO.ITITLE WINDOW SCHEDULE IF POUND OR NUMBER EXIST. EXISTING O/ OVER 0 BLOCK SHOWS REV, O KEY 6 AND EXP.JT EXPANSION JOINT P.C.C, PRE-CAST CONCRETE DATE) @ AT EDT. EXTNG TILE I'D ERIOR PLUM PLASTIC LAMINATE 0 11401CAM REVISED EL ROOMS-ROOM NAME A F F. ABOVNG ETFINISHEIC ID FLOOR FEC IRE E%T NOUISHER pLYWD, PLYWOB, PLUMBOD AREA 10 ROOM NO. ALUM, ALUMINUM CABINET P.T. PRESSURE TREATED Q DETAIL N0.OF 195o S,F�-ROOM AREA ANOD• ANODIZED F1XT. FIXTURE PNT PAINT/PAINTED DESIGN CODES SCOPE OF WORK Q BSMT. BASEMENT FLR. FLOOR PVC POLYVINYL CHLORIDE BYNO. BEYOND F.O. FACE OF RBR RUBBER AB. SHEET THAT DETAIL IS PL- FINISH SCHEDULE BOT. BOTTOM FRP FIBERGLASS REINFORCED RCP REFLECTED CEILING PLAN ISSUE GATES SHOWN KEY G.1 P. CAST 1N PLACE PLASTIC R. ROOF DRAIN DESIGN APPROVAL: 03/30/12 CHNL CHANNEL FND. FOUNDATION REO'D REQUIRED ON JULY 1,2010,THE FOLLOWING CODES WITH WASHINGTON STATE THE PROPOSED SCOPE OF WORK ANTICIPATED UNDER THIS PERMIT 91 EQUIP,SCHEDULE SLOG.SECTION N0. KEY C,J. CONTROL JOINT GA. GAUGE RM ROOM AMENDMENTS BECAME EFFECTIVE: CONSISTS OF: PERMIT SUBMITTAL: 06/04H2 Aa. SHIFT TMA'SECTION CLO. CEILING OALV. GALVANIZED SIM SIMILAR • PERMIT RECEIVED: IS FTTH CASEWORK DTI,N0. CLR, CLEAR GWB GYPSUM WALL BOARD SPEC. SPECIFIED OR 2009 INTERNATIONAL BUILDING CODE(IBC),WAC 51-50 INFILL OPENINGS IN EXISTING 1-HOUR DEMISING WALLS IN THE 12 LMU CONCRETE MASONRY UNIT H.C. HOLLOW CORE SPECIFICATION EXISTING VACANT!PALE TO SEPARATE THE TENANT BID ROCS: 05/30/12 10, SHEET NO. COL, COLUMN HT. HEIGHT SPRK SPRINKLER 2009 INTERNATIONAL RESIDENTIAL CODE(IRC),WAC 51-51 PROVIDE NEW EXTERIOR ENTRY/EXIT DOORS,OVERHEAD DOOR,AND CONSTR.ROCS: 7 WALL SECTION NO, COMPR COMPRESSIBLE H.M. HOLLOW METAL SL STAINLESS STEEL ASSOCIATED HARDWARE,AND NEW EXTERIOR OFF-ICE WINDOWS. A4. SHEET THAT SECTION 1 WALL TYPE N0. CONE. CONCRETE HR HOUR S.T.C.. SOUND TRANSMISSION • 2008]NTERNATfONAL MECHANICAL CODE IIMCI,WAC 51-52,INCLUDING SHEET INFORMATION <,T CONT. CONTINUOUS HVAC HEATING,VENTILATING,AND COEFFICIENT 2003 INTERNATIONAL FUEL GAS CODE IIFGCI CONSTRUCT NEW I-HOUR RATED 1,635 SF OFFICE SPACE 1N IS SHOWN �/s�-INSULATION KEY CPT CARPET AIR CONDITIONING STL. STEEL WAREHOUSE,ALONG WITH ASSOCIATED MECHANICAL AND 24'�36^SCALE: AS NOTED CT CERAMIC TILE INSUL. INSULATED STRUCT. STRUCTURAL 2009 INTERNATIONAL FIRE CODE(III),WAC 51-54 ELECTRICAL MODIFICATIONS,DOORS S FRAMES,FINISHES AND PLOT OATS: 06104/12 A INTERIOR ELEV.NO. h DBL DOUBLE INT. INTERIOR T&G T TFLE ONGUE AND GROOVE FIXTURES. D4—:SHEET THAT WALL ATION FFt-DATUM DIM.O DIMBNS[ON MEL MELAMINE TOE. TOPEOF CONCRETE DEMOLISH Lo. • 2009 UNIFORM PLUMBING CODE)UPC),WAC 51-56 8 51-57 CONSTRUCT NEW TESTING ROOM IN SHOP AREA. CAD FILE: 12-IGA01 DIM. DIAMETER MAX. MAXIMUM T.O. TOP OF, . 200fl NATIONAL ELECTRIC CODE INECI,WAC 286-46B RECEIVED JOB NUMBER: 12-17 C �-__ M.O. MASONRY OPENING T.0 TOP OF PLATE CHECKED: DBT/TKG INTERIOR ELEV.[5 ACTCE tliC1 DN DOWN DOOR MECH. MECHANICAL T,O,S. TOP OF STEEL 2008 WASHINGTON STATE ENERGY CODE IWSECI,WAC 51-11 SHOWN �•'`--FINISH CEILING DWG DRAWING MEMBR, MEMBRANE TP TOILET PAPER DISPENSER DRAWN: TKG �� TYPE EA. EACH MIN. MINIMUM T/D TELEPHONE/DATA AMENDED 2009 WASHINGTON STATE VENTILATION 8 INDOOR AIR NORTH ARROW (A I GRID DESIGNATION EIFS EXTERIOR INSULATION 8 FINISH MRGWB MOISTURE-RESISTANT TYR TYPICAL QUALITY CODE,WAC 51-19 7 ) STATUS: PERMIT/BID �� SYSTEM GYPSUM WALL BOARD UO.N. UNLESS OTHERWISE NOTED JUN 0 6 20 1? COVER SHEET EL. ELEVATION MTL. METAL U/S UNDERSIDE 2005 ACCESSIBLE 8 USABLE BUILDINGS 8 FACILITIES ICC/ANSI A1171 Q SHEET KEY NOTE 114_1P ROOF SLOPE AND ELEC, ELECTRICAL N.I.C. NOT IN CONTRACT V.1 F. VERIFY IN FIELD DIRECTION KEY ELEV. ELEVATOR/ELEVATION D.C.NOM NUMBER NOMINAL V.P, VISION PANEL CITY OF ARLINGTON MUNICIPAL CODE)AMC,FIRE DEPARTMENT CAA AO 1 DOOR SCHEDULE KEY EPDM ETHYLENE PROPYLENE OIENE 0 ON CENTER W/ WITH STANDARDS AND PUBLIC WORKS STANDARD DETAILS fV' 1 1 ICORRESP TO ROOM NO, ---� -- BREAK LINE SYMBOL M-CLASS(ROOFING) OH. OPPOSITE HAND W/0 WITHOUT 'WHERE DOOR OCCURS) EO. EQUAL WD WOOD OOOR SUFFIX -- MATCH LINE MARKER l p i?_b! 39 I DEMOLITION NOTES GENERAL NOTES 36]9 A DO NOT SCALE DWGS,WRITTEN DIMENSIONS GOVERN. ALL REMSTERED • HII�T DEBRIS FOR THE DURATION OF CONSTRUCTION. AT PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB COMPLETION OF DEMOLITION WORK,THE CONSTRUCTION TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED.ALL AREAS SHALL BE LEFT IN"BROOM CLEAN"CONDITION DIMENSIONS MARKED'CLEAR"OR UNLESS,, SHALL BE ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE ' !260'-0"IE)OVERALL BLDG. A. MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL DMR RiAYLW REMOVED,ALL DEBRIS NEIIOVAL SHALL BE PERFORMED IN 4 WALL FINISHES,U.O,N, RG1C OI wuArq ACCORDANCE WITH TENANT REQUIREMENTS AND O O O O 7O • PROCEDURES "ALIGN"MEANS TO ACCURATELY LOCATE FINISHED FACES 100L0" IN THE SAME PLANE. B, IN PARTITIONS TO BE REMOVED,GC TO REMOVE AND CAP ALL OUTLETS,SWITCHES,WIRES,THERMOSTATS,ETC.,TO t25 0"IEI =251-0-IEI 42510-IEI 1251•0-IEI C. OIMEN5IONS MARKED t MEAN A TOLERANCE NOT GREATER ARCHITECT: THEIR SOURCE, REMOVAL OF ANY EQUIPMENT,CABLING NOR SMALLER THAN 2 INCHES FROM INDICATED DANIEL B.TAYLOR SWITCHES,AND CONDUIT PERTAINING TO W 12�•0.X 1210' 6`0' WO' MID' DIMENSION,U.ON. VERIFY FIELD DIMENSIONS EXCEEDING DATA/COMMUNICATIONS AND TELEPHONE SHALL BE OVHD.COILING 10,365/100=102/2 =51 1E1 OVHD DOOR TOLERANCE WITH THE ARCHITECT.SECURE ARCHITECT'S ARCHITECT,PLLC VERIFIED WITH TELEPHONE COMPANY AND TENANT. DOOR PER SCHED OCC,•3 FROM MEZZ APPROVAL C. GC TO REMOVE ALL EXISTING MATERIALS,WHICH WOULD ELLCT =54 OCC.X.2 CONTACT:DANAYLOR IEL S ,004 CAUSE RISES OR DEPRESSIONS M NEW FLOORING SURFACE, SERVICE GEAR 10,6"MIN,DOOR D, FINISH FLOOR REFERENCE DATUM EQUALS IO'-0"I. SUCH AS FASTENERS,OUTLET CORES COVER PLATES, WIDTH RED. 36" SEATTLE,1639 WA AVE981 SW,H304 RESILIENT FLOOR COVERINGS,CARP[,,CANPET FAO,FLASH EXIST EXIT PROVIDED E. VERIFY ALL GRADES,DIMENSIONS AND EXISTING PHONE: 96126 PATCH,CONCRETE FILL,PLYWOOD,ETC ALL FLOORS __—.