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HomeMy WebLinkAboutPermit D15-0056 - COSTCO PHARMACY - REMODELCOSTCO luourol Ittli & I w "- ilk] m uy tol 11 400 COSTCO DR D15-0056 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 " Phone:206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 2523049063 Permit Number: D15-0056 Address: 400 COSTCO DR 150 Issue Date: 4/2/2015 Permit Expires On: 9/29/2015 Project Name: COSTCO PHARMACY - REMODEL Owner: Name: COSTCO WHOLESALE CORPORATIO Address: 999 LAKE DR PROPERTY TAX DEPT 006, ISSAQUAH, WA, 98027 Contact Person: Name: PAMELA BRODERIUS Address: 11212 COLUMBIA BLVD, LONGVIEW, WA, 98632 Contractor: Name: PACIFIC NORTHERN ENVIRO CORP Address: 1081 COLUMBIA BLVD , LONGVIEW, WA, 98632 License No: PACIFNE022MH Lender: Name: COSTCO WHOLESALE CORPORATIO Address: 999 LAKE DR PROPERTY TAX DEPT 006, ISSAQUAH, WA, 98027 DESCRIPTION OF WORK: Phone: (360) 423-2245 Phone: (360) 423-2245 Expiration Date: 7/1/2016 TENANT IMPROVEMENT: REMOVAL OF OVERHEAD CANOPY AT PHARMACY CASHIER AREA. OPEN UP ONE WALL TO INSTALL A ROLL -UP COIL DOOR, THIS WILL REQUIRE THE DEMOLITION OF ONE WALL IN THE PHARMACY AREA THAT WILL DECREASE THE SIZE OF THE CONSULT ROOM. WITH REGARD TO REMOVING ITEMS, OUR MECHANICAL, SPRINKLER AND ELECTRICAL IS DESIGN BUILD. AS SUCH, THEY WILL BE COMPLETING THEIR OWN PERMITTING PROCESS. USE OF THE PHARMACY DOES NOT CHANGE, IT JUST ALLOWS EASIER CUSTOMER SERVICE FOR THE PHARMACY TECHS. Project Valuation: $67,102.00 Fees Collected: $2,000.38 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: Occupancy per IBC: M Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition Uniform Plumbing Code Edition: International Fuel Gas Code: Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: 2012 National Electrical Code: 2014 2012 WA Cities Electrical Code: 2014 2012 WAC 296-46B: 2014 2012 WA State Energy Code: 2012 2012 Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No c LL D'j Permit Center Authorized Signature:—U—)Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. -7 Signature: Date: ^f. Print Name: F This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 6: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 16: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: All new sprinkler systems and all modifications to existing sprinkler systems shall have: fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, YVA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: 3124'IS" Date Application Expires: use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 252304-9063 Site Address: 400 Costco Drive Suite Number: 150 Floor: 1 Tenant Name: Costco Wholesale PROPERTY OWNER Name: Costco Wholesale Address: 999 Lake Drive City: Issaquah State: WA Zip: 98027 CONTACT PERSON — person receiving all project communication Name: Pamela Broderius Address: 11212 Columbia Blvd City: Longview State: WA Zip: 98632 Phone: (360) 423-2245 Fax: (360) 423-2272 Email: pamb@pnecorp.com GENERAL CONTRACTOR INFORMATION Company Name: PNE Corp. Address: 1121 Columbia Blvd City: Longview State: WA Zip: 98632 Phone: (360) 423-2245 Fax: (360) 423-2272 Contr Reg No.: PACIFNE022M1-I Exp Date: 07/01/2016 Tukwila Business License No.: BUS--0995205 New Tenant: ❑ .....Yes m .:No ARCHITECT OF RECORD Company Name: Magellan Architects Architect Name: Pedro Castro Address: 8383 158th Avenue NE, STE 280 City: Redmond State: WA Zip: 98052 Phone: (425) 885-4300 Fax: (425) 885-4303 Email: gary@magellanarchitects.com ENGINEER OF RECORD Company Name: n/a Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCAV 19.27.095) Name: n/a 6 �J Address: 0q,l&L10 r City•: f,,, a, / State: 4 Zip: U/ H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Re%rised - 8-9-11.doex Re,ised: August 2011 Page 1 of 4 bh BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 67,102 Existing Building Valuation: $ 15,884,200 Describe the scope of work (please provide detailed information): Scope includes removal of overhead canopy at Pharmacy cashier area. We will open up one wall to install a roll -up coil door, this will require us to demo one wall in the Pharmacy area that will decrease the size of the consult room. With regard to removing items, our mechanical, sprinkler and electrical is design build - as such, they will be completing their own permitting process. Use of the Pharmacy does not change, it just allows easier customer service flow for the Pharmacy Techs. Will there be new rack storage? ❑..... Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 222,444 368 0 0 masonry retail 2'd Floor 3'd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes ©....... No If "yes', explain: FIRE PROTECTION/HAZARDOUS MATERIALS: - V1 ....