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HomeMy WebLinkAboutPermit D15-0039 - SAHALE SNACKS - SERVER ROOM EXPANSION AND NEW PARTITIONSSAHALE SNACKS 341IS120 TH PL 100 D15-0039 Citv 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.Rov DEVELOPMENT PERMIT Parcel No Address: 1023049069 3411 S 120TH PL 100 Project Name: SAHALE SNACKS Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL, SEATTLE, WA, 98168 Contact Person: Name: SARAH DEVLIN Address: 2505 THIRD AVE SUITE 324, SEATTLE, WA, 98121 Contractor: Name: NORTHWAY CONSTRUCTION INC Address: 1433 VALENTINE AV SE, PACIFIC, WA, 98047 License No: NORTHC1905CQ Lender: Name: N/A LESS THAN $5000 Address: , , , DESCRIPTION OF WORK: Permit Number: Issue Date: Permit Expires On D15-0039 8/13/2015 Phone: (206) 720-7001 Phone: (253) 753-8100 Expiration Date: 2/18/2016 TENANT IMPROVEMENT IN EXISTING BUILDING, EXPAND EXISTING SERVER ROOM, NEW PARTITIONS TO BE NON - LOAD BEARING. Project Valuation: $4,000.00 Fees Collected: $291.30 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIIB Occupancy per IBC: F-1 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: ChanneIization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Z Permit Center Authorized Signature: / Date: dot A� 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. Date: 0a-1?q-%s Print Name: 69n lrZi� 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: 7: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 4: 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) 2: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 1: 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). 6: 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) 5: 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) 3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 8: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 9: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 10: ***BUILDING PERMIT CONDITIONS*** 11: 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. 12: 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. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: 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. 15: 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). 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 17: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING CITY OF TUKR _—A Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/hvww.TukwilaWA. _oovv Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) 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.. 1023049069 Site Address: 3411 South 120th Place Suite Number: 100 Floor: 1 Tenant Name: Sahale Snacks New Tenant: ❑ .....Yes m .. No PROPERTY OWNER Name: Sabey Corporation Address: 12201 Tukwila International Blvd City: Seattle State: WA zip 98168 CONTACT PERSON — person receiving all project communication Name: Sarah Devlin / Craft Architects Address: 2505 Third Ave, Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: Email: sarah@craftarchitects.com GENERAL CONTRACTOR INFORMATION Company Name: Northway Construction. Address: 1433 Valentine Ave SE, Suite 102 City: Pacific State: WA Zip: 98047 Phone: (206) 551-1416 Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Craft Architects Architect Name: Kathryn M. Craft Address: 2505 Third Ave, Suite 324 City: Seattle State: WA Zip: 98121 Phone: (206) 720-7001 Fax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: L Address: City: State: Zip: H:\Applications\Forms-Applications On Linc\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 1 of 4 • BUILDING PERMIT INFORMATIO 106-431-3670 Valuation of Project (contractor's bid price): $ 9- 4 0 Q . Qd Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Tenant Improvement in existing building, expand existing server room; new partitions to be be non -load bearing. Will there be new rack storage? ..... Yes m.. 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 60,785 III-B B, F-1, S-1 2 "d Floor 3rd Floor Floors thru l3asement 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: ©....... Sprinklers V1....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes .... No If "yes, attach list of materials and storage locations on a separate 8-112" x II " paper including quantities and Material Safety bata 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:\Applicetions\Forms-Applications On 1.ine\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 2 of 4 hh PUBLIC WORKS PERMIT INFC ATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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. Submitted with Application (mark boxes which apr ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ... Con struction/Excavation/FiII - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut El.. Pavement Cut ❑ .. Looped Fire Line 11 ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size.. " ...Water Only Meter Size............ ❑ ...Sewer Main Extension.............Public ❑ ❑... Water Main Extension.............Public ❑ WO# WO# WO# Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size -i FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Day Telephone: City Day Telephone: State Zip City State Zip H:\ApplicationsUorms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 3 of 4 bh PERT APP� ICTION NOTES�. ... Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR Sienature: . \ Ot� Print Name: Sarah Devlin Mailing Address: 2505 Third Ave, Suite 324 Date: 02/13/2015 Day Telephone: (206) 720-7001 Seattle WA 98121 City State Zip H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $181.64 D15-0039 Address: 3411 S 120TH PL 100 Apn: 1023049069 $181.64 DEVELOPMENT $173.20 PERMIT FEE R000.322.100.00.00 0.00 $168.70 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $8.44 TECHNOLOGY FEE TOTAL. R000322.900.04.00 0.00 $8.44 Date Paid: Tuesday, February 24, 2015 Paid By: NORTHWAY CONSTRUCTION Pay Method: CREDIT CARD 114255 Printed: Tuesday, February 24, 2015 9:55 AM 1 of 1 r NFSY57EM5 Date Paid: Friday, February 13, 2015 Paid By: CRAFT ARCHITECTS Pay Method: CHECK 007040 Printed: Friday, February 13, 2015 1:05 PM 1 of 1 R SYSTEMS INSPECTION RECORD Retain a copy with permit 1114ft-ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Type of fpspection, Address: 3L/ L t (10 Date Called/ — " SpecUl Instructions: a.m. Date Wanted:m. /tA 7 — (J p. —1— Regpestf,r- 17r isoneNo: I 6 Approved per applicable codes. 