— _ __ _ CONDITIONS AT THE SITE BEFORE PROCEEDING WITH PHONE:(2D6)465-2497 -- ----- --- --- - WORK.NOTIFY ARCHITECT OF ANY DISCREPANCIES EMAIL: MnftNC11W1onGay.cwn SHOULD BE LEVEL AND NOT VAR T MORE THAN 1/4"IN O iJOR I BETWEEN DRAWINGS AND ACTUAL CONDITIONS, 10'-O",THE GC SHALL NOTIFY ARCHITECT OF ANY PROVIDE NEW CONDITIONS THAT DO NOT MEET THIS STANDARD. PANIC HARDWARE F. PROVIDE PORTABLE FIRE EXTINGUISHERS AS REQUIRED BY D DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS PROVIDE 3l4"PLYWOOD I L DRIP FLASHING THE LOCAL FIRE DEPARTMENT. TO 4'-0"A.F.F.AROUND GC TO CUT IEI GIRT AND PROVIDE I PER DOOR SCHED SHOWN ON DWGS. THE INTENT IS TO INDICATE THE PE RIM.OF SHOP AW[A NEW T.5.POSTS AT EXPANDED G. AISLES SHALL BE PROVIDED AND MAINTAINED IN ALL GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE OVHD.DOOR OPENING PER METAL I PORTIONS OF THE BUILDING TO REGUIREO EXITS: 3fi"MIN. THE WORK IN ACCORDANCE WITH THE CONTRACT DWGS. BLDG.SUPPLIER DETAILS AND IN WIDTH WHEN OBSTRUCTIONS ARE PLACED ON ONE SIDE, REOUI REMENTS SAWCUT IEI I AND 44"IN WIDTH WHEN OBSTRUCTIONS ARE ON TWO r^ CONCRETE CURB FOR THRESHOLD SIDES- LIGHTING / CEILING NOTES - VERIFY EXISTING DEMISING TO MATCH(EI ADJACENT I VERIFY EXISTING DEMISING IL I I WALL CONSTRUCTION IS OVERHEAD DOOR, R H. L [F!R TO WALL CONSTRUCTION 15 . GC TO TAPE AND SAND DRYWALL FROM FINISH FLOOR TO 1-HOUR RATED(PER ULI 419) FLASHING DETAILS i " 1-HOUR RATED(PER UL4 419) ROOF DECK TO PREPARE FOR TENANT'S FINISHES. GC TO A. MECHANICAL,PLUMBING AND ELECTRICAL DRAWINGS ARE WITH ONE LAYER 5/8"GWB WITH ONE LAYER 5/8"GWB CONFIRM THAT EXISTING CONCRETE FLOOR SLAB IS v H DEFERRED SUBMITTALS. EACH SIDE OF EXISTING EACH SIDE OF EXISTING SMOOTH AND READY FOR TENANT FINISHES. MIN.2X6 WOOD OR 6" I MIN.2X6 WOOD OR 6"METAL 7 B. GC TO COORD,LIGHTING REQUIREMENTS IN TESTING ROOM METAL STUD FRAMING. STUD FRAMING. N L WITH TENANT,INTERIOR WAREHOUSE AND EXTERIOR I Ill W LIGHTING 15 EXISTING TO REMAIN, LESS THAN 60%OF WALL LEGEND W THE LIGHTING FIXTURES WILL BE NEW,THE INSTALLED NOTE: I NOTE: WATTAGE WILL NOT BE INCREASED AND THE SPACE USE UNIMPROVED SIDE:WALL ' UNIMPROVED SIDE:WALL ui HAS NOT CHANGED PER LIGHTING ALTERATION EXCEPTION TO BE LEFT OPEN FOR TO BE LEFT OPEN FOR EXISTING CONDITIONS/DEMO LEGEND: W IN 2009 WS_ I FUTURE ADJACENT ( FUTURE ADJACENT EXISTING METAL BUILDING SYSTEM: CORRUGATED METAL /n G. THE ELECTRICAL SUB 15 RESPONSIBLE FOR PROVIDING TENANT TO FINISH,IF TENANT TO BY FINISH,IF WALL PANELS AND EL TRUSSES SEAM METAL ROOF PANELS v / WSEC LIGHTING CALCULATION FORMS WITH THE REQUESTED BY OWNER. I REQUESTED BY OWNER IN ZLATIO AND STEEL TRUSSES ON WALL AND ROOF 7 O DEFERRED ELECTRICAL PERMIT APPLICATION,IF REQUIRED I INSULATION AND VAPOR BARRIER ON INSIDE FACE. L_ BY THE CITY- L D. GC TO VERIFY IEI LIGHTING CONDITIONS AND REPLACE EXISTING INTERIOR WALLS AND DOORS r T� O TO BE REMOVED(SHOWN DASHED ON ll. WITH MORE ENERGY EFFICIENT FIXTURES,IF NEEDED SHEET A111,INCLUDING ELECTRICAL III 5 ANY NEW LIGHTING TO CONFORM TO 2009 WASHINGTON I ui STATE NREC PRESCRIPTIVE LTG-INT TABLE 15-1(INTERIOR I� - ITEMS ATTACHED TO WALLS L� LIGHTING(UNIT LIGHTING POWER ALLOWANCE(LPAI NORTH SIDE ATS,INC. I II SOUTH SIDE EXISTING CONSTRUCTION To REMAIN, (- BREAKDOWN, SHOP AREA I I VACANTSPACE I VACANT SPACE J E LI LIGHTING DESIGN INCLUDING DAYGHTING ZONE CONTROL, EXIST 120 EXIST EXISTING DOOR TO REMAIN. Z REDUCTION AND SHUT-OFF CONTROLS AND SENSORS ARE ±10,365 S.F. I I F TO BE IN CONFORMANCE WITH THE 2008 WASHINGTON ±7,200 S.F. ±12,000 S.F. \ < O STATE NON-RESIDENTIAL ENERGY CODE,CHAPTER 15. o REMOVE IEI DOOR,OVHD. GROSS FLOOR AREAS: ---J NOT INCLUDING \_/ J SHADED WALLS INDICATE NEW/MODIFIED WALLS J DOOR AND FRAMES AND MEZZANINE Z m ±12,000 S.F.FIRST FLOOR L Q PROVIDE 1-HOUR INFILL ♦11,TMgF.MEZZANINE UP 1•IIR ttNAHT DI'YI61N_�0 WA11 r a WALL PER WALL LEGEND. REMOVE IEI DOOR,OVHD. � W CO ROOF NOTES 113,175SF.TOTAL AREA EXISTING STORAGE INFILL WALLS MATCH AND ALIGN WITH = L Z MEZZANINE ABOVE DOOR AND FRAMES AND EXISTING DEMISING WALL CONSTRUCTION- r A E%ISTING 1,12 STANDING SEAM METAL ROOF SYSTEM TO , PROVIDE 1-HOUR INFILL GC TO VERIFY 15EXISTING DEMISING WALL UNOBSTRUCTED TWO EXITLENGTH 200 WALL PER WALL LEGEND. CONSTRUCTION IS 1-HOUR RATED IPER Z W F REMAIN. GO TO VERIFY POSITIVE DRAINAGE IS PROVIDED ILI- EGRESS TRAVEL TOTAL LENGTH==162'-0° P ±1,175 S.F. UL►419)WITH ONE LAYER 5/8"GWB ON ROOF TO ALL ROOF DRAINS - MAX DISTANCE FROM ANY POINT /T�� EACH SIDE OF EXISTING MIN 2X6 W000 LL LL Z B DC TO COORDINATE WITH WILDING PLUMBING AND SITE TO EXIT IS Less THAN 100'-0" OR 6"METAL STUD FRAMING AT 16"O,C, O O Z W UTILITY CONTRACTORS TO INSURE THAT CONNECTIONS IPER IBC tma3 eXO.2I N w OETW[[N RAIN WATER LlAOlRS,STORM DRAIN SYSTEMS, hHN Oep{C[tTRUCjyIJ FRAvIN-C„• I.L Q WILDING SANITARY AND SITE SEWER SYSTEMS ARE INTACT 6" S16 STUDS,20 GA IRON,MIN U p to 2 6005162-301 AT 16"L WITH 5/6'GWB < U) V F C GC TO PATCH AND REPAIR ROOF AT ANY NEW ROOF EACH SIDE FIRE! WALL AND CEILING PER l/J VENTING PENETRATIONS PER VENT AND ROOFING MFR, SECTION. FIRE TAPE AND CAULK ALL Q m REQUIREMENTS AND SPECIFICATIONS- SEAMS AND PENETRATIONS. Z �m = N W PARTITION W L LS Ly Z z N 1 1 1 O 3 3625162-301 AT 16"D0 C WITH(5M,; 0 MIN � LEI rn LEVELS OF INSULATION CONSTRUCT NON-RATED T REFER TO ENLARGED PROVIDE 3/4"PLYWOOD A23 GWB EACH SIDE TO 2"MIN ABOVE ACT 0 O Z PLAN FOR NEW Z W Q WALL ASSEMBLY SIM. 1 TO 4'-0"A F.F-AROUND AND GRID. BRACE PER DETAIL J ) ROOF: IEI UNKNOWN,IEI TO REMAIN VeRIFT TO 1-HR_OFFICE OFFICES,DOOR/WINDOW PERIM. OF SHOP AREA - PROVIDE ACOUSTIC BATT IN9UL IN NEW STRUCTURE FRAMING. KEYS AND EXITING WALLS AROUND OCCUPIED CONDITIONED .. 0 Q S OZ CONDITION( 2010• --,---------- ---------- ROOMS,USE 6"METAL STUDS(MIN, /A '7 U' EXTERIOR FRAME WALLS: IEI UNKNOWN,IN TO REMAIN(VERIFY / 6". 6005162-301 AT FIXTURE LOCATIONS, uJ L CONDITIONI S' IT-0. ,0"Y*o* I tOM VERTICAL GLAZING: MAX.U•FACTOR AND MAX.SHGC OF I REMOVE IF)DOOR AND >✓ NEW DOOR_ < � W r q 0.AX.001101.E GLAZED AND NFRC _ _ FRAME AND PROVIDE S S REFER TO KEYS ON PLAN AND SEE n CERTIFIED(MFR 5C MAY BE USED IN - I 1-HOUR INFILL WALL u A2J DOOR SCHED,SHEET A2.1 SEE FLOOR LIEU OF SHOO) \ / I 1 PER WALL LEGEND- PLAN NOTE F.ON SHEET Al Y O REVISIONS IJ10 I WOMEN 1 A OPAQUE DOORS: IEI U-FACTOR UNKNOWN,IEl TO _ PROGRAMMING CONFERENCE (I- NEW WINDOW: NO DATE BY REMAIN. I Rt11� 106 L"", 10: OFD REMOVE EXISTING REFER TO WINDOW SCHEDULE, ENTRY DOOR: MAX.U-FACTOR 0.40 FOR WSNECI, MMJA I CE TWO OFFICES 1 T SHEET A2.1 DOUBLE GLAZED AND NFRC CERTIFIED I I 101 I SHOWN DASHED. $ LF PERIMETER SLAB: IEI R-VALUE UNKNOWN,(E)TO REMAIN I JA HAILN/AY '11.635 S.F. 11ALLWAl FOR ANY MODIFICATIONS TO INSULATION I - 116 :�0 ICE AREA /1� ( +�•a A EXPOSED INSUL.MATERIALS INCLUDING FACINGS AND VAPOR TBSTpJGBARRIERS,SHALL HAVE A FLAME SPREAD RATING NOT TO TZtE%CEL'0 Y8,ANOA51+pK!OCVSITY NOT TO[%ClEO 450,ANDSNAIL OE IN SUBSTANTIALCONTACT WITH THE WALL I -OR CEILING SURFACE. $ _� MTdNET1E OFFICE OFJICl. RECEPTNN!