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Alaterial Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Re.rised - 8-9-11.docx Re,rised: August 2011 Page 2 of 4 bh PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure Avill be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERT r Y TH:E LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: Date: d411�5 Print Name: Pamela Broderius Day Telephone: (360) 423-2245 Mailing Address: 1121 Columbia Blvd Longview WA 98632 City State Zip 11:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-I l.doex Re%rised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK $1,237.25 D15-0056 Address: 400 COSTCO DR 150 Apn: 2523049063 $1,237.25 DEVELOPMENT $1,178.55 PERMIT FEE R000.322.100.00.00 0.00 $1,174.05 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $58.70 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R4955 R000.322.900.04.00 0.00 $58.70 $1,237.25 Date Paid: Thursday, April 02, 2015 Paid By: PACIFIC NORTHERN ENVIRO CORP Pay Method: CHECK 8766 Printed: Thursday, April 02, 2015 11:42 AM 1 of 1 II L�SY57EM5 Date Paid: Wednesday, March 04, 2015 Paid By: PACIFIC NORTHERN ENVIRONMENTAL Pay Method: CHECK 8758 Printed: Wednesday, March 04, 2015 10:37 AM 1 of 1 (Cb? srsrenas INSPECTION RECORD Retain a copy with permit US INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project SJ co Type of Inspection: I Address: L 60 (©s"eo ✓' Date Called: 7�>9 Special Instructions: Date wanted: a.m Requester: Phone N -7 3!0 Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS:,�-r— � Aa /'" l es Ilnspector: p�(Date: G� /! $60.00 REINSPECTION FEEFRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 7 INSPECTION RECORD 2— Retain a copy with permit at`s-oo s INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projec t Us - rvr& Type of Inspection: 5 e Gp i < Address: 1 'WU co&)t J I)Y-- Date Called: Special Instructions: Date Wanted: a.m. Requester: y� r�� Phone RS — 0 3> Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ilnspector: ®� (Date: $60.00 REINSPECTION FEE REQ'01*ED. Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. X11-1 INSPECTION RECORD Retain a copy with permit INS-"CTION NO. PERMIT M CITY OF TUKWILA BUILDING DIVISION 6300 5outhcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro)lect'� 6cS fr' C) or� ectl Type of Inspection; Address�- 951Q e c© Date Called: Special Instructions: Date Wanted: a.m. 51— p.m Requester'. Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. �: INSPECTION RECORDI -� Retain a copy with permit I - S — 0-7 k-( INSPECTION NUMBER N PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project Type of Inspection: Address: Contact Person: Suite #: Special structions: Phone No.: Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectof:., j 'S I Date: Hrs.: J. ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from - the City of Tukwila Finance Department. Call to schedule a reinspection. tsimng Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERMIT COOR® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0056 DATE: 03/04/15 PROJECT NAME: COSTCO PHARMACY - REMODEL SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Revision # Response to Correction Letter # Revision # DEPARTMENTS: kwe, 3-q- Builfding Division K Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved 0 Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: 61( �Wt, Fire Prevention Structural ❑ before Permit Issued after Permit Issued MD 0 3-1-15 Planning Division v Permit Coordinator IN DATE: 03/05/15 Structural Review Required ❑ DATE: DUE ATE: 04/02/15 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I Z/ 18/2013 PACIFIC NORTHERN ENVIRO CO-nP Page 1 of 2 Hone lnicio en IspafioI Contact. Safety Washington State Department of 4J Labor & Industries PACIFIC NORTHERN ENVIRO CORP Search L&I A-G Index Help My Secure L&I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 1081 COLUMBIA BLVD PARTRIDGE, JOHN WILFRED LONGVIEW, WA98632-1024 360-423-2245 Principals COWLITZ County PARTRIDGE, JOHN WILFRED, PRESIDENT JABUSCH, STEVE EDWIN, VICE PRESIDENT PARTRIDGE, VICKIE VERL, SECRETARY YOUNG, LARRY LEO, MEMBER ARNOLD, DAVE W (End: 01 /01 /1980) WALDSCHMIDT, DAVE A (End: 01 /0111980) PACE, LOREN (End: 01 /01 /1980) QUIRK, JOE, CHIEF FINANCIAL OFFICER (End: 06/30/2010) Doing business as PACIFIC NORTHERN ENVIRO CORP WA UBI No. Business type 601 217 845 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .................................._....................................... Meets current requirements. License specialties GENERAL License no. PACIFNE022MH Effective — expiration 07/08/1998— 07/01/2016 Bond ................ Fidelity & Deposit Co of MD $12,000.00 Bond account no. 09053257 Received by L&I Effective date 05/31/2011 08/30/2011 Expiration date Until Canceled Bond history Insurance ............................. Ironshore Specialty Ins Co $1,000,000.00 Policy no. 000540805 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601217845&LIC=PACIFNE022MH&SAW= 4/2/2015 LONGVIEW, WA 98632 H t (; t f V t U SYMBOLS: COL COLUMN JT/JTS JOINT,JOINTS REINF G REINFORCIN- PH: (360) 423-2245 CITY OF T U K W I L A AT CONC CONCRETE L LONG, LENGTH REQb REQUIRED r t LEGAL DESCRIPTION: CELL- (360) 442-9601 CONE CONTINUOUS LAM LAMINATE, LAMINATED RF RUM FLOORING REVISION NO. ROOM NAME _ POR GL 1 SEC 35 TGW POR GL 1 SEC 36 TGW POR GL 8 SEC 25 TGW PM CONTACT: PAM BRODERIUS MAR_ 0.4 2015 AND 'I ROOM NAME« L ANGLE CONSTR CONSTRUCTION LF. LINEAR FOOT, LINEAL FOOT RR RESTROOM (P� BLOCK SHOWS REV. DATE) ROOM NAMES pamb@pnecorp.com CONTR CONTRACTOR LW LIGHT WEIGHT RD ROUGH OPENING INDICATES REVISED AREA XXX ROOM NO. ;. POR SE 1/4 OF SE 1/4 OF SEC 26-23-04 BEG NE COR OF GL 1 IN NE 1/4 OF CENTER LINE r SEC 35 TH S 01-19-01 W 82.38 FT TO TPOB TH N 88-08-21 W 167.24 FT TH PERMIT CENTER © COPYRIGHT CPT CARPET LVL LEVEL ROW PUBLIC RIGHT OF WAY XXX S.F. E—R0�1 AREA + _ _ CT CERAMIC TILE DEGREEMAS MASONRY S.A.M. SELF ADHESIVE MEMBRANE ' r N 01-51-39 E 83.55 FT TH N 01-47-29 E 515.60 FT TH ALG CURVE TO RGT DIAMETER OF DRINKING FOUNTAIN MAX MAXIMUM DIED �I�� DETAIL N0. DESIGNATION K t i RAD 300 FT ARC DIST 99.43 FT THRU C/A 18-59-26 TH S 88-12-31 E 723.22 PL-1 FINISH SCHEDULE KEY`';x _ DS DOWNSPOUT M.B.S. METAL BUILDING SUPPLIER SC SOLID CORE FT TH S 01-47-29 W 471.67 FT TO W MGN TAMES CHRISTENSEN RD TH S EQUAL SHEET THAT DETAIL IS SHOWN 30-24-21 W 60.08 FT TH S 07-32-21 W 174.08 FT TH N 8$.