1:1 Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 1W Catt to schedule reinspection. ra 7 INSPECTION RECORD (( I I Retain a copy with permit LNT oc)3q INSPE : 10—N NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P r9je cy 5gA A 5 Type -of Inskelclog, Vq C44_ Address: 3q It �g, (2-0 Wf co Caked: Date Special Instructions: d Date wanted: a.m. P.M. Requester: Wo-ne No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 10t1, Catl to schedule reinspection. INSPECTION RECORD ,L Retain a copy with permit T INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: r- Type of Inspection: Address: Contact Person: Suite #: Special Instructions: Phone No.: F'Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Cr- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j Date: 3 f S I- Hrs.: j. v ❑ $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0039 DATE: 02/13/15 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120 PL - SUITE 100 X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: 2.1" ) Build• g Division S.NtPublic W PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Revision # Revision # Fire Prevention Structural ❑ before Permit Issued after Permit Issued CpL,- Ail- 9-f 7-15 Planning Division 41 Permit Coordinator a DATE: 02/17/15 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/17/15 Approved ❑ Approved with Conditions d Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 NORTHWAY CONSTRUCTION INC Page 1 of 2 Home I.nicio en Espanol Contact Safety Washington State Department of Labor & Industries NORTHWAY CONSTRUCTION INC Owner or tradesperson FRY, KYLE RAY Principals FRY, KYLE RAY, PRESIDENT FRY. SONYA LEIGH. SECRETARY Doing business as NORTHWAY CONSTRUCTION INC Search L&I - A-% Index Help My Secure L&I Claims & Insurance Workplace Rights Trades & Licensing 1433 VALENTINE AVE SE PACIFIC, WA98047 253-735-8100 KING County WA UBI No. Business type 602 977 633 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. NORTHC1905CQ Effective — expiration 02/18/2010— 02/18/2016 Bond ......._..... DEVELOPERS SURETY & INDEM CO $12,000.00 Bond account no. 250161C Received by L&I Effective date 01 /24/2011 02/01/2011 Expiration date Until Canceled Bond history Insurance American Fire & Casualty Co $1,000,000.00 Policy no. BKA56462377 Received by L&I Effective date 01/16/2015 01/18/2015 Expiration date 01/18/2016 Insurance history Savings N ................. o savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602977633&LIC=NORTHCI905CQ&SAW= 02/24/2015 ABBREVIATIONS V ANGLE FLUOR FLUORESCENT PS PAINT SYSTEM CENTER LINE FM FACTORY MUTUAL PSF POUNDS PER SQUARE FOOT 0 DIAMETER OR ROUND FOC FACE OF CONCRETE PSI POUNDS PER SQUARE INCH # NUMBER OR POUND FOF FACE OF FINISH PT PRESSURE TREATED PENNY FOIC FURNISHED BY OWNER PTD PAPER TOWEL DISPENSER 1 PERPENDICULAR INSTALLED BY CONTRACTOR PTD/R PAPER TOWEL DISPENSER tr PLATE FOIO FURNISHED BY OWNER AND RECEPTACLE INSTALLED BY OWNER PTN PARTITION AB ANCHOR BOLT FOS FACE OF STUD PTR PAPER TOWEL RECEPTACLE AC ACOUSTICAL FS FULL SIZE PVMT PAVEMENT A/C AIR CONDITIONING FT FEET ACP ACOUSTICAL CEILING PANEL FTG FOOTING QT QUARRY TILE ACT ACOUSTICAL TILE FTIC FURNISHED BY TENANT ADH ADHESIVE INSTALLED BY CONTRACTOR R RISER ADJ ADJACENT FTIO FURNISHED BY TENANT RA RETURN AIR AF ACCESS FLOOR INSTALLED BY OWNER RAD RADIUS AFF AT/ABOVE FINISH FLOOR FURR FURRING R&S ROD & SHELF AHJ AUTHORITY HAVING JURISDICTION FLIT FUTURE RB RESILIENT BASE AL ALUMINUM FUTURE- FUTURE ROUGH IN ONLY RCP REFLECTED CEILING PLAN ALT ALTERNATE RIO RD ROOF DRAIN AP ACCESS PANEL RD/O ROOF DRAIN OVERFLOW APC ACOUSTICAL PANEL CEILING GA GAGE REBAR REINFORCING BAR APPROX APPROXIMATE GALV GALVANIZED REF REFERENCE ARCH ARCHITECTURAL GB GRAB BAR REFR REFRIGERATOR ASPH ASPHALT GC GENERAL CONTRACTOR REINF REINFORCED BD BOARD GL GLASS OR GLAZING REQ'D REQUIRED BETW BETWEEN GLB GLU-LAM BEAM REV REVISION BLK BLOCK GND GROUND RH RIGHT HAND OR ROBE HOOK BLDG BUILDING GR GRADE RESIL RESILIENT BM BEAM GWB GYPSUM WALL BOARD RM ROOM BRG BEARING RO ROUGH OPENING BOT BOTTOM HB HOSE BIB RT RESILIENT TILE BSMT BASEMENT HC HOLLOW CORE OR HANDICAP RUB RUBBER BUR BUILT UP ROOF HDR HEADER RW RAIN WATER HDWD HARDWOOD RWL RAIN WATER LEADER HDWE HARDWARE CAB CABINET HM HOLLOW METAL S SOUTH CB CATCH BASIN HORIZ HORIZONTAL SC SOLID CORE CBU CEMENTITIOUS BACKER UNIT HR HT HOUR HEIGHT SCD SEAT COVER DISPENSER CEM CEMENT HTG HEATING SCHD SD SCHEDULE SOAP DISPENSER CER CERAMIC HVAC HEATING/VENTILATION/ SECT SECTION CFM CFT CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE AIR CONDITIONING SF SQUARE FEET CG CORNER GUARD HWH HOT WATER HEATER SHTG SHEATHING CHBD CHALK BOARD IBC INTERNATIONAL BUILDING CODE SIM SNK SIMILAR SINK CI CAST IRON ID INSIDE DIAMETER/ SLR SEALER CJT CLF CONTROL JOINT CHAIN LINK FENCE DIMENSION SND SANITARY NAPKIN CLG CEILING IEC INTERNATIONAL ELECTRIC DISPENSER CJ CONSTRUCTION JOINT IFC CODE COUNCIL INTERNATIONAL FIRE CODE SNR SANITARY NAPKIN CLK CAULKING IG INSULATED GLAZING SPEC RECEPTACLE SPECIFICATION CLO CLOSET IHM INSULATED HOLLOW METAL SQ SQUARE CLR CMU CLEAR CONCRETE MASONRY UNIT IN INCL INCH INCLUDE SST STAINLESS STEEL CNTR COUNTER: INSUL INSULATION SSK ST SERVICE SINK STONE/STONE TILE CO CLEANOUT INT INTERIOR STA STATION COL CONC COLUMN CONCRETE IPC INTERNATIONAL PLUMBING CODE STC SOUND TRANSMISSION CONSTR CONSTRUCTION JAN JANITOR STD CLASS STANDARD CONT CONTINUOUS JT JOINT STL STEEL CORR CORRIDOR CPT CARPET KIT KITCHEN STOR STORAGE CT CERAMIC TILE KO KNOCK OUT STRL STRUCTURAL CTR CENTER KS KNEE SPACE SUSP SV SUSPENDED SHEET VINYL CY CUBIC YARD SYM SYMMETRICAL LAM LAMINATE DBL DOUBLE LAV LAVATORY. T TREAD DEPT DEPARTMENT LB LAG BOLT TB TOWEL BAR DF DRINKING FOUNTAIN(W/O COOLER) LF LINEAL FOOT T&B TOP & BOTTOM DIA DIAMETER LG LENGTH TG TEMPERED GLASS DIAG DIAGONAL LH LEFT HAND THK THICK DIM DIMENSION LINO LINOLEUM TIG TEMPERED INSULATED DISP DISPENSER LKR LOCKER GLAZING DN DOWN LT LIGHT TO TOP OF DR DOOR OR DRAIN TOC TOP OF CONCRETE DTL DETAIL MACH MACHINE TOP TOP OF PAVEMENT DWR DRAWER MATL MATERIAL TOS TOP OF STEEL DS DOWNSPOUT MAX MAXIMUM TOSL TOP OF SLAB DW DISHWASHER MECH MECHANICAL TOW TOP OF WALL DWG DRAWING MEZZ MEZZANINE TPD TOILET PAPER DISPENSER MFR MANUFACTURER TPH TOILET PAPER HOLDER E EAST MH MANHOLE TPTN TOILET PARTITION EA EACH MIN MINIMUM TS TUBULAR STEEL EB EXPANSION BOLT MIR MIRROR TV TELEVISION EJ EXPANSION JOINT MISC MISCELLANEOUS TYP TYPICAL EL ELEVATION MLD MOLDING ELEC ELECTRIC MRGWB MOISTURE RESISTANT GWB UL UNDERWRITERS LABORATORY ELEV ELEVATOR MTD MOUNTED UNF UNFINISHED EM ENTRY MAT MTL METAL UON UNLESS OTHERWISE NOTED EMER EMERGENCY MULL MULLION UR URINAL ENCL ENCLOSURE OR ENCLOSED EP ELECTRICAL PANEL N NORTH VAR VARIES EWC ELECTRIC WATER COOLER NIC NOT IN CONTRACT VCT VINYL COMPOSITION TILE EPX EPDXY NO/# NUMBER VERT VERTICAL EQ EQUAL NOM NOMINAL VEST VESTIBULE EQUIP EQUIPMENT NTS NOT TO SCALE VIN VINYL EST ESTIMATE OA OVERALL VWC VINYL WALL COVERING EX EXPANSION OC ON CENTER EXIST EXISTING OD OUTSIDE DIAMETER / W WEST EXT EXTERIOR DIMENSION W/ WITH FA FIRE ALARM OFF OH OFFICE OVERHEAD W 0 WC WITHOUT WATER CLOSET FBO FURNISHED BY OTHERS OPH OPPOSITE HAND WD WOOD FCIC FURNISHED BY CONTRACTOR OPNG OPENING WF WIDE FLANGE INSTALLED BY CONTRACTOR OPP OPPOSITE WC WIRE GLASS FCTY FACTORY WHSE WAREHOUSE FD FLOOR DRAIN PERP PERPENDICULAR WP WATER PROOF FDN FOUNDATION PFN PREFINISHED WR WATER RESISTANT FE FIRE EXTINGUISHER PL