• tO4101 100 ISSUE DATES B PROVIDE 4 MIL VAPOR BARRIER AT INTERIOR FACE OF S1� NSRZROS!% L .��STUDS AT ALL BATT INSULATION. I jp7DESIGNAPPROVAL: OW04112 PERMIT SUBMITTAL: OB104/12 _ - EF D PERMIT RECEIVED: FIXTURE CALCS --- , I i REFERENCE KEY PLAN BID DOGS: OW30/12 NEW HEAT PUMP I I LOCATION ON NEW ` 120A ' -_'^) SCALE:1"=60'-0" CONSTR.DOGS: WG FIXTURES REQUIRED(TOTAL): 1 I I CONC,PAD,SIZE AS `�-_=---------- ------ - l ----� ION WC FIXTURES PROVf0E0(TOTAL): 4 PER MECHANICAL I • SHEETINFORMA AS L___J 10,)BS/100.10$/1 51 24"x36'SCALE: AS NOTED (INCLUDING URINALS) BID/DESIGN PLANS, OCO.%.2•10.$°MIN. - LAV FIXTURES REQUIRED(TOTAL): 1 3DOOR WIDTH REQ6"EXIT PROVIDED FILE: 12-16All I . PLOT DATE: 06109/12 LAM FIXTURES PROVIDED(TOTAL(: 3 lull JOB NUMBER: 12-17 DRINKING FOUNTAINS REQUIRED: 0 1 CHECKED: DBTrFKG /TKG DRNKNG FOUNTAINS PROVIDED: 0 • DRAWN: TKG STATUS: PERMITIBID BASED ON 2009 WASHINGTON STATE AMENDMENTS,TABLE 1 2902.1-MINIMUM PLUMBING FIXTURES: OVERALL TENANT FLOOR PLAN 1$,000 S.F.MFR.SHOP(BASED ON GROUP F)X 1/2000=6 GQ-,/ OVERALL TENANT FLOOR PLAN OCCUPANTS 1,635(BASED ON GROUP B OFFIGEI X 1/200 ABOGG -TOTAL 14 OCCUPANTS. 1/8"=1'_D^ APPRO%.TENANT GROSS FLOOR AREA:13,115 SF. I LESS THAN 15 OCCUPANTS ALLOWS ONE UNISEX TOILET TO BE PROVIDED PER 2009 IBC 2903.1,EXCEPTION 1. r FLOOR PLAN NOTES O O WALL LEGEND 3829 A. DO NOT SCALES ARE DIMENSIONED FROM FINISH FACE EXISTING METAL BUILDING SYSTEM: CORRUGATED METAL DWGS,WRITTEN DIMENSIONS GOVERN �_ EXISTING CONDITIONS/DEMO LEGEND: V71." • _ ALL PARTITION OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE 6Y•6• NOTED.ALL DIMENSIONS MARKED'CLEAR"OR"CLR" WALL PANELS AND STANDING SEAM METAL ROOF PANELS P/Z-GIRTS AND STEEL TRUSSES W/WALL AND ROOF an ' SHALL BE MAINTAINED AND SHALL ALLOW FOR NOTE: 7'0" 4'-6"CLEAR 15`•4• 10'•F 14`•N• 9LB• INSULATION AND VAPOR BARRIER ON INSIDE FACE. {uTEOT WAvarur THICKNESSES OF ALL WALL FINISHES,U.O.N. REFER TO INT. • B. "ALIGN"MEANS TO ACCURATELY LOCATE FINISHED ELEVS,FOR MIN, 4'-0" 4--0• 61 4�0` 6•• 4L0" 6" 4'-0" 6'-2• 4'•0" "0• FACES IN THE SAME PLANE. CLEARANCES AND O O O EXISTING INTERIOR WALLS AND DOORS 11SM EQUIPMENT KEYS O O TOEB C- DIMENSIONS MARKED t MEAN A TOLERANCE NOT . (DSH _ MS E REMOVED(SHOWN DASHED ON All),INCLUDING ELECTRICAL S ATTACHED TO WALLS. ARCHITECT: GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED - - EXISTING CONSTRUCTION TO REMAIN DANIEL B.TAYLOR DDAENSION,U.O.N. VERIFY FIELD DIMENSIONS EXCEEOINO TOLERANCE WITH THE ARCHITECT.SECURE ARCHITECT'S WOMEN'S R I ARCHITECT,PL APPROVAL. R 11 CONTACT: RA EL TAYLOR D. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, I EXISTING DOOR TO REMAIN. 1639 HARBOR AVE.SW,fg04 SPACKLED AND SANDED SMOOTH WITH NO VISIBLE _ A JOINTS. PATCH AND REPAIR SURFACER MATCH m, ����,,, PROGRAMMING m CONFERENCE SHADED WALLS INDICATE NEW/MODIFIED WALLS PHONE:(206)465-2491 NT ADJACE OR ADJOINING SURFACES WHERE REQUIRED. � B�b 106 0 �� t02 EMAIL: i05 ALL SURFACES SHALL BE ALIGNED. �-'� E. ALL CASEWORK TO BE FASTENED TO THE PARTITION _- EX TENANT (SING W WALL& WALL PROVIDE BLOCKING FOR ALL MILLWORK NOT _. _ / GCIINF TO WALLS MATCH AND ALIGN WITH EX DEMISING WALL CONSTRUCTION. tou OrvlC6 GC TO VERIFY EXISTING DEMISING WALL mfia m1A 10t CONSTRUCTION IS 1-HOUR RATED(PER SUPPORTED BY FLOOR OR ABOVE 4'-0"HT. ttla O / F. INTERIOR DOORS AT FRAMED WALLS TO BE LOCATED 4" _ I ULf 419)W]TH ONE LAYER 5/0"GWB MIN.CLEAR FROM ADJACENT WALL FINISH,UON, EACH MITE OF EXISTING MIN.2X6 WOOD REFER TO DOOR SECTION DETAILS W =64'_On MAX TRAVEL DISTANCE OR 6"METAL STUD FRAMING AT 16"O.C. { 11 J 11M ttu i (100'-0"MAX PATH OF TRAVEL HALLWAY R N2'•M. HALLWAY I-MR OFFICE STRVCTURC FRA_�!)NQ, yJ O JAM. 113 112 6"MTL STUDS,20 GA IU,O,N,MIN 1 I 1 G. FINISH FLOOR REFERENCE DATUM EQUALS(0'-0"). 11p' ALLOWED PER IBC 10143 E%C 2.1 1ptq 6005162-301 AT 16"oC WITH 5/8"GWB LJJ H. PROVIDE CEMENTITIOUS BACKER BOARD OR WATER A v RESISTANT GWB SUBSTRATE IN WET AREAS PER FINISH EACH SIDE OF WALL AND CEILING PER MFR.REQUIREMENTS. SECTION. FIRE TAPE AND CAULK ALL V L SEAMS AND PENETRATIONS. > Z L REFER TO TYPICAL MOUNTING HEIGHTS DIAGRAMS StP ` tovq \meq EON IgWI� n7R Z \ NGS1f.�.RI17]OMJNe1.LCs n/ \ , 3-5/8"METAL STUDS,20 GA.IMIN. LL W ____ a 3625162-301 AT 16"D.C.WITH 5/8" W J, REFER TO SCHEDULE SHEET FOR REQUIRED E KITCHENFTTF �7A OFFICE OFFICE RECEPTION OWB EACH 510E TO 2"MIN ABOVE ACT ACCESSIBILITY SIGNAGE INFORMATION < B 2 O toe C ' 101 l03® / t� AND GRID. BRACE PER DETAIL, W PROVIDE ACOUSTIC BAIT INSUL,IN NEW V/ W K. ALL INSTALLED FURNITURE AND CASEWORK TO MAINTAIN b _L SEE O •o WALLS AROUND OCCUPIED CONDITIONED •_ w AN ACCESSIBLE ROUTE OF TRAVEL AND A MINIMUM A 7 FLOOR 7 B Jm ALL TENANT D PER ROOMS.USE 6"METAL STUDS(MIN. U NEIfS RR; —�_, TENANT STANDARDS CLEAR AREA OF 30"x40"l5 TO BE AVAILABLE AT THE -�/3] PLAN � �� 6005162-301 AT FIXTURE LOCATIONS. Z O RECEPTION DESK THE ACCESSIBLE AREA OF COUNTER tW r NOTE L A tOT SEE FLOOR PLAN 101A TO BE A MAXIMUM HEIGHT OF W-10" NOTE K _ NEW DOOR: L. KITCHENETTE BASE CABINET TO BE A MAXIMUM HEIGHT D S S REFER TO KEYS ON PLAN AND SEE 1 p I DOOR SCHED,SHEET A2.1.SEE FLOOR I— A OF 2'-10"AF.F. REFER TO DETAILS. _R R �J LL AND EQUIPMENT SCHEDULE. ( PLAN NOTE F.ON SHEET A1.2 EA M. FIRE EXTINGUISHERS ARE NOT SHOWN ON THIS PLAN \ 2pn O 0 O 1ppA O UGC B NEW WINDOW: W PROVIDE PORTABLE FIRE EXTINGUISHERS AS REQUIRED \ B�F BY THE FIRE MARSHAL. - EXITING REQ.: 1,635 REFER TO WINDOW SCHEDULE, 5,F/100=17-RC X.2 1 T SHEET A2.1 L N REFER TO SCHEDULE NOTES ON SHEET A21 FOR 3'•4' 1216" 4L0" 3••0" 2A '.A`OA B'•6• 6'-2" 6•,0 3"AND 1 EXIT RED,LEST J J Z N ADDITIONAL CODE REQUIREMENTS FOR DOORS AND " 30"X AREA Z # WINDOWS. THAN 50 BCC,3D EXIT ' H WIDTH PROVIDED 30"X 48"CLEAR WHEELCHAIR AREA O qtg• 7L30 IFrtF t0�p 14L61 REDO.FOR FRONT ACCESS AT LAVS /, Q O. AISLES SHALL BE PROVIDED AND MAINTAINED IN ALL I AND SINKS,AND 5[S, ACCESS TO PORTIONS OF THE BUILDING TO REQUIRED EXITS: 36" GC TO CUT LEI GIRT AND PROVIDE ; KITCHENETTE SINKS, 56°DEEP X 60" Z K MIN.1N WIDTH WHEN OBSTRUCTIONS ARE PLACED ON NEW T.S.POSTS AT NEW DOOR WIDE CLEAR AREA AT TOILETS,AND W a ONE SIDE,AND 44"IN WIDTH WHEN OBSTRUCTIONS ARE AND WINDOW OPENINGS PER FLOOR PLAN MINIMUM CLEARANCES AT DOORS PER U, DETAILS S S L Z ON TWO SIDES METAL BLDG.SUPPLIER DETAILS r CONCREAND TTE CURB FOR