-08-21 W 526.22 DWG DRAWING MCT MARMOLEUM COMPOSITE TILE SF SQUARE FOOTAGE k.. ��� �� EA EACH MECH MECHANICAL SG SAFETY GLASS FT TO TPOB LESS U P RR OPER R/W SCOPE CODE < LESS THANY i ELEV ELEVATION, ELEVATOR MEZZ MEZZANINE SHT SHEET 3 NUMBER ELEC EIECTRiCAI MTL METAL SIM SIMILAR X BLDG. SECTION NO. 01 EQUIP. SCHEDULE KEY y r X PERCENTAGEEJ EXPANSI� JOINT PARCEL NUMBER: 252304-9063 MFG MANUFACTURING SPEC SPECIFICATION SHEET THAT SECTION IS SHOWN ° ' EQ EQUAL t PLUS MFR MANUFACTURER SQ SQUARE INUS ;# JURISDICTION: CITY OF TUKWItA SCOPE OF WORK SUMMARY: RPLATE EXIST EXISTING MH MANHOLE SS STAINLESS STEEL, X CASEWORK DTL N0. SECTION/TOWNSHIP/RANGE: SW-25-23-4 INTERIOR PHARMACY REMODEL INCLUDING DEMOLITION OF WALLS, DOORS, INTERIOR EJ EXPANSION JOINT MIN MINIMUM SANITARY SEWER{ N0. NAME PROPERTY NAME: COSTCO -TUKWILA WINDOWS AND CEILING, NEW WALLS, DOORS, CASEWORK AND CEILING, AND ,;,� ABBREVIATIONS: DT DFMSIOI MISC MISCELLANEOUS STD STANDARD X WALL SECTION NO. ! -s,. _ PROJECT YEAR BUILT/STORIES/BLOCS ON SITE. 1970/1/1 ASSOCIATED MODIFICATIONS TO MECHANICAL AND ELECTRICAL ITEMS AS A.B.E. AVERAGE BUILDING ELEVATION IXf EXTERIOR M.O. MASONRY OPENING STL STEEL f'. €�, A. u LOCATION DESIGN -BUILD DEFERRED SUBMITTAL A/C AIR CONDITIONER F.C.I.C. FURNISH BY CONTRACTOR M.R. MOISTURE RESISTANT STRUCT STRUCTURE, STRUCTURAL SHEET THAT SECTION IS SHOWN WAIL TYPE NO. ` '" 4 OCCUPANCY GROUP CLASSIFICATION: M (MERCANTILE) ADJ ADJUSTABLE, ADJACENT INSTALL BY CONTRACTOR MID MOUNTED SUSP SUSPENDED # - - INSULATION KEY v CONSTRUCTION TYPE/CLASS: TYPE II-B, SPRINKLERED,ALARMED FD FLOOIt DRAIN ADMIN ADMINISTRA110N MTG Mull SYS SYSTEM AFF ARM nNICN A r= FDN FOUNDATION NIC NOT IN CONTRACT T TFMPFRFO_ TRFAO_ TOP A i-- INTERIOR ELEV. NO. WALL TYPE LETTER REVISIONS NO. DATE BY Al A A A 0 A ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 03/03/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/02/15 CAD FILE: 15-021 A0.1 JOB NUMBER: 15-021 CHECKED: KS DRAWN: LK STATUS: PERMIT SET B/S BUILDING STANDARD GC L;LNLM CUNIRACIOR PROJ PROJECT, PROJECTED W/ NTH B.O. BOTTOM GLP GYPSUM LATH & PLASTER PRV PRESSURE REDUCING VALVE W/o WITHOUT DOOR SCHEDULE KEY (CORRESP. TO 1/4:12 ROOF SLOPE AND BOT BOTTOM GWB GYPSUM WALLBOARD PT POINT W-MAT WALK OFF MAT DIRECTION KEYCOVER SHEET BTW BETWEEN H HIGH, HEIGHT QT QUARRY TILE WP WATERPROOF 101A ROOM N0. WHERE DOOR OCCURS) AND SITE PLAN CB CATCH BASIN HB HOSE BIBB QTR QUARTER WR WATER RESISTANT DOOR SUFFIX U BREAK LINE SYMBOL As AVV& C.I. CAST IRON HM HOLLOW METAL R RADIUS WRB WATER RESISTANT BARRIER MATCH LINE MATCH LINE CIP CAST IN PLACE HORIZ HORIZONTAL RD ROOF DRAIN WT WEIGHT O WINDOW SCHEDULE KEY e , CJ CONTROL JOINT, HT HEIGHT RL RAIN LEADER WWM WELDED WIRE MESHIL I b I IMP& CONSTRUCTION JOINT HTR HEATER REn RECEIVED WWF WELDED WILE FABRIC !;amp 0 0 CMU CONCRETE MASONRY UNIT INSUL INSULATION REF REFRIGERATOR, REFERENCE Y.C. YARD DRAIN FLOOR OR GROUND SURFACES ([CC/ANSI SEC. 302 & 303) GENERAL: FLOOR OR GROUND SURFACES SHALL BE STABLE, FIRM, AND SUP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGH MAX. SHAD_ BE PERMITTED TO BE VERTICAL CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MIN. AND 1-1/2 INCH HIGH MAX. SHALL BE BEVELED NTH A SLOPE NOT STEEPER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHAD_ BE RAMPED AND SHALL COMPLY WITH ICC/ANSI SECTION 405 OR 406. WHEELCHAIR TURNING SPACE AND CLEAR SPACE (ICC/ANSI SEC. 304 & 305): CLEAR FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MIN. BY 48 INCHES MIN. AND SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. ONE FULL, UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CIRCULAR SPACE: THE WHEELCHAIR TURNING SPACE SHALL BE NOT LESS THAN 60 INCHES DIAMETER MIN. WHEELCHAIR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES. T-SHAPED SPACE. THE WHEELCHAIR TURNING SPACE MAY BE A T-SHAPED SPACE WITHIN A 60 INCH MIN. SQUARE WITH ARMS AND BASE 36 INCHES WIDE MIN. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MIN. T-SHAPED WHEELCHAIR TURNING SPACES SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCES ONLY AT THE END OF EITHER THE BASE OR ONE ARM DOORS: UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED TO SWING INTO WHEELCHAIR TURNING SPACE. ALCOVE CLEAR FLOOR SPACE: FORWARD APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 36 INCHES MIN. WHERE THE DEPTH EXCEEDS 24 INCHES. PARALLEL APPROACH - THE WIDTH OF AN ALCOVE SHALL BE 60 INCHES MIN. WHERE THE DEPTH EXCEEDS 15 INCHES. PROTRUDING OBJECTS (ICC/ANSI SEC. 307): PROTRUSION LIMITS: OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAX. HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS SERVING STAIRS AND RAMPS SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAX. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE 27 INCHES MAX. ABOVE THE FLOOR OR GROUND. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. POST -MOUNTED OBJECTS: OBJECTS ON A SINGLE POST OR PYLON SHALL BE PERMITTED TO OVERHANG 12 INCHES MAX. WHERE MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FLOOR OR GROUND. REACH RANGES (ICC/ANSI SEC. 308): UNOBSTRUCTED REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR OR GROUND. EXISTING ELEMENTS SHAD. BE PERMITTED AT 54 INCHES MAX. ABOVE THE FLOOR OR GROUND. OBSTRUCTED HIGH FORWARD REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR OR GROUND SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX. WHERE THE REACH DEPTH IS 20 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAX. AND THE REACH DEPTH SHALL BE 25 INCHES MAX. OBSTRUCTED HIGH SIDE REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN OBJECT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAX., AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAX. THE HIGH SIDE REACH SHALL BE 48 INCHES MAX. FOR A REACH DEPTH OF 10 INCHES MAX. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAX. FOR A REACH DEPTH OF 24 INCHES MAX. OPERABLE PARTS ([CC/ANSI SEC. 309): HEIGHT. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES. EXCEPT WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE, OR WHERE ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. OPERATION: OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAX. ACCESSIBLE ROUTES ([CC/ANSI SEC. 402): ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20, DOORS AND DOORWAYS, RAMPS, CURB RAMPS, ELEVATORS, AND WHEELCHAIR (PLATFORM) LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. WALKING SURFACES (ICC/ANSI SEC. 403): SLOPE: THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ICC/ANSI 403.5 CLEAR WIDTH AT TURN: WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTHS SHALL BE 42 INCHES MIN. APPROACHING THE TURN, 48 INCHES MIN. DURING THE TURN, AND 42 INCHES MIN. LEAVING THE TURN. PASSING SPACE: AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET MAX. THESE PASSING SPACES SHALL BE EITHER A 60 INCH BY 60 INCH MIN. SPACE, OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TURNING SPACE COMPLYING WITH ICC/ANSI SECTION 304. MANUAL DOORS AND DOORWAYS (ICC/ANCI SEC. 404): CLEAR WIDTH: DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES MIN. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MIN. CLEAR OPENING WIDTH MORE THAN 34 INCHES AND UP TO 80 INCHES ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES. MANEUVERING CLEARANCES: REQUIRED DOOR MANEUVERING CLEARANCES SHALL NOT INCLUDE KNEE AND TOE CLEARANCE RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES FROM THE PLANE OF THE WALL CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. TWO DOORS IN SERIES: DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHAD_ BE 48 INCHES MIN. PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. SUCH HARDWARE SHALL BE 34 INCHES MIN. AND 48 INCHES MAX. ABOVE THE FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DOOR CLOSERS. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MIN. SPRING HINGES. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MIN., DOOR -OPENING FORCE: FIRE DOORS SHALL HAVE THE MIN. OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE MAX. FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR: 5.0 POUNDS SLIDING OR FOLDING DOOR: 5.0 POUNDS THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. DOOR SURFACE: DOOR SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPT FOR SLIDING DOORS, TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM RAIL HEIGHT REQUIREMENT, AND DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES OF THE FLOOR OR GROUND. VISION LITES: DOORS AND SIDEUTES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES MAX. ABOVE THE FLOOR OR GROUND. RAMPS (ICC/ANSI SEC. 405): WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 1:20 ARE RAMPS. SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CLEAR WIDTH: THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MIN.. HANDRAILS AND HANDRAIL SUPPORTS THAT ARE PROVIDED ON THE RAMP RUN SHALL NOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP RUN. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAX. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WITHIN THE ROOM. WALKING SURFACES. LANDINGS: RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND THE CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS VIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. LANDING LENGTH SHALL BE 60 INCHES MIN. CLEAR. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MIN. BY 60 INCH MIN. LANDING. DOORWAYS: WHERE DOORWAYS ARE ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY ICC/ANSI SECTIONS 404.2.3 AND 404.3.2 SHALL BE PERMITTED TO OVERLAP THE LANDING AREA. WHERE A DOOR THAT IS SUBJECT TO LOCKING IS LOCATED ADJACENT TO A RAMP LANDING, THE LANDING SHALL BE SIZED TO PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304.3. HANDRAILS: RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH [CC/ANSI SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP RUN OR LANDING. EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. THE FLOOR OR GROUND SURFACE OF THE RAMP RUN OR LANDING SHALL EXTEND 12 INCHES MIN. BEYOND THE INSIDE FACE OF A RAILING COMPLYING WITH ICC/ANSI SEC11ON 505. CURB OR BARRIER: A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. CURB RAMPS (ICC/ANSI SEC. 406): CURB RAMPS SHALL BE 36 INCHES WIDE MIN., EXCLUSIVE OF FLARED SIDES. CURB RAMPS AND THEIR SIDE FLARES SHALL NOT PROTRUDE INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR INTO PARKING SPACE ACCESS AISLES. THEY SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES. HANDRAILS ARE NOT REQUIRED. SIDES OF CURB RAMPS: WHERE PEDESTRIANS MUST WALK ACROSS A CURB RAMP, THE RAMP SHALL HAVE FLARED SIDES. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1:10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1:12. CURB RAMPS WITH RETURNED CURBS SHALL BE PERMITTED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. COUNTER SLOPE: COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN 1:20. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE AT THE SAME LEVEL LOCATION AT MARKED CROSSINGS: CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. LANDINGS: THE CLEAR LENGTH OF THE LANDING SHALL BE 36 INCHES MIN., WITH A CLEAR WIDTH AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES LEADING TO THE LANDING. DIAGONAL CURB RAMPS: DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. BOTTOMS OF DIAGONAL CURB RAMPS SHALL HAVE 48 INCHES MIN. CLEAR SPACE, MEASURED PARALLEL TO THE RUNNING SLOPE. DIAGONAL CURB RAMPS PROVIDED AT MARKED CROSSINGS SHALL PROVIDE THE 48 INCHES MIN. CLEAR SPACE WITHIN THE MARKINGS. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF STRAIGHT CURB 24 INCHES LONG MIN. ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. ISLANDS: RAISED ISLANDS IN CROSSINGS SHALL BE A CUT -THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT BOTH SIDES, AND A LEVEL AREA 48 INCHES LONG MIN. BY 36 INCHES WIDE MIN., IN THE PART OF THE ISLAND INTERSECTED BY THE CROSSING. z 00 C oI 4' MAX. N D UAIITU AAIV NCTAAIPC PROTRUDING OBJECTS SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 304,305 & 306 O m CD M I C-4 10' . 2 -6' w Q a U Q W io CV / 2'-0' MAX. DEPTH FOR MIN. CLEARANCE 2'-8' MIN. I rx -6' S-0' MIN. REACH RANGES SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 308 L-1 dED FOR CODE COMPLIANCE APPROVED MAR 16 2015 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR, 0 4 2015 PERMIT CENTER 7855 REGISTERED CT Pedro A. de Magalhaes Castro STATE OF WASHINGTON Uvm a�oo r�a)m000 J ram" u�ccE0p_«� (D a d 7 CD .O 06 -o E O m go C . , p 0 0' 0 C p O L O O m C m 3 N O N O E p C p a U aai E o 0-6- o o a� o , L c PU c o �n`3ypQ cm C"-O>an60 aN. OOe O ELm _V N U a 'D >o 6 N p L 0 6m 0, o..m p.v--E >o �c`O o a0� E oo•E5a.- n00E L o o c c c c 3-0« N o av F n� p pt. m 0 0 T ` LO O. U TNZr m N C 0 C N C d .✓ m 0 R1 N > N E0 aCJ3"'p 0-Cp N` N .�-. y ` p-� m O O+. U wo0m . �ooO(L00-CN mooE V :5m0E m p� N 0)O UUO�4)C CCpm m m jCm ch C) ¢¢`¢` z`oa�_'3¢E0.n.00a c:> E J [-i LCi R O C , U og W U cn oC cCa o (� U ti y � N y x ) C2, U o� m° (DI ca �05EM E M O ¢C co 0 o � N rn CM M m o 00 F— U �✓ U- O W OQ CID r� V 5 G 0 � rn O U O T o V g Y REVISIONS NO. DATE BY 0 A 0 0 0 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 03/03/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/02/15 CAD FILE: 15-021 AO.2 JOB NUMBER: 15-021 CHECKED: KS DRAWN: LK STATUS: PERMIT SET [CC A117.1-2009 GENERAL CODE NOTES & DETAILS 7855 REGISTERED M TE I.C.C. 404 DOORS AND DOORWAYS: FRONT APPROACH - PUSH AND PULL SIDES LATCH APPROACH - PUSH SIDE HINGE APPROACH - PULL SIDE LATCH APPROACH - PULL SIDE HINGE APPROACH - PUSH SIDE zPe:eidro Magalhaes Castro OF WASHINGTON .1 v , 404.1 GENERAL DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. — CLEAR APPROACH 404.2 MANUAL DOORS. MANUAL DOORS AND DOORWAYS AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF FLOOR CLEAR P SECTION 404.2 SPACE FLOOR CLEAR CLEAR SPACE FLOOR CLEAR 404.2.1 DOUBLE -LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS FLOOR SPACE FLOOR 40412 AND 404 2.3 o SPACE SPACE c, m ° ° .; _ _ ° m d APPROACH4> APPROACH J o E a� ... ° 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MIN. CLEAR OPENING WIDTH OF DOORWAYS WITH SWINGING APPROACH �'- '- APPROACH DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND STOP, NTH THE DOOR OPEN 90 DEGREES OPENINGS, DOORS AND DOORWAYS 1'-6° 2'-0" 3'-6' 2'-0" X 22" MIN. w 2 ° > o - w WITHOUT DOORS MORE THAN 24 INCHES IN DEPTH MALL PROVIDE A CLEAR OPENING WIDTH OF 36 INCHES MIN. THERE SHALL BE NO PROJECTIONS ° ° ° ° ° ° ° E INTO THE GEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FLOOR. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND MIN. o. 2 S. � C > s a r o co 80 INCHES ABOVE THE FLOOR SHALL NOT EXCEED 4 INCHES D c F-CO Q c c 6 R 0 j` Q3 ao 0 o EXCEPTIONS. CLEAR O � m 0 N u 6- 0— �° 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MIN. ABOVE THE FLOOR B-� X Q 0 'a R = E ° o - � a�- w SPACE m o. n o°_ E > 0 °oE t o `o c o ESk c 3 0 y o o.0 o - _ 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAX. INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE DEAR �' 'a w m a w , z �_ �' _ ° y STD. o N >�> y E O xU 3" 3° w o FLOOR 5,-O. OO �0- ," ZOD�avo°° 404.2.3.1 FLOOR SURFACE FLOOR SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL SPACE �, , r m ° E , -� W E ° y COMPLY WITH SECTION 302 APPROACH �'rmmo��r_.c_ ��;�� NOTE Y= 3-6 MIN.; Y=4-0 MIN. IF DER a `� _ ° ' ° 0— 0 E O L N U..'CJ y 0 0 7 0'O 404.2.4 THRESHOLDS AT DOORWAYS. IF PROVIDED. THRESHOLD AT DOORWAYS SHALL BE 1/2 INCH MAX IN HEIGHT. RAISED THRESHOLDS AND CHANGES �i HAS A CLOSER; - IN a a a z o ° i 3 a E a a ° a LEVEL. AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. NOTE X = 1'-0" (MIN.) IF DOOR HAS BOTH A NOTE Y= 3'-6' MIN.; Y=4'-0' MIN. IF DOOR APPROACH "' NOTE Y= 4'-O' MIN.; Y44 MIN. IF DOOR HAS X = tY MIN. IF BOTH CLOSER AND LATCH ARE CLOSER AND A LATCH HAS A CLOSER 4> A CLOSER PROVIDED 3'-0° C:) � o U a- E 0 U CQ O m U- �, co E-+ M W = ODD V CA O CO a? O 00 F. cu N 2 acu a`o�u- m� D4ANEUVERING CLEARANCES AT MANUAL SWINGING DOORS z E cn j d�o�E�E �wcoSCLE: 3/8" = 1'-0" ICC/ANSI SEC. 404 ¢ o mlco LO N o, c7 T 60' CLEAR MIN. 60' CLEAR MIN. 60' CLEAR MIN. mQ. MAT EDGING TRANSITION 1 5/8' (MANNINGTON 425) CONCRETE TO WALKOFF MAT 'CERCO T' TRANSITION (MANNING (N 1 1/2" 360) PINLESS METAL TRACK (MANNINGTON ' / / / / co 980) CONCRETE TO RUBBER MAT ¢ Z 4' fj 01 `,' Q RUBBER RAMP TRANSITION (MANNINGTON W CV \ CONCRETE TO RUBBER FLOOR METAL STRIP TRANSITION 21/2' CV X A B C `N. �— CONCRETE TO TILE U LU H 'SUPER IMPERIAL REDUCER' TRANSITION O :D co (MANNINGTON 705) 1 15/16' U�oOf O M CLEARANCE AT TWO DOORS IN SERIES, ° / 6 CO�pf,�lA Q SCALE: 3/8" = 1'-0" ICC/ANSI SEC. 404 Gd����,�pVE� v0 CONCRETE TO CARPET O o C) 'UNDERSLUG REDUCER' TRANSITION (MANNINGTON MAR�62 U�� 735) 1 5/8' Of luoila (',1 NISl0S REVISIONS FINISH FLOOR LEVEL BUIl�OINO O NO. DATE BY CONCRETE TO COMPOSITE TILE (MCT} THRESHOLD Q1 3 'SUPER 2' FLOOR FINISH r 2 TRANSITION (MANNINGTON 935) Q 2• 0 p 0 PINLESS METAL TRACK (MANNINGTON ISSUE DATES 980) DESIGN APPROVAL: CARPET TO RUBBER PERMIT SUBMITTAL: 03/03/15 'TILE CARPET JOINER' TRANSITION 1' Q 1 Q PERMIT RECEIVED: (MANNINGTON 150) \ 0 0 BID DOCS: w, x CONSTR. DOCS: COMPOSITE TILE (MCT TO CARPET 24"x36" SCALE: AS NOTED 'CLRCO EDGE r TRANSITION 1 i/2. CITY R�OFETUKVED PLOT DATE: 03/02/15 WII...A (MANNINGTON 150) e NOTE CAD FILE: 15-021 AO.2 u; INTERIOR AND EXTERIOR THRESHOLDS SHALL BE NO HIGHER THAN 1/2 INCH ABOVE MAR. 0 4.2015 JOB NUMBER: 15-021 THE ADJACENT FLOOR LEVELS. EACH EXPOSED EDGE OF THRESHOLDS SHALL BE (PERMIT CENTER CHECKED: KS r BEVELED OR SLOPED AT AN ANGLE NOT TO EXCEED 45 DEGREES SO THAT NO DRAWN: LK 7 7 7 7 7 77= / 7 7 7 7=7 VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4 INCH. PINLESS METAL TRACK (MANNINGTON/STATUS: PERMIT SET 980) TILE TO RUBBER FLOOR ICC A117.1-2009 GENERAL CODE DETAILS FLOORING TRANSITIONS THRESHOLDSAM AF SCALE: 1'-0" = 1'-0" FOR REFERENCE SCALE: 6" = 1'-O" ICC/ANSI SECTION 302 & 303 1�10 0. KEY DOTES DEMOLITION DOTES 70 EO. 6'-0" E0. REFLECTED CEILING PLAN SCALE: 1/4" = V-0" PATIENT COUNSELING EXISTING TO REMAIN 12 PRESCRIP110NR KUP EXTENT OF ALTERATION FLOOR PLAN SCALE: 1/4" = V-0" 8'-1 11f CLRR. W CS U1 4 L.J .1 ELEV. +12'-8" ELEV. +7'-0" F.F. = 0'-0" PHARMACY WEST ELEVATION SCALE: 1/4" = V-0" EASING TO REMAIN aA O.H. DOOR CLOSED 10 PHARMACY NORTH ELEVATION EXTENT OF ALTERATION O.H. DOOR OPEN 1Q NEW BOLLARD �2 SHELVING TO BE REMOVED D3 SHELVING TO REMAIN a REMOVE EXISTING CASEWORK AND INSTALL NEW CASEWORK BY COSTCO n EXISTING ELECTRICAL PANEL TO REMAIN Q6 EASING "AED' UNIT TO REMAIN NEW 3'-0" x 7'-0" DOOR Q7 ® NEW COUNTER FRAME NEW OPENING AND PROVIDE NEW 12'-0" x 7'-0" OVERHEAD COIL DOOR D9 10 EXISTING GATE TO REMAIN 11 NEW SHELVING. OPEN FROM BOTH SIDES 12 EASING SIGNAGE TO REMAIN 13 PAINT NEW WALLS AND CONSULTATION ROOM TO MATCH EXISTING CEILING KEY (VOTES C1 EXTEND EXISTING CEILING GRID AS REQUIRED © DEMO EASING CEILING GRID AS REQUIRED, PATCH AND REPAIR. PROVIDE NEW CEILING GRID PER PLAN. MOVE HVAC ELEMENTS, SPRINKLER HEADS, AND FIXTURES AS REWIRED CEILING NOTES A. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTS DWGS. B. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. C. FURNISH AND INSTAL_ ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. D. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.O.N. (EXIST. SPRINKLERS TO REMAIN UNLESS CONFLICT WITH NEW ELEMENTS). E PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.O.N. F. ALL SWITCHES AND DIMMERS SHALL BE LOCATED W ABOVE FINISHED FLOOR TO CENTER OF SWITCH U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER AND FINISHED WITH ONE COVER PLATE U.O.N. G. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. H. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF COUNG HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, AND ASSOCIATED ITEMS. 1. IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECTS REFLECTED CEILING PLAN AND LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. I ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS (PERMITTED SEPARATELY). K. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E) CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. L SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. M. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES. N. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOLING OR DAMAGE, FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW, ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION - RELAMP EXISTING FIXTURES. 0. GC TO VERIFY CODE COMPLIANCE OF EXISTING ACOUSTICAL CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REWIRED BY CURRENT BUILDING CODES (INCLUDING, BUT NOT LIMITED TO; CURRENT IBC WALL MOLDING (2- ANGLE) AND SEISMIC SEPARATION JOINTS). P. GC TO VERIFY CODE COMPLIANCE OF ALL EXISTING LIGHTING FIXTURES AND ASSOCIATED SEISMIC BRACING RESTRAINTS. FIXTURES FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED AS REWIRED BY CURRENT BUILDING AND/OR ENERGY COMPLIANCE CODES. Q. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. R. ALL SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IMC/IBC OR SUPERSEDING CODE ALL FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH IME/IBC OR SUPERSEDING CODE CEILING LEGEND NEW 2'X4' SUSPENDED CEILING AND GRID AT t9'-O" A.F.F. REFER TO DETAIL FOR PATCH AND REPAIR SEISMIC BRACING, 9 A3.1 0 pq B/S MECHANICAL RETURN 2'X4' B/S FLUORESCENT LIGHT FIXTURE B /S MECHANICAL DIFFUSER AND GRILLE. RECEIVED CITY OF TUKWIL (E) FIRE SPRINKLER HEAD LEGEND NOTES: MAR. 04 2015 PERMIT CENTER 1. LIGHTING AND MECHANICAL INFORMATION IS ILLUSTRATED FOR REFERENCE PURPOSES, ONLY, TO INDICATE THE EXISTING CONDITIONS AND DESIGN INTENT. 2. MECHANICAL DRAWINGS AND ELECTRICAL DRAWINGS ARE DEFERRED SUBMITTAL 3. THE LIGHTING DESIGN AS SHOWN DOES NOT REQUIRE MORE LIGHTING FIXTURES THAN FIXTURES TO BE RELOCATED. A. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE B. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. C. GC SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. D. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. E. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED, F. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. G. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNSPOUTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO BUILDING STOCK. H. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWATCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. I. GC SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBGCS TO EXISTING CONSTRUCTION PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. J. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS, NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED PURPOSE K. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES AND TENANT. L REMOVE ALL EXISTING MATERIALS, WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES. COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. M. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DWGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DWGS. N. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 0. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4" IN 10'-0". THE GC SHAD_ NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. DEMO LEGEND DOSING INTERIOR WALLS, DOORS, REUTES, CABINETS AND SHELVING TO BE REMOVED (SHOWN DASHED), INCLUDING ELECTRICAL ITEMS ATTACHED TO WALLS. REFER TO FLOOR PLAN FOR EXTENT AND DIMENSIONS RE -USE ITEMS IN EXCELLENT CONDITION, OR RETURN TO OOMER FOR STORAGE REVIEWED FOR NCE CODAEP Rw�I , MAR 16 2015 City of Tukwila BUILDING DIVISION PLAN NOTES A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. B. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. C. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N. D. DIMENSIONS MARKED t MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL E. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCAIION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. F. REFER TO SHEET ADA FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. G. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N. H. "AUGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE I. MODIFY EXISTING SUBSTRATE AS REWIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. J. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE K. REFER TO MILLWORK SHOP DWGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. L ALL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. M. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED. WALL LEGEND SHADED WALLS INDICATE NEW WORK: PARTITION WALLS. 3-5/8" MTL STUDS (25 GA.) AT 16" 5 O.C. WITH 5/8" GWB EACH SIDE TO B.O. GRID. BRACE A3.1 PER DETAIL EXISTING CONSTRUCTION TO REMAIN. A. de Magalhaes Castro STATE OF WASHINGTON U _o fo Nrc c 000O0 N C C2 2 J " U p•TN N aj w-. N 0- 7 N DON AEON o fMCp,-p NLT N to UO y�� N V ='� o a p `o ff` � om a N 0 E� c cL Z N p C ciaN0.-o_(n�atL-c Q yoD a3:�oOEi.noo� C N p o E uN �E_c°p>��,tavo p vp N•p O .1D 7 N rn U o—.N pT"OEZ>o �co -- •- N O D U O O •- N L- N p E N E TV..o 3'O aNt C a N O L p C C N �.• O U LSO Cpp•- _ p oOZ nC U -2Z y N C O+. O ZL o E p nU 3, 3 o m c N +v y� o U 0U aooi2 ,"N,`o`oNaoo°coo +� --oOE soE o _(71 L AI N •O lo C C C ,= p N fn 41 C m cl n�.v•tot.