PLATE OR PROPERTY LINE WSCT WAINSCOT FEC FIRE EXTINGUISHER CABINET PLAM PLASTIC LAMINATE WEIGHT FF FACTORY FINISH PLYWD PLYWOOD FIN FINISH PNL PANEL XFMR TRANSFORMER FL FLOOR PNT PAINT YD YARD FLG FLASHING PR PAIR 3 J a W W U) of W 0 U s co cc + a a 0 COLUMN LINE/GRID LINE DOOR/RELITE NUMBER CORRESPONDS TO ROOM ENTERING 1078 OX KEY NOTE WT PARTITION TYPE X REVISION NUMBER REVISION CLOUD AROUND REVISION - - MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN X DETAIL OR ENLARGED PLAN AX.X DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES NDO WINDOW SYMBOL A INTERIOR ELEVATION(S) D AX.X B__-ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN TITLE ROOM IDENTIFICATION TITLE2 TITLE3 ROOM NAME ROOM ROOM NO. FINISHED CEILING HEIGHT - - PROPERTY LINE 78 NEW OR FINISHED CONTOURS 71 EXISTING CONTOURS TOP OF WALL 6� TOP OF CURB �h N TOP OF PAVEMENT PNORTHT N PROJECT NORTH DENOTES CHANGE IN ELEVATION PT FINISH SYMBOL 2 1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING, PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 7. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT" SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRIVATE. 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. 17. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS'. THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING: (A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION AGENCY. 18. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. FILE COPY ;- Permitift x y an review approval is subject to errors and omissions. 3proval of construction documents does not authorize s violation of an adopted code or ordinance. Receipt scope y p diSI�NS the ti;�, approved Field Copy and conditions is acknowledged. r.-�- RE made t° vak o� hall be ch a pro anges soUt Prior vp`ls� P • • By: too °rk \NV lid�n9 o an °{ w k�Nlla 6u a �e�ra P . ova tees. ©ate: , 01- a2 - Witt regUtice 14n rep'., ---. iahs t�onat P City of TL11nmi1a BUILDING D1V1J�1ON �.. SLc- PAIMATE Psi ,MIT REQUiR"D FOR: L�7 ,. Mebhanical Electrical tplumbing as Piping City of Tukwila 6'1A!_Mji"�3� i DIVISION PROJECT DIRECTORY ARCHITECT/CONTACT: CRAFT ARCHITECTS, PLLC. CONTACT: 2505 THIRD AVE, STE. 324 PHONE: SEATTLE, WASHINGTON 98121 EMAIL: ARCHITECT OF RECORD: KATHRYN M. CRAFT OWNER: SABEY CORPORATION CONTACT: 12201 TUKWILA INTERNATIONAL BLVD. PHONE: FOURTH FLOOR EMAIL: SEATTLE WA, 98168 TENANT: SAHALE SNACKS CONTACT: 3411 SOUTH 120TH PLACE, SUITE 100 PHONE: EMAIL: SEATTLE, WA 98168 GENERAL CONTRACTOR: VICINITY MAP NTS NORTHWAY CONSTRUCTION 1433 VALENTINE AVE SE, STE. 102 PACIFIC, WA 98047 N 4 TAX PARCEL # 1023049069 LEGAL DESCRIPTION CONTACT: PHONE: EMAIL: PORTION OF GOV LOT 15 IN SW 1/4 OF SECTION 10-23-04 BEGIN NW CORNER OF SW 1 /4 TH S 01-46-02 W 107.22 FT TH S 87-33-12 E 512.24 FT TO POINT OF BEGINNING TH S 87-33-12 E 214.16 FT TH N 78-40-52 E 415.05 FT TO WLY MARGIN OF E MARGINAL WAY TH S 16-31-41 E 241.92 FT TH S 28-02-57 E 104.42 FT TH S 17-01-47 E 100.50 FT TH S 11-19-15 E 13.28 FT TH N 58-13-58 W 473.87 FT TH S 01-46-02 W 37 FT TH N 88-13-58 W 307.80 FT TH N 01-46-02 E 373.93 FT TO POINT OF BEGINNING - LOT 1 OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000-042 RECORDING NO 20000828900001 CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2012 IBC 2012 IPC 2012 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2012 IECC REGULATIONS & ORDINANCES 2012 WASHINGTON STATE AMENDMENTS 2012 WASHINGTON STATE ENERGY & VENTILATION CODE ZONING DISTRICT: MIC/H CONSTRUCTION TENANT IMPROVEMENT EXISTING OCCUPANCY CLASSIFICATION: B (OFFICE)/F-1(MANUFACTURING)/S-1(WAREHOUSE) TYPE OF CONSTRUCTION: III B SPRINKLER SYSTEM: FULLY SPRINKLERED NOTE: BUILDING SQUARE FOOTAGE IS EXISTING, SCOPE OF WORK DOES NOT INVOLVE SQUARE FOOTAGE AMENDMENTS AND DOES NOT IMPACT OCCUPANCY LOADS. ACTUAL FLOOR AREAS: OFFICE (EXISTING) (B) 9,988 SQ FT MANUFACTURING (EXISTING) (F-1) 31,080 SQ FT WAREHOUSE (EXISTING) (S-1) 19,717 SQ FT TOTAL ACTUAL FLOOR AREA: 60,785 SQ FT OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.1) OFFICE (8) 9,988 SQ FT / 100 = 100 MANUFACTURING (F-1) 31,080 SQ FT / 100 = 311 WAREHOUSE (S-1) 19,717 SQ FT / 500 = 39 TOTAL OCCUPANCY LOAD 60,785 SQ FT = 450 EXIT REQUIREMENTS: (SEC. 1021 TABLE 1021.1 & 1021.2) NUMBER REQ'D NUMBER PROVIDED OFFICE 2 2 MANUFACTURING 2 2 WAREHOUSE 2 2 SARAH DEVLIN (206) 720-7001 SARAH®CRAFTARCH ITECTS.COM KEN STICKLEY (206) 277-5230 KENS®SABEY.COM KYLE FRY (206) 551-1416 KYLE®NORTHWAYI NC.COM SITE PLAN PROJECT INFORMATION 341 t. SOUTH 120TH PLACE, SUITE 100 SEATTLE, WA 98168 PROJECT DESCRIPTION TENANT IMPROVEMENT IN EXISTING BUILDING; EXPANDED SERVER ROOM, NEW PARTITIONS TO BE NON -LOAD BEARING. INDEX OF DRAWING%25 T1.1 GENERAL INFORMATION AND SITE PLAN T1.2 ACCESSIBILITY GUIDELINES ADA ARCHITECTURAL SITE/EGRESS PLAN A2.1 DEMOLITION PLAN, FLOOR PLAN, REFLECTED CEILING PLAN & PARTITION TYPES 9,988 SQ FT OFFICE ® 1 /250 40 STALLS 31,080 SQ FT MANUFACTURING ® 1/1000 16 STALLS 19,717 SQ FT WAREHOUSE ® 1/2000 10 STALLS TOTAL STALLS REQUIRED 66 STALLS ACCESSIBLE STALLS PROVIDED 2 STALLS TOTAL STALLS PROVIDED 70 STALLS PLUMBING FIXTURE REQ'S NOTE: PLUMBING FIXTURES ARE EXISTING; SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS AND DOES NOT INCREASE FIXTURE REQUIREMENTS. ENERGY REQUIREMENTS RECEIVED CITY OF TUKWILA NO BUILDING ENVELOPE MODIFICATIONS ARE PROPOSED. FEB 13 2015 MENT�ERMIT CENTER LIGHTING REOUIRE FIXTURE QUANTITY NOT INCREASED, FIXTURE RELOCATION ONLY. SEPARATE PERMIT SUB ITTALS ELECTRICAL, MECHANICAL, FIRE ALARM/SPRINKLER 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CONSULTANT 7052 REGISTERED ARCHITECT H N M. CRAFT W STATE ASHI Go Submittals/Revisions: FOR PERMIT 02/13/2015 Sheet Title: GENERAL INFORMATION AND SITE PLAN Date: 02/12/2015 Design: Drawn: Project No: 15-041 Approved: Building No: Sheet No: I ini COPYRIGHT CRAFT ARCHITECTS 2015 3 N ~I E ti 0 Co a 0 = f = FLOOR SURFAM A CFUINGES IN LEVEL ANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL) A. Changes in level up to 1/4" may be vertical and without edge treatment B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2. i 2 .� R\ r-_ �� EEikd ANSI/ICC A117.1 302.2 - CARPET A. Carpet provided on a floor surface shall be securely attached; have a firm pad or backing, or no pad; and have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Maximum pile thickness shall be 1/2". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. ANSI/ICC A117.1 302.3 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2" wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. ANSI/ICC A117.1 305.2 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 404 DOORS continued 5503 PARKING AND PASSENGER LOADING ZONES Continued 604 WATER CLOSETS do TOILET COMM100 continued 609 GRATA BARS 703 SIGNAGE conRettad ANSI/ICC A117.1 404.2.6 - DOOR HARDWARE ANSI/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) ANSI/ICC A117.1 609.3.2 - SIZE AND SPACING X110 A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is A. Each accessible parking space must have individual vertically mounted or suspended A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the A. Diameter or width of gripping surface shall be 1-1/4" to 2", or the shape shall easy to grasp with one hand and does not require tight grasping, tight pinching, or sign. Required van accessible spaces must be designated. dispenser is located above the grab bar, the outlet of the dispenser shall be located provide an equivalent gripping surface. twisting of the wrist to operate. B. Characters and symbols on such signs shall be located 60" minimum above the 24" min-36" max from the rear wall. Where the dispenser is located below the grab 1. The space between grab bars and adjacent walls shall be 1-1/:? 7!!!;!: 1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are ground. bar, the outlet of the dispenser shall be located 24" min-42" max from the rear & MEN acceptable designs. wall. The outlet of the dispenser shall be 18"-48" maximum A.F.F. ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTH 2. When sliding doors are fully open, operating hardware shall be exposed and usable ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE 1. Dispensers that control delivery or do not permit continuous paper flow shall not A. Grab bars and mounting devices shall meet the following requirements: ''' ' from both sides. A. Provide minimum vertical clearance of 1 1 e at accessible passenger loading zones be used. 609.8 Allowable stresses shall not be exceeded for materials used where a vertical 3. Hardware required for accessible door passage shall be mounted between 34" and and along at least one vehicle access route from site entrances and exits. or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener I Letter & numbers on signs shall have a width 41T above finished floor. ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS mounting device, or supporting structure. to height ratio of between 3:5 & 1:1 and ANSI/ICC A117.1 503 - PASSENGER LOADING ZONE A. Wheelchair accessible compartments shall comply with Section 604.9. Toilet 1. Shear stress induced by application of 250 lb. shall be less than allowable shear a stroke - width to height ratio between ANSI/ICC A117.1 404.2.7.1 DOOR CLOSERS A. Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable. stress for material used. If connection between grab bar and mounting bracket 1:5 & 1:10. Letters and numbers shall be raised A. Door closers shall be adjusted so that from an open position of 90 degrees, the long adjacent and parallel to the vehicle pull-up space. If there are curbs between is considered to be fully restrained, then direct and torsional shear stresses shall [� 1/37', upper case, sans serif or simple serif time required to move the door to an open position of 12 degrees shall be 5 the access aisle and the vehicle pull-up space, then a curb ramp complying with 4.7 „ be totaled for the combined shear stress, which shall not exceed the allowable `ram type and shall be accompanied with seconds minimum. shall be provided. Vehicle standing spaces and access aisles shall be level with 54 MIN ILI shear stress. grode 2 Braille, raised characters shall be at surface slopes not exceeding 1:48 in all directions. „ 2. Shear force induced in a fastener or mounting device from application of 250 lb. International Symbol least 5/8" - 3" high plus 1/8" per foot of ANSI/ICC A117.1 404.2.7.2 - SPRING HINGES 39 -41 shall be less than allowable lateral load of either the fastener or mounting device y viewing distance above 21 feet. A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, GALVANIZED MOUNTING BOLTS I I 11or the supporting structure, whichever is the smaller allowable load. of Accessibility the door shall move to the closed position in 1.5 seconds minimum. - � 12" MAX 42" MIN 36" MIN. 3. Tensile force induced in a fastener by a direct tension force of 250 lb. plus the •Qdd Dgt.411 „ maximum moment from the application of 250 lb. shall be less than the ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - DOOR OPENING FORCE €0 12 24 allowable withdrawal load between the fastener and the supporting structure. � Locate flush controls A. The maximum force for pushing or pulling open a door shall be as follows: on wide side 609.6 Grab bars shall not rotate within their fittings. 1. Fire doors shall have the minimum opening force allowable b the appropriate STATE I �� Light switch 8 MAX P 9 YI Thermostats, Etc. 0. administrative authority. __--\\ PMKING 0 'b, 11 M ANSI/ICC A117.1 609.5 - ELIMINATING HAZARDS w 2. Other doors REPO M I I M I A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. = IX a. Exterior hinged, sliding or folding door: 10.0 lb. max. yUIUIRED M Edges shall be rounded. w c, b. Interior hinged doors: 5.0 lb. max. o ACCESSIBLE " ° N c. Interior sliding or folding doors: 5.0 lb. max. z /, These forces do not apply to the force required to retract latch bolts or disengage � Z Rear Wall Grab Bar for Water Closet m U � PRE-MANUF. SIGN o z other devices that may hold the door in a closed position. b o N Side Wall Grab Bar for Water Closed a w m 4 DIA. STEEL POST W/ CAP7-02 o0 `n p FINISH GRADE ANSI/ICC A117.1 702.1 - GENERAL I . SET POST IN CONIC. 36" MAX 3Ei' MAX A. When required, visual alarms shall be provided in each of the following areas, as a o 4O6 CURB PS " `I I. minimum: rest rooms and an other general usage areas a meetingrooms I 1i41F: INSTALL SIGN AT ALL ACCESSIBLE PARKING » Convenience Outlets I I 24 MIN hallways, lobbies, and any other area for common use. ANSI/[CC A117.1 406 - SLOPE (REFERENCE DETAIL) STALLS. SPACES DESIGNATED FOR VAN PARKING z D ai Data, Tel., Etc. 307 PROTRUDING OBJECTS (REFERENCE DETAILS) . 'I I SHALL HAVE ADDITIONAL SIGN 'VAN ACCESSIBLE' M9A. Slopes of curb ramps shall comply with 406 1� ;. MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN z Accessible audible and visible alarms and notification appliances shall be installed in B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb PDs�1eIF• � accordance with NFPA 72. ANSI/ICC A117.1 307 - GENERAL ramp, or accessible route shall not exceed 1:20. Detail - A. Objects projecting from walls (for example, telephones) with their leading edges NFPA 72 - AUDIBLE ALARMS between 27"-80" above the finished floor shall protrude no more than 4" into walks, ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) _ � z 'o A. If provided, audible alarms shall produce a sound that exceeds the prevailing halls, corridors, passageways, or aisles. Freestanding objects mounted on posts or A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. LIN 11 M � equivalent sound level in the room or space by at least 15 dba or exceeds any ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREEZER pylons may overhang 12' maximum from 