CUT THRESHOLD Z I/4"=V-0" APPROX.FLOOR AREA:31,635 S.F. - W 7 CEILING NOTES TO MATCH(E)ADJACENT DOOR ^ LU REFER'CH FLASHING DETAILS Az CEILING LEGEND O A COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE U1 CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, ALL LIGHTING FIXTURES ARE NEW IN OFFICE AREA, /�/ Q p- DUCTS,PIPING,CEILING SUSPENSION SYSTEM,ETC, O LIGHTING L SHOP AREA IS LISTING TO REMAIN,U.O.N. w \ 2 H- NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS CI REPLACE ALL LAMPS AND BALLASTS IN FIXTURES THAT W U ❑ W INDICATED ON ARCHITECTS DWGS. ARE E%15TIN0 TO REMAIN fA B PERIMETER CEILING ANGLE,WHERE OCCURS,SHALL OE 2'X4'SUSPENDED CEILING AND GRID. vJ j o INSTALLED TIGHT TO VERTICAL SURFACES,FREE FROM REFER TO DETAIL FOR SEISMIC I Z .5 CURVES,BREAKS OR OTHER UtREGU-_ARITIES AND PAINTED BRACING 5 N ¢ W LL z LU TO MATCH CEILING FINISH A2.4 O p LU = � C FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED 5/B"GWB o/fi"M.S.FRAMING AT Z J Z W D LIGHT FIXTURES,AND OTHER CEILING ELEMENTS SHALL BE Q 16"O.C.1N RESTROOMS. Q < Q z CENTERED IN THE VXV OR 2'X4'SECTION OF INDIVIDUAL C`" /n Q Z CEILING TILES U.O.N. 50 cFr4 I V/ Z Z v°'i((DD E PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT ®�N N�` ® ® � 2'X4'W/I31 32W-TB RECESSED LENSED L F Z AND SYSTEM MAINTENANCE,AND MATCH ADJACENT TROFFER FLUORESCENT LIGHT FIXTURE. Q w N CEILING FINISH U.O.N. J W m F. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION LENSED ITROFF RB FLUORESCENT NT SURFACE UN LIGHT REVISIONS FOR VARIOUS ABOVE-CEILING ELEMENTS ARE TO BE FIXTURE.- DE51GN BUILD,DOCUMENTATION BY OTHERS(PERMITTED qLS' B'd'AFF; SEPARATELY) i•C.1Y8 CLNG •K .F.F. B'-B"A F. •B'•0' F.F. 'AFF. o NO DATE BV ACT GRID CTB lD ACT GRID ACT WALL MOUNTED LIGHT FIXTURE G. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR ABOVE LAV W/I3 24W CFL /L SIMILAR COVER OVER LOUVER,LENS,BAFFLE,ETC.TO - - ® [Q,] AVOID IXTURE SOILING OR DAMAGE,FD(TURES SHALL BE MAINTAINED CLEAN AND AS NEW,ALL LAMPS SHALL BE 50 CFM RECESSED CEILING FAN IN RESTROOM F NEW AT PROJECT COMPLETION SS'A F- J`�''` �ACTR ID I MECHANICAL DIFFUSER AND GRILLE. '-6"A GENERAL NOTES FOR FIRE SPRINKLER Q + . DESIGN BUILD CONTRACTOR: TB GRID _ - 1 ISSUE DATES FOR MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM MECHANICAL RETURN AND GRILLE. A. SPR;NKLER 0E916N/BUILD CONTRACTOR IS RESPONSIBLE FOR A"S.-0.vF 8' 'AFf._ FD 'AFF. •GA F- B' 'AFF. DESIGN APPROVAL: 03/30/12 COOROINATSON WITH OTHER SYSTEMS TO AVOID CONPILICTS. �ONISQ.NO �AC 8 J AE fiGRI T8G ID SAC 80R1 r � UNIVERSAL CEILING OR WALL PERMIT SUBMITTAL: 06I04/12 V�J MOUNTED LED EXIT SIGN, PERMIT RECEIVED: B- FIRE ALARM CONTRACTOR TO PROVIDE DRAWINGS WITH THE LOCATION OF ALL AUD:OLE AND VISIBLE FIRE ALARM DEVICES LEGEND NOTES: BID DOGS: 05130112 WITH THE DESIGN/GUILD SUSNUTTAL LOCATE FTA PANEL AE%T R,-0,AF_T CONSTR.DOES: TO SPRINKLER RISER Q� __ N A. LIGHTING AND MECHANICAL INFORMATION IS ILLUSTRATED C AUTOMATIC SPRINKLER PLANS MUST BE SUBMITTED TO AND SJ GLVB ClT1O' Eli \ N I FOR REFERENCE PURPOSES,ONLY,TO INDICATE THE DESIGN INTENT, MODIFY LOCATION OF SUPPLY AND SHEET INFORMATION APPROVED BY THE CITY RETURN AIR DIFFUSERS PER MECHANICAL BID/DESIGN 24"x36'SCALE: AS NOTED PLANS. MECHANICAL DRAWINGS AND ELECTRICAL D. S►AINKLER SYSTEM TO BE MONITORED FOR WATER FLOW AND ® ® PLOT DATE: 06/04/12 TAMPER CONDITIONS BY A UP LISTED CENTRAL STATION DRAWINGS GOVERN OVER THIS PLAN AND ARE DEFERRED SUBMITTALS. MONITORING AND SET UP OF CENTRAL STATION TO Be BY 50 CFM 50 GFM O CAD FILE: 12-17Al2 OWNER TAMPER SWITCHES SHALL BE INSTALLED ON ALL VALVES LLB. THE ELECTRICAL SUB 1S RESPONSIBLE FOR PROVIDING JOB NUMBER: 12-17 CAPABLE OF SHUTTING OFF ANY PORTION OF THE SYSTEM THE REVISED WSEC LIGHTING CALCULATION FORMS WITH THE CENTRAL STATION SHALL BE ONE APPROVED BY THE CITY. DEFERRED ELECTRICAL PERMIT APPLICATION,IF REQUIRED CHECKED: DBT/TKG SPRINSLER SYSTEM TO HAVE BOTH INTERIOR AND EXTERIOR AUDIBLE ALARMS BY THE CITY. DRAWN: TKG E. SPRINKLER SYSTEM TO HAVE HEADS MODIFIED FOR NEW C, 2009 WSNEC PRESCRIPTIVE LTG-INT TABLE 15-1 UNIT STATUS: PERMIT/BID REFLECTED CEILING PLAN AND HEIGHTS LIGHTING POWER ALLOWANCE 1-PA BREAKDOWN: ENLARGED OFFICE FLOOR PLAN REFLECTED CEILING PLAN LIGHTING USE IDF.(W/ F ALL OUTSIDE SO!'FITlOVEIIHAN05,PROJECTING GREATER THAN AND REFLECTED CEILING PLAN 48"FAOM THE FACE W THE BU1LD{ND SHALL BePROTECTED BY 1,635 x,91 LPA S0.IW/S,F. 1,488 ALLOWED WATTS THE FlllE SPRINKLER SYSTEM-NFPA 12 WAX,N EXCEPTION FOR Z 2 - — - D. LIGHTING DESIGN INCLUDING DAYLIGHTING ZONE CONTROL, A 1 .2 NON•CONOIISTtOLE OR LIMITED COMBUSTIBLE CONSTRUCTION. 1/4•=1'•0• G. CONFIRM LOCATION OR PROVIDE RECES6Eo MOUNTED KENO%BOX REDUCTION AND SHUT-OFF CONTROLS AND SENSORS ARE OUTSIDE THE BUILDING ON THE OUTSIDE WALL. COORDINATE TO -R IN CONFORMANCE WITH THE 2PTE WASH MGTON NON-RESIDENTIAL ENERGY CODE,CHAPTER 15, LOCATION WITH FIRE MARSHAL DOOR SCHEDULE ,D,A FBE RIDftM OROOMM" ROOM FINISH SCHEDULE SCHEDULE NOTES DOOR FRAME RAE CLASS HDWR FURN I INSTALL BY WALL 3629 NO SIZEIW%11) MATERIAL THK TYPE MATEWALICOLOR TYPE RATING TYPE DRIP REF DTL iCIC FOIL NIC REMARKSILOCATION o GENERAL SCHEDULE NOTES: REOWTERED ROOMN ROOM NAME BOOR BASE NORTH SOUTH FAST WEST CEILING REMARN6AOCATION ��, ARg1111 T t00A 3'-0"%]'-O'(VERIFYI 4-112-STOREFRONT!.3W C CLEARPNODQED MFR NIA 114"TEMP TENANT 2&9IP23 x MI►P�7I IYMENIXT 1DD RECEPnaN CPTI RB1 PNTI ANTI PNTI PRT1 A1;IADNO A. FIELD VERIFY EXISTING FRAME SIZES 101A 3'-OCX7%0` SOLD CORE WOOD I-3W A HOLLOWMETAL 2 NIA 1/4"TEMA TENANT IS— X OFFICE r B. LOCATIONS OF SAFETY GLAZING: - 102A 3=0'%]''-0" SOLID CORE WOOD -3I4' A HOLLOWMETAL 2• NIA /4'TEMF1 TENANT 6rP23 % CONFERENCE 101 OFFICE GPTt RBt PNiI PNTI PNTI PNTI A1:iLDllq 1wfNL�TAYIDR OPENINGS WITH A VERTICAL EDGE WITHIN O OF:60 A slAngwAT4Ma1 103A jdxrd SOLID CORE WOOD,I.314' A HOLLOWMETAL 2• NA 114-TE TENANT 61A23 x OFFICE 102 CONFERENCE CPT1 RB1 PNTI PNTI PNTI PNTI T&GRID DOOR OPENING AND THE BOTTOM EDGE BELOW 60" A,F.F.,AND: 104A 3'-D'X7'-0" SOLID CORE WOOD 1.314' A HOLLOWMETPL 2' NIA 1/4"TEMN TENANT 61A23 % OFFICE 103 OFFICE CP11 RBI PNT1 PNT1 PNTI PNT1 ACT&GRIO 105A 3'-o"x7'-D- sOLDCOREMOD 103 - A HOLLOWMETAL 2- NIA 114^TEMN TENANT 31A 3 x OFFICE OPENINGS MEETING ALL THE FOLLOWING: 104 OFFICE can RA1 PNTI PNTI PNTI PNn 1. BOTTOM THAN ACTS GRID 1. BOTTOM EDGE LESS THAN 18" ARCHITECT: 1OfiA 3'-0•X]'-0' SOLID CORE WOOD lal4' A HOLLOW NETPL j` NIA "TEMA,TENANT 61P23 % PROGRMM4NG 107A 3'-0'X7'-0' SOLID CORE WOOD 1-3A' 0 HOLLOWMETAL 2' k314HR NIA TENANT 61A23 X UNISEXTOILET 105 OFFICE BAR PNTI PNTI PNTI PNT1 P.CTB GRID FROM FLOOR. 