>�U ``o`�cv2 on ¢¢¢-zom�3¢ERmO Uj O N cM E J E-+ N O M Cam) a U °'�� YN W C CCO (A O oo C ) o t-� _ O 5 N U 2 w Cn cu U "+ cxa `o o U_ Z� m 5 mo+ (=D3 o CC:))E :2 E M Q �, N � cc) O V_ m N 00 �— o U W fn O W (D >"' o LID 0 LLI GoOQ 0') t— o C'; g 0 UL1... () F_ REVISIONS NO. DATE BY A A a ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 03/03/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/02/15 CAD FILE: 15-021 A2.1 JOB NUMBER: 15-021 CHECKED: KS DRAWN: LK STATUS: PERMIT SET FLOOR PLAN, REFLECTED CEILING PLAN AND DETAILS Az. SCALE: 1/4" = 1'-0" 3/00/0 METAL FRAME & SOLID WOOD DOOR (BIRCH FINISH) A� NORTH �B EAST CD SOUTH CONSULTING ROOM ELEVATION SCALE: 3/8" = 1'-0" NOTES: 1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEIUNG SYSTEM @ 12'-0" O.C. BOTH WAYS WITH (MIN.) NO. 12 GAUGE WIRES PER ASCE 7-10, ASTM C635, ASTM C636 AND ASTM E580. 2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.C. 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 THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT If O.C. MAXIMUM. 4. ACOUSTICAL CEIUNG SYSTEMS SHALL COMPLY WITH IBC 803.9. 5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEIUNG TO THE STRUCTURE ABOVE SHALL BE PROVIDED. 6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED. 7. ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS. 8. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEIUNG. NON-COMBUSTIBLE STRUT CAPABLE OF RESISTING VERTICAL COMPONENTS INDUCED BY BRACING WRES. FASTEN SECURED TO STRUCTURE ABOVE: 12 G.A. VERT. HANGER WIRE 0 4'-0' O.C. BOTH WAYS LATERAL FORCE BRACING 4 EA. 12 GA. WRE SECURED TO MAIN RUNNER WITHIN 2' OF CROSS TEE INTERSECTION & SPLAYED W FROM E.A. OTHER PROVIDE 3/47 12'-0' O.C. IN BOTH DIRECTIONS W/ARST PUNT WITHIN 4'-V FROM EA. WALL 2 PERIMETER ARMSTRONG MAIN BEAM MIN. 3/4" AT UN -ATTACHED WALLS / EMT CONDUIT J/ VA/ / V I1vL1V„ METAL FRAME do SOLID ❑D WEST 1/2' EMT CONDUIT UP TO 5' 10' 3/4' EMT CONDUIT UP TO 18' 1' EMT CONDUIT UP TO 9' 9' METAL STUDS SINGLE 1-5/8' x 33 MIL STUD UP TO 12' 0' BACK-TO-BACK 1-5/8' x 33 MIL STUDS UP TO 15' 0' SINGLE 2-1/2' x 33 MIL STUD UP TO IS 6' BACK-TO-BACK 2-1/Y x 18 MIL STUDS UP TO 15' 0' NOTE: PLENUM AREAS GREATER THAN 15' 0' HIGH WILL REQUIRE ENGINEERING CALCULATIONS FOR COMPRESSION STRUTS 12 GA. VERT. WRE (TYP.) - 3 TURNS MIN. (TYP.) MAIN RUNNER OR CR TEE MAIN RUNNER CROSS TEE A] LATERAL FORCE BRACING E] ATTACHED 2" WALL MOLDING SPACE @ �P. WALL ACOUS. TILE WAIL ATTACH MEMBERS 0 PERIMETER TTYO ADJ. WALLS ONLY. © VERTICAL WIRE SPACING MIN. 2' ARMSTRONG CROSS TEE MIN. 2' MIN. 3/4' AT UN -ATTACHED WALLS F❑ PERIMETER COMPONENTS TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS SCALE: N.T.S. 8" MAX ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG MAIN BEAM ARMSTRONG ANGLE MOLDING ARMSTRONG STABILIZER BAR, OR OTHER SUITABLE SYSTEM, TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. ARMSTRONG CROSS TEE ARMSTRONG CROSS TEE PHARMACY STORAGE STUDS (8"x18GA. SAL 12'-O' CUR. O.H. DOOR FRAMING QB OVERHEAD DOOR DETAIL SCALE: 1/4" = 1'-0" FC COMPRESSION POST POP -RIVET THIS SIDE ONLY —FACIA MOLDING PER MANUFACTURER 1-1/2' CHANNEL MOLDING DI SEPARATION JOINT 12 GA. LATERAL SUPPORT WIRE VITHIN 3. OF EACH CORNER OF LIGHT FIXTURE SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WRE TURNS EA. CONNECTION POINT. 12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. RXTU� FIXTURE SUPPORT VARE SUPPLIED BY CEIUNG CONTRACTOR. CROSS TIE STRONG BEAM 60' MAX. TYP. 45' RECESSED FLUORESCENT FIXTURE `— MAIN STRUCTURAL RUNNER 4'-V O.C. © TYPICAL LIGHT FIXTURE BRACING 45' . CEILING OUTLINE OF HOOD PHARMACY PICK-UP 14 GA. SHEET METAL PANEL SECURITY BALMIER, INSIDE STORAGE ONLY 3 � /8' x 18 GA. METAL STUDS 16 O.C. MAXIMUM _oDN I BOX �I HEADER 3C O.H. DOOR COIL MATCH EXIST CRIPPLE STUDS 3-5/8' x 18 GA. @ 16' O.C. 3-5/8' x 18 GA. TRACK 8' x 18 GA. STUDS 3-5/8' x 18 GA. TRACK © BEAM BOX SECTION 3-5/*8' 18 GA. METAL STUDS @ 16' OC BOT. & TOP TRACK 18 GA. USE (2) SCREWS FROM EACH i TRACKFLANGE TO STUD FLANGES TYP. TOP & BOT. NOTE SEAT STUD WEB TIGHT TO TRACK WEB 0 TO' do BOT. OF STUDS DRIVE PINSI/4'x1 1/2' @ 247 OC _ MAX. & 6' MAX. FROM EA. END "Mp FpR OF TRACK, PROVIDE (2) @ EA. JAMB R�\/ICa p�tRNCE CO APpIWIFp LIAR 112015 CI of Tukwila Bv►�al"o olvlslo� 17 �W�A�LL�FRAMING DETA SCALE: 1/4" = 1'-0" IL 12'-0' UON 1 X 3 WOOD TRIM V x t6 GA. STEEL JOISTS AT 16 O.C. Gib PAINTED SUSPENDED TEE GRID W/ ACOUSTICAL BOARD RECEIVED CITY OF TUKWILA MAR. 0 A 2015 PERMIT CENTER 7855 Imo- - ♦w` Pedro A. de Magalhaes Castro STATE OF WASHINGTON s // •O J'� qf�� C C m d .. °N J �a> c c E o « _..1 U 0•TN N a O O N -aoa°i vEomoycyLoa�rn N 0 4TI�L Nw Li+ C o OO OL000 E C,01] v aEr v av— ID f0 GL •3 L OJ.L-. .x G rn a.-c C 0 CL C Q cc-aTi 0o7``nn•3 cL 6.o 'oi N C 0 C _ a E�° c� >; -0-0 N U0N TOv0N0J_0 NO o -_ ,Amoy L O LO C C C C •F. N +. O V Ln ,-aw 00O w00 n-i -O WAN dC m c 0Z.,L..NYACON 2 % — 0 L L O J 0 0 0 2 0 +•+ 00E -cy :0 LO00 CCC•vOdNfA`CtA •� �+� �' CL CLw 0 -0 O 8 -r- � L 0- ALL W 0 0L ff� TWO. C•O O— L "t O 02 OR N 0 7 0 0-0 7 U QQQ.,Z O w 01 3Q E O. O_O O O. rA C) " m E J c: () CM Nu V 2 9? "T.4 W C OcO CA O op U 2 a? o [� _ — U .C mmmca H '= N w m N � � Cc6 Q U o� c o Z�"- �� ool=:a =E Q N 00 cco o u") N o+ M Ni- T co M 6 o co 1— U w 0 0 W o W 0 r, V � 5 0 co co 0) I—CLo� �QFg 0=°Y 0 REVISIONS NO. DATE BY Al 0 0 0 A 0 ISSUE DATES DESIGN APPROVAL: PERMIT SUBMITTAL: 03/03/15 PERMIT RECEIVED: BID DOCS: CONSTR. DOCS: 24"x36" SCALE: AS NOTED PLOT DATE: 03/02/15 CAD FILE: 15-021 A3.1 JOB NUMBER: 15-021 CHECKED: KS DRAWN: LK STATUS: PERMIT SET INTERIOR ELEVATIONS AND DETAILS AM As NIL /MX3