27"-80" above the ground or finished maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder. Combination refrigerators and freezers shall have at least 50% of the freezer B. Sound levels for alarm signals shall not exceed 120 dba. compartment shelves, including floor. Protruding objects shall not reduce the clear width of an accessible route or ANSI/ICC A117.1 406.3 -SIDES OF CURB RAMPS (REFERENCE DETAIL) g p g the bottom of the freezer 54 inches (1370mm) maneuvering space. A. If a curb ramp is located where pedestrians must walk across the ramp or where it9�m maximum above the floor when the shelves are installed at the maximum heights ANSI ICC A117.1 602.1 - GENERAL is not protected by handrails or guardrails, it shall have flared sides; the maximum , 4" MIN 4" MIN NFPA 72 -VISUAL ALARMS possible in the compartment. A clear floor space, positioned for a parallel approach A. Accessible drinking fountains shall comply with Sections 602 and 307. A. Visual alarm signal appliances shall be integrated into the building or facility alarm to the space dedicated to a refri erator freezer, shall be provided. The centerline of the slope of the flare shall be 1:10 „ 9 PP 9 9 t!' p g / I 42" VAX 42 AX system. If single station audible alarms are provided then single station visual alarm clear floor space shall be offset 24 inches (610 mm) maximum from the centerline of ANSI/ICC A117.1 602.2 - CLEAR FLOOR SPACE signals shall be provided. �. � 4" fufAX_ CI FAR WIf1T�l ANY AMOUNT � � 9 P the dedicated space. z M b ao Dktd f __� � r If x Is less than 48" Then The Slope Of The Fl, � "k N Sides Shall Not Exceed 1: 308 A 309 REACH RANGES AND OPERABLE PARTS ANSI/[CC A117.1 308 - HEIGHT (REFERENCE DETAIL) A. Unobstructed front approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >24" deep must have 3T clear floor width. - B. Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an alcove >15" deep must have 60" clear floor width. C. Obstructed front approach, 20" max depth - 48" max. A.F.F. forward reach . D. Obstructed front approach, >20"-25" max depth - 44" max. A.F.F. forward reach E. Obstructed side approach, 10" max depth and 34" max height obstruction, 48" max. A.F.F. side reach F. Obstructed side approach, >10"-24" max depth and 34" max height obstruction, 46" max. A.F.F. side reach G. Electrical & communication system receptacles shall be mounted no less than 15" above the floor. ANSI/ICC A117.1 309 - OPERABLE PARTS 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 5.01bs maximum. 403 ACCESSIBLE ROUTE - WALKING SURFACES IBC 1104 - LOCATION A. At least one accessible route shall be provided from public transportation stops, accessible parking and loading zones, and public streets or sidewalks to the accessible building entrance. B. Pedestrian route connections shall be clearly demarked where it crosses drive aisles. Method of demarkation shall match existing in shopping center painted striping. ANSI/ICC A117.1 403.5 - CLEAR WIDTH A. The minimum clear width shall be 32" at a point for a max. length of 24" and 36" continuously, per Table below. MINIMUM SEGMENT LENGTH SEGMENT WIDTH less than or 32" equal to: 24 greater than: 24 3V IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH A. Clear width of an accessible route shall comply with Table above. For exterior routes of travel, the minimum clear width shall be 4. ANSI/ICC A117.1 403.5.2 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60"x60" shall be provided at 200' max. spacing. B. The minimum clear width for two wheelchairs to pass is 60" ANSI/ICC A117.1 307.2 IBC 1009.2 and 1010.5.2 A. Accessible routes shall have BIT min. clear head room. ANSI/ICC A117.1 403.3 SLOPE A. Running slope shall not exceed 1:20. B. Cross slope shall not exceed 1:48 M ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 404.2.2 and 404.2.3 ANSI/ICC A117.1 404.2.2 - CLEAR WIDTH A. Doorways shall provide a clear opening of 37' minimum, with the door open 90'. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24 in depth shall provide a clear opening of 36" minimum. ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & O" beside strike edge (12" ® strike if door has both a closer and a latch) B. Hinge side approach pull side - 60' min. width; 36" min. beside strike edge or - 54 min. width; 42" min. beside strike edge Hinge side approach push side - 42" min. width & 22" min. beside hinge edge (48"min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 29 min. beside strike edge (54"min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48"min. width if door has a closer) ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2'. Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2 110 Max. slope am Standard Curb Rp Adjoining Sloppe Shall Not Exceed 1:20 _l _ � 112 Max. slope Curb Ramp Parallel to Curb Adjoining Slope Shall A. A clear floor space complying w/ Section 305, positioned for a forward approach Protruding Dis,lanser Protruding Dis e!c nser Recessed Dispgriser Visual Alarm appliances shall have the following features: Not Exceed 1:20 to the drinking fountain, shall be provided. Knee & toe space complying with Below Grab Bar Above Grab Bar 1. The lamp shall be a xenon strobe type or equivalent. Section 306 shall be provided. The clear floor space shall be centered on the 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white 902 DINING SU AIt3S ASURFAI� Flared side drinking fountain. I' ht WDRK EXCEPTIONS: 1. Drinking fountains for standing persons. W5 - ig )' 3. The maximum pulse duration shall be two -tenths of one second with a maximum duty cycle of 40%. (The pulse duration is defined as the time interval between ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACE :;��� 2. Drinking fountains primarily for children's use. 3. In existing building, existing drinking fountains providing a parallel approach initial and final points of 10% of max signal) A A clear floor space complyingwith Section 305, positioned for a forward approach, P P PP shall be provided. Knee and toe clearance complying p plying with Section 306 shall be complying w/ Section 305, centered on the drinking fountain shall be permitted. A117.1 605 - URINALS ANSI/[CCProvided. A. Accessible urinals shall comply with Section 605. 4. The intensity shall be a minimum of 75 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz Ram (1:12 Max. Slope) p 4. Where specifically permitted by the administrative authority, a parallel approach shall be permitted that replace existing parallel approach drinking fountains. 