2. TOP EDGE GREATER THAN 36"ABDYE FLDDR. DANIEL B.TAYLOR 10BA 3'-0-XT'-O" SOLOCOREWOOD 1a14- A HOLLOWMETAL 2' Il4•TEAY TENANT 61P23 x KITCHENETTE 106 pROGRpAlAONG CPTt RB1 PNTI PNTI PNTI PNTI ACT&GRIO 3. GLASS AREA GREATER THAN 9 SQUARE FEET, 4. WALKING SURFACE WITHIN 36"OF THE GLASS UNIT. ARCHITECT,PLLC 109A 3.0-X]'-0- SOLIDCOREWYJOG 1,Vr NDUAW&ETK. 2' N/A TENANT 61A23 X MEN'SRESTROOM 10l UwSE%TOILET CTt CTBI -G GWB 110A rrxra SOLID CORE WooO/•W a HOLLOW METAL z' NIA wA TENANT s1Az3 x JANITOR CLOSET ENT,-FRP F TrF PNTI FRP OTHER LOCATIONS AS REQUIRED BY THE IBC,AS CONTACT:DANIEL B.TAYLOR 111A A0-%]'-0" SOLID CORE MOD 1-314' B 11o111>NIEIK 2' NIA TENANT 61P23 X WOMEN$REATROOM 10B KITCHENETTE RBI PNTI NPNTIRP PNPNTIRP PNn ACT&GAIO REQUIRED FOR STRENGTH,OR AS RECOMMENDED BY THE 1839 HARBOR AVE.SW,iK104 GLASS MFR, SEATTLE,WA 98126 MA 3-0-XT-0- SOODCOREWOOD 1-314' A HOLLOWMETAL 2- 1/4-TEMP TENANT 61P23 x HPLLWAY 109 HENS RE STE CO- CTI CTBI FRP WB G1. GWB PHONE:(208)485-2�_..= 4�91 M_ PNTI,FRP PNTI FRP PNTI{flP EMAIL:{ 1 18 9'-0'x7'-Y SOLIDCOREWOOD 1314` A HOLLOWMETAL 2" 114"TEMF TENANT RA23 x HALLWAY -QW41, - aN-} DOOR SCHEDULE NOTES: 110 JANITORCLOSET CTt CTO PN11,{RP PNTI.FRP PNTI.FRP .11.111P GwB 113A 3'-0"XT'-0' SOLID CORE WOOD 1-3r4' A HOLLOWMETAL 2" WIRED TENANT 6IA23 X EMOKE SEA-&CLOSER \Nft ve M REFER T 0 SHEET 12 DR 120A�12'PR lrXr.W HOLLOWMETAL 1-31d• B HOLLOW MTTAL 2' NIA NIA TENANT' 91P23 X 'SEE NOTES &2 BELOW 111 WOMEN'S RESTROOM CTI CTBI PNTI FRP PNTI,FRP PNTI,FRP PNTI FRP GWB ADDITIONAL DOOR AND HARDWARE NOTES 120E '-"X 12'-0' STEEL COILING MFR 0 PER NFR MFR NIA NIA TENPNT 9IP23 % LOADING DOOR 112 HPLLWgY CPTI RBt PNTI PNTI PNTI PNTI gcTB GRIDB. MAIN ENTRY DOORS SHALL HAVE A KEY LOCKING DEVICE. 1AR 5'-fi'X12'-0' %YtlE1RI1.fTYD 3' E HOLLOW METAL 2' NIA NIA TENPNT SIM3 MRQI.OF63ND NIIDF3 113 HALLWAY CT1 RB1 PNTI PNTI PNTI PNTI ACTS GRID THERE SHALL BE A READILY VISIBLE DURABLE SIGN 121� 3'-0'%1'-0' HOLLOW NETPL 1-314' A HOLLOW MFTPL 2' NIA NIA TENANT SIV2 X TESTINGRGOM ADJACENT TO THE DOORWAY STATING,"THIS DOOR TO NOTES:1 GC TO PROMDE PANIC HARDWARE ON THE EXISTING EXITOOOR AND THE NEW EMT DOOR FROMSHOP AREA REFERTOFLOORPLAN 120 ATS SHOP AREA CONC NONE PNTI PNTI PNTI PNTI OPEN REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" THE SIGN SHALL BE IN LETTERS NOT LESS THAN 1"HIGH ON 2 GCTOPROVIOEA212'PROJECTION METAL DRIP CAPA90VE ALL EXIT DOORS-SEALANDATTACHMFR REO 121 TESTING CONG NONE PNTI PNTI PNTI PNTI OPEN A CONTRASTING BACKGROUND,THE USE OF THE KEY-OPERATED LOCKING DEVICE IS REVOCABLE BY THE DOOR TYPES: 20D STORAGE MEZZANINE CONE NONE PNT1 PNTI PNTI PNTI OPEN BUILDING OFFICIAL FOR DUE CAUSE, � SCALE:1/4"=1'_0" NOTE:USE LIGHT ORANGE PEEL TEKTURE FOR OWE WALLS UNLESS OTHERWISE NOTED C. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE U WITHOUT THE USE OF A KEY OR ANY SPECIAL .•��•��c •� INTERIOR FINISH SPECIFICATIONS KNOWLEDGE OR EFFORT ' Z III///../yyyLLL- sRs01lF FORNIINSTALLBY D. BARRIER FREE ENTRANCE REQUIREMENTS:LANDINGS AT W DOORS SHALL BE NOT LESS THAN 60 INCHES IN WIDTH VISION PANEL:1/4" aREAs DESCRIPTION MFwsTVLE PRooucT NO Fcw FDIC we RFMARKSILocgnoN AND IN LENGTH ON THE DOOR SWING SIDE. FLOOR W C LAMINATED OR ooR AND/OR LANDING ADJACENT TO DOOR SHALL BE NOT TEMPERED SAFETY MORE THAN 1/211 INCH LOWER THAN THE THRESHOLD DF U, W GLASS.SEE DOOR CONC sEALEDCONCRETE PER GC x THE DOORWAY, ! SCHED.NOTE I. - CPT1 CARPET mD.PER TENANT x 0 0 I SEE DOOR IP CARAMI:crA.E Teo-PER TENANT x E. EXTERIOR LANDINGS SHALL NOT SLOPE MORE THAN 1/4 F v / ' - -4 R CC INCH PER FOOT. O NOTE H IBgsE ' R01 4"CONTINUOUS RUBBER BASE TBD-PER TENANT X F. NEW SWING DOORS TO BE LOCATED 4"OFF ADJACENT PARTITIONS TO ALLOW FOR DOOR TRIM,UON. LL p1 FF CT81 6'CER. _RLECOVEDBASE TAD-PER TENANT x ^ WALLSISUMTRATE G. ALL DOORS IN EGRESS PATH TO PROVIDE FREE EGRESS CO SLL ❑A INTERIOR ©•INTERIOR © EXTERIOR FRP FIBERGLASS REINFORCED PLASTIC Teo-PER GC x H. DOOR SURFACE;ODOR SURFACES WITHIN 10 INCHES OF W G AND 1/4"TEMPERED SAFETY GINS 516 GYPSUMAOARD Teo-PER GC x THE FLOOR,MEASURED VERTICALLY,SHALL BE A SAFETY TEMPERED EXTERIOR WR.GWB 5r6'WATER RESISTANT GYPSUM BOARD TBD-PER GC x SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE SAFETY GLASS GLASS,DOUBLE GLAZED, FULL WIDTH OF THE DOOR. PARTS CREATING 1 N NFRC CERTIFIED PAINT HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE J PNn FIELD PANT TBD-PER TENANT x SHALL BE WITHIN 1116 INCH OF THE SAME PLANE AS Z T1 THE OTHER, CAVITIES CREATED BY ADDED KICK PLATE'- O PNT2 ACCENT FRANDT TRIM MD- -PMD-rERTENANT X SHALL BE CAPPED. /1 Q 12'•O• lY•O= PNT3 ACCENT FRPME TRIM PAINT TBD-PER TENANT % V 2 Y - sm1 DOOR AND FRAME STAN TAD-PER TENANT x 1. VISION CITES:DOORS AND SIDELITE9 ADJACENT TO G DOORS CONTAINING ONE OR MORE GLAZING PANELS W d --1k CEILING THAT PERMIT VIEWING THROUGH THE PANELS SHALL LiJ _ GC TO DESIGN-BUILD Gwta 518-GYPSUM BOARD TED-PER GO x HAVE THE BOTTOM OF AT LEAST ONE PANEL ON EITHER Z INSULATED TESTING ACT 2x4 ACOUSTIC CEILING TILE AND GRID ARMSTRONG PHODUCT 0 17 65 OR 61761 FINE FISSURED LOOK I x I THE DOOR OR AN ADJACENT SIDELITE 43 INCHES tY ROOM DOORS WITH MAXIMUM ABOVE THE FLOOR Q W F ROLLERS HEAVY-DU CASEWORK AND Z U W TY HINGES P-LM1 PL45TIC LAMINATE COUNTERTOPS BPOKSPLPSH mD-PER TENANT % a LL Z AND HARDWARE. HARDWARE SCHEDULE NOTES: O w P-Na fkMilD WwW[GENETHIDE{DONS TUD-PER TENPNT % Z REVIIEW DESIGN WITH A GC AND TENANT TO COORDINATE ALL DOOR AND ARCH TECT PRIOR TO MEL MIELAMNE CASEWORK INTERIOR D-PER TENANT X I Q o CABINET HARDWARE. ALL DOOR HARDWARE TO COMPLY - FABR CAI ION. WITH ADA GUIDELINES, W V O GJ B. ALL CLOSERS TO BE LOCATED ON INTERIOR OF THE U = F SPECIFIED ROOM. PROVIDE CLOSERS ON ALL EXTERIOR DOORS,TOILET ROOM DOORS,AND STORAGE ROOM DOORS, w o UNLESS OTHERWISE REQUESTED BY TENANT, I Z aJ m N ¢ W M C. PROVIDE WEATHER STRIPPING ON ALL EXTERIOR DOORS '` Ii Z Z N FF AND THE ACCESS DOOR TO THE CAR WASH AREA V O O ?R D. ALL FINISHES TO BE SATIN CHROME OR 55, REFER TO Z J Z W Q �D EXTERIOR �E INTERIOR FLOOR PLAN FOR RH OR LH SWING. K Q E- ALL DOOR HARDWARE SHALL BE SINGLE ACTION,LEVER O -< H O RELEASE TYPE HARDWARE. V J Z Z 1r�j C0 WINDOW/ GLAZING SCHEDULE O FOR TLOCA7 PONIS) EQUIPMENT SPECIFICATIONS Qt ELBVA*nONSEHEET A22 REQUIRED INTERIOR SIGNAGE: QI" Q NNX n J A