6. The appliance shall be placed 80" above the highest floor level within the space ANSI ICC A117.1 902.4- HEIGHT / e) Shalt Have Detectable Warnings ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL) or 6" below the ceiling, whichever is lower. A The tops of accessible tables and counters shall be 28" minimum, and 39 and contrasting color. ANSI/ICC A117.1 602.3 -OPERABLE PARTS A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17' a. In large rooms and aces exceeding 100' across without obstructions 6' 9 P 9 � maximum, above the finished floor. A. Operable parts shall comply with Section 309. maximum above the finished floor. The rim shall extend a minimum of 1,W from above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from /� 36' Min. ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT A. Wheelchair accessible spout outlets shall be 36 inches max. off. Standing person the wall. ANSI ICC Al7.1- 605.3 - CLEAR FLOOR SPACE RE / (REFERENCE DETAIL) the ceiling. 7. In general, no place in any room or space shall be more than 50' from the 90 IM spout outlets shall be 38 inches min. & 43 inches max. off. A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. signal (measured in a horizontal plane). . 8. No place in common corridors or hallways shall be more than 50' from the ANSI ICC A117.1 903.2 - CLEAR FLOOR SPACE / ANSI/ICC A117.1 602.5 -SPOUT LOCATION 1. This space shall adjoin or overlap an accessible route. signal. A. a clear floors ace complyingwith section 305, positioned for parallel approach to P P P PP A. Spout shall be located 15 inches min. from the vertical support and 5 inches max. 2. Urinal shields that do not extend beyond the front edge of the urinal rim may be SIGNAGE the bench seat shall be provided. 11Location of Typical Parking from the front edge of the drinking fountain, including bumpers. Access Aisle provided with 29" clearance between them. " 703 ANSI ICC A117.1 903.3- SIZE / /�_ ANSI/ICC A117.1 602.6 - WATER FLOW 3. Urinals installed in alcoves deeper than 24 require a maneuvering area of at least 36' minimum wide, centered on fixture. WHERE APPLICABLE A. Signs which designate permanent rooms and spaces shall comply with the A. Benches shall have seats 42" minimum in length and 20" minimum and 24" Ramps (1:12 Max. Slope) A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water requirements listed below for: iidepth. maxmumneP Shall Have Detectable Warnings stream from spouts within 3 inches of the front of the drinking fountain shall be 30 ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL) 1. Raised and Braille Characters, and Pictograms ANSI/ICC A117.1 903.4 - BACK SUPPORT degrees max. and from spouts between 3 inches & 5 inches from the front of the and contrasting color. 9 P Note : If Slope is 1:20 or less no drinking fountain shall be 15 degrees max., measured horizontally relative to the Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS 2. Finish and Contrast Exception: Employee name signs are not required to comply. A. The bench shall rovide for back su ort or shall be fixed to a wall. Back su ort P PP PP contrasting color or texture is required front face of the drinking fountain. shall be 42" minimum in length and shall extend from a point 2" maximum above the WHERE APPLICABLE seat surface to a point 18" above the seat surface. 5"MAX 15"MIN A. Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS r ----- --- 1. Character Proportion A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges 1 48" MIN. 2. Character Height . shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb I � 3. Finish and Contrast ramps shall have 48" minimum clear space outside active traffic lanes of the I_t7------_ Exception: Building directories, menus, and all other signs which are SIM roadway. If diagonal curb ramps are provided at marked crossings, the 4Er clear �N I temporary are not required to comply. space shall be within the markings. If diagonal curb ramps have flared sides, they � 9 x n'M Q ANSI/ICC A117.1 905.2 -CLEAR FLOOR SPACE shall also have at least a 24" long segment of straight curb located on each side ;... N I WHERE APPLICABLE (REFERENCE DETAIL) A clear floor space complying with Section 305 shall be provided. Forward roach------ - of the curb ramp and within the marked crossing. -�A � � d.2 A. Element and spaces of accessible facilities which shall be identified by the CE International Symbol of Accessibility are: ANSI/ICC A117.1 905.3 -HEIGHT ANSI/ICC A117.1 406.11 - ISLANDS I- 0 14" MIN 1. Parking spaces designated as reserved for persons with disabilities. Accessible storage elements shall comply with at least one of the reach ranges specified A. An raised islands in crossings shall be cut through level with the street or curb "' 2. Accessible passenger loading zones. in Section 308. Y 9 9 Detajl Detai P 9 9 ramps at both sides and a level area at least 48" long and 36" minimum wide W3 120 3. Accessible entrances when not all are accessible (inaccessible entrances shall have between the curb ramps in the part of the island intersected by the crossings. directional signage to indicate route to nearest accessible entrance). ANSI/ICC A117.1 905.4 - OPERABLE PARTS ANSI/ICC All17.1 603.2.2 - DOORS 4. Accessible toilet and bathing facilities when not all are accessible. Operable parts of storage facilities shall comply with Section 309. A. Doors shall not swing into the clear floor space or clearance for any fixture. WF LAVATT)RIES ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) ANSI/ICC A117.1 703.2.4 -CHARACTER HEIGHT (REFERENCE DETAIL) " 410 PIATFORdd URS ANSI/ICC A117.1 410.1 - GENERAL A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. ANSI/ICC A117.1 410.2 - LIFT ENTRY A. Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall comply with Section 410.2.2. ANSI/ICC A117.1 410.2.1 - DOORS AND GATES A. Doors and gates shall be low energy power operated doors or gates complying with Section 404.3. Doors shall remain open for 20 seconds minimum. End door clear opening width shall be 32 inches minimum. Side door clear opening width shall be 42 inches minimum. Exception: Lifts serving two landings maximum and having doors or gates on opposite sides shall be permitted to have self closing manual doors or gates. ANSI/ICC A117.1 410.2.2 - RAMPS A. End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches minimum in width. ANSI/ICC A117.1 410.3 - FLOOR SURFACES A. Floor surfaces of platform lifts shall comply with Section 302 ANSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE A. The clearance between the platform sill and the edge of any runway landing shall be 1 1/4 inch maximum ANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACE A. Clear floor space of platform lifts shall comply with Section 305. ANSI/ICC A117.1 410.6 - OPERABLE PARTS A. Controls for platform lifts shall comply with Section 309. ANSI/ICC A117.1 603.2 - CLEARANCES A. The accessible fixtures and controls required shall be on an accessible route. An A „ Lavatories shall be mounted with the rim or counter surface no higher than 34 Height: The uppecose letter I" shall be used to determine the allowable height of all characters of a font and shall be a minimum of r and 2" maximum. unobstructed turning space complying with 304 shall be provided within an accessible above the finished floor. 