ACCESSIBLE ENTRANCES;ACCESSIBLE BUILDING J W A- TOTAL MA% REF. WRN n1E1N1 RV ROUGFLIN REO FURNIINSTALLBY ENTRANCES SHALL BE IDENTIFIED WITH STANDARD NO OTY ICiASETHKXWXH) MANUFACTURER PRODUCTTYPE MERNISHICOLO (TGASF) FACTO DETAIL FDIC FDIC NIL REMARKEILOCATION NO OTY DESCRIPTION MNLSTYLE.PRODUCT NO FLED IPLMB GAS FEIC FDIC NIC RFJ&ARKSILOCATION SIGNS AND DIRECTIONAL SIGNS THAT COMPLY WITH REVISIONS A 1i4'%3•-0'X4--0' PER GC ITBD) 4+/1ET01EPRONt CLEARANOD ALUM 12 04 t&91A X I TERLY[ROMVRfN1FTLN1 01 3 FLOORMOUNTEDTOILETW'SPECFLUSHVALVE PMERICANSTANDARD 2234015 WHITE x x ICC/ANSI SECTION 704 AND ARE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS, N0- GATE BY B 2 1,4'X3'A-%4•-0" PER GC ITBD) 4--STOREFRONT CLEAR MOD ALUM 24 04 1891P23 X %wmyc0L0Rm.RNANN 02 / WALL MOUNTED URINAL WI SPEC FLUSH VALVE AMERICAN STANDARD,MAYERCOR6581013 X X Q C 1 114'X 4'-0•X W-W PER GC ITBD) 4-12'STOREFRONT CLEARANOD ALUM IS 04 189rA23 X WRIFYLOLORWITHTENANI 03 > OPEN WATER CLOSET SEAT AMERICANSTANDARD 5901100 WHITE x THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS D 6 114"X4'-0-X4'0` jM.Ln*4S%W FIXED,HM FRAME METAL PREFIN NIA RM 7IP23 x SMOKE SEAL 04 3 SURFACE MOUNT TOILET SEAT COVER DISPENSER BOBRICKB-0221 X REQUIRED TO IDENTIFY FACILITIES THAT ARE Ds SURFACE Mounrroaer PATER ROLL DISPENSER 00BRIGK B-02BB % ACCESSIBLE.THE SYMBOL IS TO BE A WHITE FIGURE > ON BLUE BACKGROUND(COLOR N0,15090)IN FEDERAL NOTE REFERTOLENELSOF INSULATION 11EETA1 I FOR MAXI-FACTOR INFORMATION 52 ISEEDOOR SCHEDULE FOR STORFRONT DOOR TGA) 06 3 FLUSH MOUNTEDPAPERTOWELAVASTE RECEPT BOBRICK A-369 x STANDARD 595A 07 3 WALL MOUNTED SOAP DISPENSER BOBRICK B4112 X BE BRAILLE:CONTRACTED GRADE 2 BRAILLE IS TO BE $1 , GRAB BAR SET(VERTICAL AND NOR IZONTAL) BOBRICK B-5806 k EET a7P.4rNP USED WHEREVER BRAILLE ISREQUIRED,DOTSTO BE 01WPLL NauNTFO LAVIWITH PIEE NsuunoN) ELKArLKeD4FOR EQux x x REFER To oETWL 9/Azz INCH ON CENTERS IN EACH CELLWITH.02 INCH SPACE WINDOW TYPES: BETWEEN CELLS. DOTS ARE RAISED A MIN.OF 0,025 ISSUE DATES LAVFANCETSET AVERICANSTD 6501170GREQUA4 x x INCH ABOVE THE BACKGROUND.SCALE:11411=1'-01, DESIGN APPROVAL: 03/30/12 ss FRAMED MRftoR AOBRICK 8z9D6 OR RE-usE Ewsnrvc x C CHARACTERS:LETTERS AND NUMBERS ON SIGNS ARE TO e6'-2' R0. ty=p R. 9,v_w R.O. 41'411 12 1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL BORRICK.B-270 % PERMIT SUBMITTAL OBID4/12 HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5 31`0+ 3b• NEII1Pfl �VER1fY) 4104 13 EA RESTROOMSIGNA.GE-WOMEN AMEN S&UNISEX TBD-PER GE x x REj[A TODETAL IiW> AND 1:1,AND A STROKE WIDTH TO HEIGHT RATIO PERMIT RECEIVED: 1,, 1 SS SINGLE BOWL KITCHENETTE SINK AMERICAN STANDARD 7501103 OR EQUAL x x BETWEEN 1:5 AND 1:10. WHEN RAISED OR RECESSED BID DOGS: 05/30/12 CHARACTERS OR SYMBOLS ARE USED,THEY ARE TO BE Is 1 I KITCHENETTE FANCETSET ❑ELTACOLLINS SINGLE HANDLE OR EQUµ x x RAISED OR RECESSED A MIN.1/32 INCH AND ARE TO BE CONSTR.DOGS: r . 16 1 DISEav z11ER TENANTSTANDARD x x x - SANS SERIF TYPE FONT. RAISED CHARACTERS ARE TO F�l` '.t 6 BE AT LEAST 5/8 INCH HIGH AND RECESSED SHEET INFORMATION y - o 17 { REFRIGERATOR TENANTSTANDAR� x x x 24"x36'SCALE: AS NOTED o < CHARACTERS AND SYMBOLS ARE TO HAVE A 1/4 INCH TENNl1ETAWDMD k x MIN.STROKE WIDTH. 19 9 1 ELECTRIC Wg ER HEATER TAD LOCATE PER GC REFER TO DETAL 121 3 PLOT DATE: 06104/12 20 f JANITOR CLOSET FLOOR DRAIN MD-PER GC k % REFER TO DETAIL BIP23 CAD FILE: 12-17A21 I__—J ! JOB NUMBER: 12-17 FF. FURN / INSTALL LEGEND CHECKED: DBT/TKG DRAWN: TKG O EXTERIOR O EXTERIOR O EXTERIOR O INTERIOR FC[C:FURNISHED BY CONTRACTOR,]NSTALLED BY STATUS: PERMITIBID 1/4"TEMPERED SAFETY 1/4"TEMPERED SAFETY 1/4"TEMPERED SAFETY V*TEMPERED CONTRACTOR GLASS,DOUBLE GLAZED, GLASS,DOUBLE GLAZED, GLASS,DOUBLE GLAZED, SAFETY GLASS, NFRC CERTIFIED NFRC CERTIFIED NFRC CERTIFIED DOUBLE GLAZED, FOIL FURNISHED BY OWNER/TENANT,INSTALLED B7 SCHEDULES FIRE-LITE 45 MIN CONTRACTOR ///��� /� NIC: NOT IN CONTRACT JALL FURNITURE SHOWN ON DWGS /` . 19 NIC) ,{• 2 3829 RE0,81ERE0 -6 0 19`-7• r6'-9• ,g r6'.g. D7`7• Wert o�wevlwor 6'-0"MIN 5'-O•MIN 51-0"MIN- _ E— PNT� E— PMt PLASTIC LAMINATE ARCHITECT: { PLM11 AT ALL DANIEL B.TAYLOR 0 1 I-t EXPOSED EXTERIOR w a PRP ' ® 8 F� ® O P� N ® SURFACES TYPICAL ARCHITECT,PLLC LL CONTACT:DANIEL B TAYLOR II . 1639 HARBOR AVE.SW,#304 _ 3/4"ADJUSTABLE . '_? SEATTLE,WA 98126 SHELF ON 2"0C, PHONE:(206)465-2491 Qt3'•9• © f•S` ❑A F6" O �4'-Or �A H'•Y © 1•M SHELF CLIPS EMAIL: OeR@16d1011011EW.Cpe V-6"MIN RS"MIN 0•M V-0•MIN, 3"WIRE PULLS PROVIDE BLOCKING l BEHIND CABINET ANO n < ® [N WALL AS REQUIREDul -w F: y� •\ P — UNDER CABINET LIGHT a V, FIXTURE IIF RED) �- W U © a © © 0 � W �1'1 MEN'S RESTROOM INT. ELEVS. 2 MEWS RESTROOM INT- ELEVS. UNISEX RESTROOM INTELEVS. KITCHENETTE UPPER CABINET W '_D" pEFER TO TYPICAL MOUNTING HEIGHTS DIAGRAMS,THIS SHEET 1/4'_�,,0.. REFER TO TYPICAL MOUNTING HEIGHTS DIAGRAMS,THIS SHEET ]/4^=1••O^ REFER TO TYPICAL MOUNTING HEIGHTS DIAGRAMS,THIS SHEET t-•t•-0- 12-17A22 (�•^' W V O MIN.CLEARANCE AT TOILET: ICWANSI SECTION 0043 60"MIN,WIDE THIS DIAGRAM IS FOR CLEARANCE,PERP.FROM SIDE WALL AND 56" MOUNTING HEIGHT REFERENCE L.L MIN.DEEP CLEARANCE PERP.FROM REAR WALL PURPOSES,ONLY, SOME OF NOTE: IN SINGLE STALL TOILET ROOMS, THESE FIXTURES MAY NOT BE - 1/ PROYIOE 2X6 P-LM2 UPPER PARALLEL APPROACH W NO OBSTRUCTIONS WITHIN THIS CLEARANCE. INSTALLED IN TH15 PROJECT. ` BLOCKING BEHIND CABINETS WITH ALLOWED IN KITCHENETTE 2'0• I/�, ALL FIXTURES ADJUSTABLE AREA PER A SECTION 36•GRAB BAR O I MEL SHELVES., 6062 EXCEPTION,. L N t V] r # 1B"VERTICAL GRAB BAR oe 1 Vt MAX - -_ PLASTIC LAMINATE < Z F IT MAX IPLM21 COUNTER 70P 11' 41•MIN. 42•GRAB BAR O PROVIDE 1S" - a AND BACKSPLASH Q GRAB BAR DEEP SHE MAX 5r'-4Y TOILET PAPER DISPENSER O MOUNTING REFER TO AT MICROWAVE _ 16 1 F u f1 " PROVIDE BLOCKING Z BEHIND CABINET AND W CL V S,GNABE b IN WALL AS REQUIRED 07 SOAP DISPENSER MIRROR = DETAIL 12 p-LM1 COUNTER- Z Z i TOP W/ H 16 ,l 3"WIRE PULLS SINK PER SCHED. K b o m x BACKSPLASH 'a I W ~ Z a cam• w m t� n Z ^ O w PLASTIC 5 LL Q Z GFI X m O LAMINATE IPLMII n O AT ALL XT. UU MELAMINE IMELI AT O W :E8 SURFACES,TYP. ALL CABINET fV_ ` INTERIORS TYPICAL /1 P-LM2 BASE <-___ 3/4'AOJV6TASLE W V - o _ CABINETS AT W = It o - a INSULATE = a ADA HT.6 SHELF ON 2"O.C. U ~o a a w UNDER SINK a s SHELF CLIPS INO m m WC- ' o °o PIPES o ADJUSTABLE 4"RUBBER X '1 SHELF AT SINK Q > F.F. MEL SHELF - AT TOE KICK 1 Z ad IAS SHOWN) VERIFY CABINETI /�'1// Q W TOILET SEAT COVER LAVATORY ELECTRIC RESTROOM 2�0� 2'-6• 2t•0• REFRIGERATOR Ly Z Z N 0, 0� Lu DISPENSER O '/�10 I 9 FORRFFEADD'°DTL L MIN. HAND DRYER O SIGNAGE 1j Q EQ NO SHELF POWER AND U O CLEARANCES WATER LINE Z O z >3: TYPICAL MOUNTING HEIGHTS DIAGRAM - RESTROOM FIXTURES &KITCHENETTE INTERIOR ELEV KITCHENETTE BASE CABINET � 0 F o- V/ Z Z CD a !2 N QJW �a INSULATE WATER--- PIPES AND DRAIN TO PREVENT CONTACT REVISIONS LINE OF REQUIRED CLEARANCE MIRROR (+ CENTERLINE OF NO DATE BY 0.0.CEILING t•INtSN FLOOR LEVEL DOOR ANO SIGN L\ X� DOOR AS SPECIFIED THRESHOLD O LIGHT SWITCH: DOTTED LINE TRANSITION THRESHOLD INDICATES LOCATION OF �J. E."z 2 BM LARGER PLATE IF NEEDED A.F.F. b 7X FOR MORE SWITCHES / ISSUE GATES 7w_ THERMOSTAT WOMEN'$ DESIGN APPROVAL: 03/30/12 HANDLE °- 1_�4. HARDWARE SET AS , RESTROOM PERMIT SUBMITTAL: OB/04/12 KNEE CLEARANCE B" 6' TOE CLEARANCE SCHEDULED\� vr-. o} PERMIT RECEIVED: r-V MIN,DEPTH N 6° NOTE: LOCATE ELECTRICAL 8 BID ROCS: 05I30/12 b TELEPHONE WALL OUTLETS& THRESHOLD AT DOOR aON WOMEN'S RESTROOM SIGNAGE EXAMPLE CONSTR,DOGS: F-5•MIN. EXPOSED PIPES AND SURFACES a y� F SWITCH PLATES 0 NEAREST UNDER LAVATORIES: m STUD FROM SCALED LOCATION PICTOGRAMS SHALL HAVE A FIELD WITH A HEIGHT OF 6"MIN. SHEET INFORMATION rt7L`AR- ON PLAN UNLESS OTHERWISE CHARACTERS OF BRAILLE SHALL NOT BE IN THE PICTOGRAM 24"x36-SCALE: AS NOTED PLOD-R WATER SUPPLY IBOTH HOT AND q �\ SPECIFICALLY NOTED NOTE: FIELD. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A SPACE COLD)AND DRAIN PIPES UNDER a NON-GLARE FINISH PICTOGRAMS SHALL CONTRAST WITH 1 PLOT DATE: 06/04112 LAVATORIES SHALL BE INSULATED INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER , 0 THAN 1/2 INCH ABOVE THE ADJACENT FLOOR LEVELS,EACH THEIR FIELDS,WITH EITHER A LIGHT PICTOGRAM ON A DARK CAD FILE: 12-18A22 OR OTHERWISE CONFIGURED TO DUPLEX OUTLET BLUE FIELD OR A DARK BLUE PICTOGRAM ON A LIGHT FIELD. 1 PROTECT AGAINST CONTACT THERE WALL MWNTEO FIRE EXPOSED EDGE OF THRESHOLDS SHALL BE BEVELED OR JOB NUMBER: 12-17 N 1 SHALL BE NO SHARP OR ABRASIVE SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT SIGN SHALL COMPLY WITH ICC/ANS1117.1 SECTION 703, EXTINGUISH AND/OR FIRE WAL TELEPHONE OUTLET 1____---- _J SURFACES UNDER LAVATORIES, EXTINGUISHER CABINET PROVIDE NO VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH, CHECKED: DBT/TKG F7r BLOCKING PER MFR RED -PINISH FLOOR DRAWN: TKG 4'-0"MIN STATUS: PERMIT/BID LAV CLEARANCES 10 TYP. MOUNTING HEIGHTS DIAGRAM S!r'TYYP. THRESHOLD TYPICAL ADA RESTROOM SIGNAGE "TER'QRELEVATI°NB AND DETAILS 0" 12-17Az2N. .S. 1217A22 3^=1'A' �l A2.2 i aezg ISGIETQAED 3/4"PLYWOOD DECK o/5/8" " - •I TYPE %'GWB o/6"METAL M'Maa TAMl011 STEEL STUDS, GA.1 4 -- OTM[Of wAAMgT 6005162-331 AT 6"D.C. BRACE PER DTLe INSTALLED GWB TOP AND BOTTOM TO COMPLY WITH - UL 0419. ACOUSTIC BATT INSULATION EXISTING METAL BLDG EXTENDED 2'-0"BEYOND EACH SYSTEM.REFER TO g CONNECT TO IEI METAL A, SIDE OF WALL ARCHITECT: FLASHING OETAILS e FRAMING(BEYOND)W/(21 012 ]' _ � _ 3 / /\ /\ / \/ y- SCREWS AT 16"O.C.GC TO DANIEL B.TAYLOR ,/ VERIF7 IEI CONDITIONS ACOUSTIC BATT -Q `\ ARCHITECT,PLLC BRAKE FLASHING BY /� /`_///\ I\ �__/` /` \ /` INSULATION 5TOREFRONT A.F.F.MFR. •10'-6"_ ___ \ � 1 � CEAING FRAMING ABOVE CONTACT:DANIEL B.TAYLOR 5/B"TYPE W GWB ll� `/ Q 11M� 1639 HARBOR AVE.SW,#3G4 BACKER ROD 6 SEALANT E SEATTLE,WA 90126 I'14'-0"A,F,F,AT T6'_P A.F.F.ACT GRID ANOL! AT EACH CROSS BRACE TESTING ROOM-VERIFY) 1 - - - - PHONE:(206)465-2491 SHIM �� ATTACH CROSS BRACING ANGLE !' STEEL STUDS AND TRACKS,20 GA STttL STUDS,20 GA.MIN \ EMAIL: ❑A IHEA�— -� \ - TO CEILING FRAMING ABOVE W/ ALUMINUM STOREFRONT )MIN.D.C.ATTACH AND AND BOTTOM AT ]�\ )615151->DI AT 16"OL JJJ �• WINDOW PER SCHEDULE I6" C,ATTACH TOP AND BOTTOM /` •-__ 121 POWER DRIVE EXPANSION TYPE - WITH POWDER ACTUATED FASTENERS 5/B"TYPE'X'GWB __ ANCHORS. VERIFY EXIST. AT 16"O.C.PER MFR SPECIFICATIONS. BOTH SIDES,U.O N, �) FRAMING ABOVE GWB CEILING IS STUDS TO BE CUT AT TOP 3/4"LESS ADEQUATELY SECURED TO RESIST THAN ASSEMBLY HEIGHT, V•:"- BASE TO MATCH IEI 5 PSF TRANSVERSE LOAD. .-� ACT CEILING TILE FIRE TAPE AND SEAL ANY SHIM �y!_ CONT-STEEL TOP AND BOTTOM PER RCP PENETRATIONS THROUGH GWB BACKER ROD 6 SEALANT 5/8"TYPE'X'GWB BOTH SIDES RUN TRACK,20 GA.IMIN 362T162-301 '^ GWB FULL HEIGHT AND PROVIDE /� ATTACH TO FLOOR WITH POWDER METAL EDGE TRI v/ P!R SCF@OIILE ACOUSTIC SEALANT BOTH SIDES TOP ACTUATED FASTENERS AT 32"O.C. PROVIDE RIGID STEEL C-STUD LIJ EXTERIOR BOTH SIDES, E AND BOTTOM WITH FIRE RATED CAULK AND PER MFR SPECIFICATIONS. CHANNEL BRACE®8'-0"O.C. ACOUSTIC BATT AT WITH SHEET METAL r, ACOUSTIC INSULATION PER FINISH FLOOR SCREWS,EACH END AT ANGLE L) WALL LEGEND !�- INSULATION BRACE TO RESIST 5 PSF \ �B SILL_ (_.... 1/B"FOAM TAPE 5/B"TYPE'X'GWB TRANSVERSE LOAD,ALTERNATE / Z FINISH FLOOR BOTH SIDES,UON- SIDES- '1 "H�..'J, � LLI 1 EXTERIOR STOREFRONT WINDOW n 1-HR OFFICE STRUCTURE FRAMING n INTERIOR PARTITION AT ACT 4 PARTITION HEAD BRACING 3"=1'-0" 12-17A23 1-HOUR WALL ASSEMBLY TO COMPLY WITH UL#U419 Y 3'"1'.0'. 12-17A23 ui 0 EXISTING METAL BLDG Z 0 SYSTEM REFER TO g FLA5HING DETAILS BRAKE FLASHING BY '�.J SIE"GYPSUM BD i , SIC GYPSUM BD. DOOR CLOSER O STOREFRONT MFR, �- EA.SIDE ---� BA SIDE DRAIN BASIN PER PLUMBING OWGS 111 5 PARALLEL ARM /- / LiJ L MOUNTING SHOWN METAL STUD WALL PER METAL STUD WALL PER 3�0•MIN. 3L0"YIN. 2-1/2"METAL DRIP UY --' PLAN DOUBLE STUD IINCL. 1/1" - PLAN DOUBLE STUD IINCL. r SET IN SEALANT � PER SLNCOUL[ � NAILER)AT HEAD AND JAMB P!R SLHtOUIt '" NAILER)AT HEAD AND JAMB. 0 7 # t --BALKER ROD AND + PRE-FINISHED KNOCK-DOWN - PRE•FINISHED KNOCK-DOWN I Q Z SEALANT,ALL AROUND, METAL FRAME AND TRIM, METAL FRAME AND TRIM 7YP AT DOOR 6 ATTACH TO WOOD NAILER ATTACH TO WOOD NAILER WATERPROOF / �A HEAD - MEMBRANE- I FLOOR FINISH U Z WINDOW OPENINGS WITH DRYWALL SCREW, 11 WITH DRYWALL SCREW,I11 CLAMP BETWEEN I TO DRAIN NEXT TO EACH RETAINER NEXT TO EACH RETAINER L ALUMINUM STOP w/ EXTERIOR CLIP PER MFR.REO, " CLIP PER MFR.REQ DRAIN FLANGE ( I— W D_ WEATHER STRIPPING 1 Z HEAD,JAMB,a SAL A❑HEAD(JAMB SIM,) I SLOPE DOWN SLOPE DOWN ALUMINUM &GLASS ' SAFETY GLASS,PERED i `' Q W F 0 UNIFORM UNWORN! DOOR _ 14 DOUBLE GLAZED, /� Q Z ❑B JAMB �A HEAD!JAMB SIM.1 WOOD OR METAL GLASS STOP 0 o ❑ F ALU5ETMINUM THRESHOLD DOOR PER SCHEDULE, a° 1 aD N 0 Z DI VERIFY THRESHOLD IN CAULKING ,I •`r v a � PROFILEW TEMAMT ��DOOR UNDERCUT 3/B" PER 9CHEDN.t LRVSHEO TILE OR I11 v ❑ N IMPROVEMENT FLOOR I 3�c AT HARD SURFACE, -� 1 1 _1 'O� Q , STONE o V I LL�J r/1 Z o FIMISNIS 2 a ya[ V1 PLUf,�ING FLOOR I. v/ Q o�O CONCRETE SLAB a F1N16H FLOOR - NOTE:INLET OF DRAI N TO DRAIN WITH WEEP I p Z M ELEV,O'-0' BE 1/2"BELOW FINISH xSLO � FLOOR ELEVATION OUTSIDE - HOLES Q W _ rt'>" PO'ING PER U O W�D OF 6'-0"DIAMETER DRAIN -� Z Z N i' ❑B THRESHOLD �B SILL BASIN D2MEftiREDIPLAN Z 0 Z W Q C THRESHOLD J � >� 5 STOREFRONT ENTRY DOOR 6 INTERIOR DOOR 7 H.M. INTERIOR WINDOW $ FLOOR DRAIN - 7p Q =Z 3"=1'•0" 12-17A23 3'•1'•0- 12-1]A23 3'"t'•0• 12-17A23 3"=1'-0" GC TO COORDINATE LOCATION WITH TENANT � ` Z C~7 N m J < -j It, STOREFRONT NOTE: INSTALL NEW STOREFRONT PER MFR.REQUIREMENTS PROVIDE FLASHING HOT WATER COLD WATER RPY4R>r1S BACKER ROD AND CONT.fPeNING9 PANEL RIB SEALANT AROUND ALL O WALL PANEL NO DATE BY SHUT-OFF VALVE Q E PANEL RIB PROVIDE St19YIL i 12.14 x 1 1/4" WALL PANEL BRACING PER CO DI-ELECTRIC UNION Q WALL STRUCT SEAL WITH Q F5NR.1'-0"0-C, SKINNING 1 1/4"X 18 GA, STL STRAP SECTION A-A SEALANT [11ELD ASME TEMP AND W/5/B"LAG BOLT MITER VALVE E%TENSION TO MTL STUDS OR PANEL RIB SECTION B-B AS REO'D LVR! A ANCHOR TO CMU WALL Q WALL PANEL LINER DOOR WATER HEATER 12-14 x 1 1/4" HEADER ISSUE DATES WALL STRUCT r W14 x ITC 2f•X 2f•E DEEP FSNR,1'-0"O.C. .^"-� WALL STITCH 22 EL PA GALV. DESIGN APPROVAL 03/30/12 / FSNR,1'-0"D.C. STEEL PAN WITH 1" PERMIT SUBMITTAL: 08104/12 12-14 x 1 1/4" / �� DRAM WALL STRUCT i� PERMIT RECEIVED: FSNR.1'-0"O.C. BID DOCS: 05130/12 " DRAIN PIPE,ROUTE WATER HEATER AS CONSTR DOGS: DOOR FLASHING TO EXTERIOR OF LOCATED ON PLAN BUILDING HEADER B SHEET INFORMATION TRIM 24"x36'SCALE: AS NOTED A / 11.14.x 1 1/4" PLOT DATE: 06104/12 - / WALL x 1 STRUCT \'C B WALL STRUCT CAD FILE: 12-16A23 WALL STRUCT \\/�/ FSNR.1'-0"D.C. - -- FSNR 1'-0"0 C, JAMB TRIM A WINDOW SILL JOB NUMBER: 12-17 _ NOTE:PIPING IS DIAGRAMMATIC ONLY.FIELD VERIFY / D001 FLASHING ACTUAL CONDITIONS.ANCHOR OR SUPPORT WATER HEATER TO CHECKED: DBTrrKG Q BUILDING STRUCTURE TO RESIST SEISMIC FORCES PER UPC DRAWN: TKG WALL TRIM AT OVERHEAD DOOR/W(NDOW JAMB WALL TRIM AT OVERHEAD DOOR(WINDOW HEAD WALL TRIM AT WINDOW SILL STATUS: PERMIT/BID a�L�METAL BUILDING HEAD AND JAMB FLASHING DETAILS WATER HEATER BRACING MISC.DETAILS 12-17A23 �� N T S GC TO COORDINATE LOCATION WITH TENANT I A2.3 ^.3 aer9 EREb ARCHI ARCHITECT NOTES: •I 1- PROVIDE CROSS-BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM 0 12"0"O.C,BOTH GMEIA Mv{0(t TEft WAYS WITH NO 12 GAUGE WIRES PER ASTM C635 AND ASTM C636. STUD 2_ THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED COMPROMPR ESSION POST rtAT[Or YralOgr NOT MORE THAN 12,0C.IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6'FROM EACH WALL 3 TO FACILITATE INSTALLATION,MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO - S" THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL Y12 HANGER ARCHITECT: AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE WIRE DANIEL B.TAYLOR INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12'O.0 MAXIMUM 4 ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 8039. ARCHITECT,PLLC 5 FOR AREAS EXCEEDING 1.000 S.F,HORIZONTAL RESTRAINT OF THE CEILING TO THE 12 GA.VERT.WIRE(TYR) CONTACT:DANIELS TAYLOR STRUCTURE ABOVE SHALL BE PROVIDED, �. 1639 HARBOR AVE.SW.#304 6. FOR AREAS EXCEEDING 2,500 S,F.,A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 3 TURNS MIN.IT7P.I �' SEATTLE,WA 98126 7_ ALL PENETRATIONS SHALL HAVE A 2"OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT ARMSTRONG i3 PHONE:(206)465-2491 LEAST V IN ALL DIRECTIONS, MAIN RUNNER OR CROSS CROSS TEE EMAIL: fMILdfJuMpnpev B ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE TEE MAIN BEAM NS 13EAM mm CEILING. B"MAX B•NAX ,%'''•••• NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WIRES FASTEN ©COMPRESSION POST SECURELY TO STRUCTURE ABOVE. 12 G.A.VERT,HANGER WIRE ®4'-0"O,C.BOTH WAYS _ --- W �. LATERAL FORGE BRACING 4 EA-12 GA.WIRE SECURED TO MAIN / POP-RIVET THIS SIDE ONLY RUNNER WLTHIN 2"OF CROSS TEE PROVIDE 974JACIA v INTERSECTION 6 SPLAYED 90'FROM SPACE®OPP. PERM NOAGT e PER MAMJPACNRER > J pg" E.A.OTHER 1W/FI O-C-IN BOTH WALL Z DIRECTIONS A FIRST POINT WITHIN N 4'-0"FROM fS WALL. ATTACH S LL ACOUS.TILE L•L W TOP PER THESE SEISMIC DETAILS 2"PERIMETER WALL ANGLE `��""�"` F`��` ��'��`�����`��`0'� `- W MAIN RUNNER ——'— ATTACH MEMBERS® W ` CROSS TEE PERIMETER S TWO ADJ "FF WALLS ONLY. L MOLOMG > A❑LATERAL FORCE BRACING B❑VERTICAL WIRE SPACING ❑D SEPARATION JOINT Z O ARMSTRONG 12 GA LATERAL SUPPORT WIRE WITHIN 3"OF EACH L.L ANGLE MOLDING CORNER OF LIGHT FIXTURE,SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN MIN OF 3 WIRE W C ARMSTRONG STABILIZER BM, TURNS EA.CONNECTION POINT. c OR OTHER SUITABLt SYSTtN, TURNS FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA.FI%TURF. L� TO KCtP PEA:METCR COMPONENTS PINT SUPPORT WIRE SUPPLIED BY I— FROM SPREADING APART. CEILING CONTRACTOR J Z Q F O . ARMSTRONG MAI BEAM M'NAX.TYP_ U J ARMSTRONG MIN.3/4"AT UN-ATTACHED WALLS Z Q K MAIN BEAM N.1 Y1• W . ARMSTRONG ANGLE MOLDING ARMSTRONO STABLLIZIR 0MMR,, 45' W OR OTHER SUITABLt.6T5Tl11, ��! Z ^ O LL < W TO KEEP PERIMtTG COMPONENTS �� Z A ,�1-.11��-�(1 FROM SPREADING APART. O O Z 10 W 1. RECESSED ,` w —ARMSTRONG FLUORESCENT V y CROSS TEE FIXTURE W r^ W ARMSTRONG MIN.3/4"AT UN-ATTACHED WALLS CROSS TIE Q vJ O F CROSS TEE IN 1• m o I Z --a �QQ MAIN STRUCTURAL Q RUNNER 4'-0"O.C, LI_ Z Z �E ATTACHED 2'WALL MOLDING F❑PERIMETER COMPONENTS ©TYPICAL LIGHT FIXTURE BRACING O z J Z W TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS 0 Q = 2 co � �� 12-17A24 Z Z �cO NOT TO SCALE � � I- N z W J Ju� � a REVISIONS NO DATE BY ISSUE DATES DESIGN APPROVAL: 03/30/12 PEMMf RUWMTrAl 06/04/12 PERMIT RECEIVED: BID DOCS: 05130/12 CONSTR DOCS: SHEET INFORMATION 24'x36"SCALE: AS NOTED PLOT DATE: 06/04/12 CAD FILE: 12-17A24 JOB NUMBER: 12-17 CHECKED: DST/TKG DRAWN: TKG STATUS: PERMIT/BID MISC.DETAILS A2.4 O J ❑ J > 'm `❑' S O F F r w w g z m y £069-£ZZ86 VWNO�DNIINV m o 0 0 o Q o N p w F F= m W N z 3N 133`J1S HIM 3N 3fiN3hV H165 LZSLL rc< m3 Oo Ja FU wF- Z Q J Zl# O '>2Vd JNR(10VdfNV 30NV/NV OlJNII2V JNIISIX3 m a � <p Q F o ax¢ U > I o� ww Na O� > ti NaN K= 1NANAA JdW1 1NVNA1 �d00S at104Nb w N w N F W p Q oWW= S301A� JDS JNUSA1 1` oi-LnVNMJAV - '3NI `S1b' o N N m s LL m W 3 I Q Q U m N a w z aaaaaa w w w p o v O a a -m O O 3 F 0 am z ti o o z LL: o a.. 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