1. Lavatories shall extend 17' minimum from the wall. toilet room. The clear floor space at fixtures and controls the accessible route and p 2. Clearance of 27" minimum shall be provided from the finished floor to bottom EXCEPTION: Where separate tactile and visual characters with the some information are the turning space may overlap, however, the only turnip space provided shall not be 9 P Y P Y 9 P P of apron. provided, the height of the tactile upper case letter � shall be permitted to be � " CLEAR FLOOR SPACE located within a stall. 3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge minimum. A. Floor space shall comply with ANSI/ICC A117.1 305 to allow a forward, parallel ANSI ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS / of the lavatory, 30" wide minimum, and 19" deep minimum. ANSI/ICC A117.1 703.2.5 -CHARACTER WIDTH approach or both. A. If lavatories and mirrors are provided, then at least one of each shall comply P P Y 4. Toe clearance of 9" minimum shall be provided for the full depth of the A. Width: The uppercase letter 0" shall be used to determine the allowable width of all HEIGHT • . with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet lavatory. characters of a font, and shall be 55% min. and 110% max. of the height of the A. Operable parts shall be placed within one or more of the reach ranges specified in stalls unless other accessible lavatories and mirrors are provided in the toilet room. ANSI/[CC A117.1 606 -DEPTH uppercase "I" of the font. ANSI/ICC A117.1 section 308, summarized earlier in this sheet. . ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A. Each sink shall be a maximum of 6-1/2" deep. OVERHEAD SIGNS A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" A. Characters and numbers on overhead signs shall be sized according to the viewing maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be C distance from which they are to be read. mounted with the bottom edge of the reflecting surface 35" maximum above the E 1. For signs higher than 70" A.F.F., character size shall be 2" minimum plus r per floor. o E foot of viewing distance above 15 feet. E . 7" Mi 2. The minimum height is measured using an upper case letter "f . 0 3. Lower case letters are permitted. r! - - 604 WATER CLOSETS A TOILET P o M clear I floor a ANSI/ICC All 17.1 703.3-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMS A. Raised characters shall comply with section 703.3 and shall be duplicated in braille ; • , �. ,, r _.„ `'�- o b space •- ANSI/ICC A117.1 604.3 -CLEARANCES L - - 9 kinax. complying with section 703.4. B. Letter and numerals shall be raised 1/3T, upper case, sans serif and shall be = v'2 i ;t - u,? J i ° !' 1 A. Clear floor space for water closets not in stalls shall be provided as follows: N N , " 19" a accompanied by grade 2 Braille. ,+ ( C Clearance around a water closet shall be 60" minimum in width, measured Min 1. Raised character height: r minimum to S plus r per foot of viewing distance ,,,� %,;L1'1 ;' perpendicular from the sidewall. Clearance around the water closet shall be 56" above 21 feet. ��a 3 minimum in depth, measured perpendicular from the rear wall. (Reference Detail)pg Dgt4ll 2. Braille shall be contracted (grade 2); shall be located below title corresponding I �,4 , 5 1 B. No door swings are allowed in clear floor area. text. 3. Pictograms shall be accompanied by the equivalent verbal description placed a, cj' o' 56" MIN. -11 ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACES directly below the pictogram. 4. The border dimension of the pictogram shall be 6" min. in height. ,+_td 0, 5, + + F ��""'tr_Z. �•,(� �,) r, � 4 MIN. 1T MAX A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise -,TMr "t "I h, configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. ANSI/ICC A117.1 703.3.12 - FINISH AND CONTRAST'­�. n -1 ., < Nbr • ° ` -f A. Characters and their background shall have a nonglare finish. Characters shall contrast with their background with either light characters on a dark background or ANSI/ICU A117.1 606.4 - FAUCETS dark characters on a light background. �b A. Controls shall be operable with one hand and shall not require tight grasping, __ pinching, or twisting of the wrist. ANSI ICC A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT REFERENCE DETAIL 502M PARKING AND PASSENGER LOADING ZONES B Th f d t f t t I h II b A. th / ( ) ANSI/]CC A117.1 502 - PARKING SPACES A. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces shall be 132" minimum in width. EXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width where the adjacent access aisle is 96" minimum in width. B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" wide. C. Surface slope shall not exceed 1:48 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) M. 24- . e orce require o ac Iva a con ro s s a e no grea er an 5 ANSI/ICC A117.1 604.5 - GRAB BARS (REFERENCE DETAILS) A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" - 36" above the finish floor. 1. Side wall horizontal: 41' in length minimum, 12" max from rear wall, extending ■ Maximum 0.5 2' S 6 i Reach Depth Maximum J 4g J 4B' 42" 4O' 3� J3447 Reach Height baseline of the highest raised character. PERMIT CENTER D. Mounting location for such signage shall be so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafta rch itects . co m CONSULTANT 7052 VA EGISTERE,ID J ) Ttu l I 0 1 1► Submittals/Revisions: FOR PERMIT 02/13/2015 Sheet Title: ACCESSIBILITY GUIDELINES Date: 02/12/2015 Design: 54 min. from rear wall 2. Side wall vertical: 18" in length minimum, bottom of bar located 39" min/41" IBC with WA STATE AMENDMENTS 1101.2.9 - INTERNATIONAL SYMBOL OF ACCESSIBILITY t-roject IVo: 15-041 Max. above the floor, centerline 39" min/41" max from rear wall A. Where the International Symbol of Accessibility is required, it shall be proportioned complying with ANSI/ICC A117.1 Figure 703.6.3.1. All interior THIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. IT CONTAINS SELECTIONS FROM THE Approved: 3. Back wall: 3fi in length minimum, extend from centerline of water closet 12" and exterior signs CURRENT ACCESSIBILITY REFERENCED STANDARDS (2012 IBC CHAPTER 11 WITH WA STATE min. on side closest to the wall, 24" min. on transfer side. depicting the International Symbol of Accessibility shall be white on a blue AMENDMENTS AND ANSI/ICC A117.1), BUT IS NOT INTENDED T E A COMP OR background. EXHAUSTIVE COPY OF THE CURRENT ACCESSIBIP . + I, 11 Il o: ANSI/ICC A117.1 604.6 -FLUSH CONTROLS � g I A. Flush controls shall be hand operated or automatic, and located on the open side of 1L Apia the water closet. Hand operated flush controls shall comply with Section 309. IBC with WA STATE AMENDMENTS 1101.2.8 - FLUSH CONTROLS e:>� eet N ■ A. Hand operated flush controls shall comply with Section 309, except the maximum height above the floor shall be 447. COPYRIGHT CRAFT A CHITECTS 2015 GENERAL DOTES: 3 v Z a W cn E LO 0 a a 0 ARCHITECTURAL SITE/EGRESS/OVERALL PLAN 1. ALL COLUMNS AND EXTERIOR WALLS ARE EXISTING TO REMAIN. 2. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES ANDA, c K. Impe LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE. 3. STRUCTURAL REVIEW IS REQUIRED FOR ANY ROOF TOP EQUIPMENT OR ROOF PENETRATIONS. Z�- A. H.A :S*XA.C'K,-*S-" EGRESS SUM ARY A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1016.2) MAX. TRAVEL DISTANCE S-1 OCCUPANCY: 250' (TABLE 1016.2) A. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1014.3) PeTr C. MINIMUM CORRIDOR WIDTH: 4(1018.2) D. REQUIRED EGRESS WIDTH: 0.2 PER OCCUPANT (1005.3)= 90" REQUIRED a r C h I t @ G t S REQUIRED STAIR EGRESS WIDTH: 0.3 PER OCCUPANT (1005.3)= 135" REQUIRED E. MINIMUM CLEAR DOOR OPENING: 32 INCHES (1008.1.1) F. MAXIMUM DEAD END CORRIDOR: 50' (1018.4 EXCEPTION 2) 2505 Third Avenue Suite 324 LEGEND: Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax EXIST. WALLS / PARTITION TO REMAIN www.craftarchitects.com NEW PARTITION WALL EXIT LIGHTED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1011, CONFIRM OPERATION FOR EXISTING. ADD O WHERE NOT EXISTING. O OW VJ 00 V, VJ X U WQQ Cf J O IL W LiJ � J -� G C+*J �C W W >J� cc O W Cn Cn �- CV) KEY NOTES 0 1. EXISTING TENANT DEMISING WALL 2. NO WORK IN THIS AREA 3. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRANCE/EXIT TO REMAIN 4. NOT USED 5. EXISTING EXIT SIGN TO REMAIN 6. EXISTING ELECTRICAL TRANSFORMER AND ELECTRICAL PANELS TO REMAIN 7. EXISTING PARKING STALLS TO REMAIN, TYP 8. EXISTING STORAGE RACKING RECEIVED CITY OF TUKWILA FEB 13 2015 PERMIT CENTER CONSULTANT 7052 RIGISTERID ARCHITECT N M CRAFT STATE OF WAS GT�3 Submittals/Revisions: FOR PERMIT 02/13/2015 Sheet Title: ARCHITECTURAL SITE/ EGRESS/OVERALL PLAN Date: 02/12/2015 Design: Drawn: Project No: 15-041 V uur T K1bN 1 UKAI' I ITECTS 2015 N REFLECTED 4 CEILING PLAN a 0 0 U. STRUCTURE/FALSE ROOF DECK ABOVE HILTI X-ZF20THP W/ Y4" MAX - EMBEDMENT 2-#10 SELF -TAPPING SCREWS UrHut GWB OVER 3-5/8" x 1=5/87, 25 GA MTL STUD FRAMING 0 24" OC -BRACE: 8" METAL STUD OR 3/4" DIA RIGID METAL CONDUIT AS DETERMINED BY HEIGHT OF STRUCTURE. ALTERNATE (180') DIRECTION EVERY OTHER BRACE. FLATTEN END AND BEND, SCREW TO TOP TRACK OF PARTITION W/ SELF TAPPING SHEET METAL SCREW, SCREW OTHER END TO UNDERSIDE OF STRUCTURE ABOVE SPACE BRACE AT 8'-0" OC ALTERNATE DIRECTION (180') EVERY BRACE OR PER LOCAL JURISDICTION SOUND BATT INSULATION IN WALL AND SPANNING PARTITION ABOVE CEILING WHERE INDICATED SCREW TO TRACK WITH (2) #10 SELF -TAPPING SCREWS NOTCH CEILING TILE AS REQ'D PROVIDE AT ALL PARTITIONS "L" METAL TRIM AT TOP OF WALL, TYP SUSPENDED ACOUSTICAL CEILING (ATTACHED TO STRUCTURE ABOVE) METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4" PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS INTERIOR PARTITION DESIGN BUILD NOTES: GENERAL NOTES: PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN -BUILD. NEW LIGHTING SHALL MEET THE 1. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2. FOLLOWING MINIMUM REQUIREMENTS: 2. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS A. IBC 1006.1 - ILLUMINATION REQUIREMENT TO REMAIN, UON. PROJECT SPECIFIC DEMOLITION INTENT IS DEFINED AS: 1. THE MEANS OF EGRESS, INCLUDING THE EXITDISCHARGE, SHALL BE 2.1. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE 2.2. DOOR HARDWARE TO REMAIN MEANS OF EGRESS IS OCCUPIED. 2.3. LIGHT FIXTURES TO REMAIN L E. B. IBC 1006.2 - ILLUMINATION LEVEL 2.4. SUSPENDED CEILING GRID AND PANELS TO REMAIN 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 2.5. GWB CEILING TO REMAIN XC ; FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. 2.6. FLOOR FINISHES AND WALL BASE TO BE REPLACED AS SHOWN C. IBC 1006.3 - ILLUMINATION EMERGENCY POWER 3. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY 1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN 1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR 4. WHERE FLOOR FINISHES (CARPET, VCT, CERAMIC TILE, ETC.) AND/OR FLOOR BASE SPACES, PUBLIC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF ARE SCHEDULED TO BE REMOVED, PREPARE FLOOR TO RECEIVE NEW FLOOR THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, AND FINISHES, TYPICAL THROUGHOUT. REMOVE ALL EXISTING MATERIALS WHICH WOULD EXTERIOR PORTIONS OF THE EXIT DISCHARGE, INCLUDING INTERIOR EXIT CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS STAIRWAYS & RAMPS. FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR -TO -CEILING 5. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING AND DOOR FRAMES, ARE SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS CRArr SERVING THAT AREA. THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE AND PATCH FLOOR AND WALLS AS REQUIRED. a 1' C h I t @ C t S AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE 6. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT LIGHTS SERVED AND INDICATES THEIR STATUS. PRICE. 7. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND 2505 Third Avenue C405.2.1.2 LIGHT REDUCTION CONTROLS. LIGHT REDUCTION CONTROLS NEED NOT REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR IS RESPONSIBLE FOR Suite 324 BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: DISPOSAL OF ALL DEBRIS. Seattle, WA 98121 2. AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE. 8. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR 3. CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC LOBBIES, THE DURATION OF CONSTRUCTION. 206.720.7001 phone ELECTRICAL OR MECHANICAL ROOMS. 9. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE 206.720.2949 fax 6. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 10. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, C405.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME SWITCH WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. www.craftarchitects.com CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY SENSORS. 11. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN 12. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS MATERIAL SHALL BE REMOVED. AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR 13. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM LESS ENCLOSED BY FLOOR -TO- CEILING HEIGHT PARTITIONS. THESE AUTOMATIC MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION. OO CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON THE WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER FOLLOWING DRAWINGS. r BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING 14. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX ON TO NOT MORE THAN 50 PERCENT POWER. OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE C405.2.2.3 DAYLIGHT ZONE CONTROL. DAYLIGHT ZONES SHALL BE DESIGNED SUCH DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BE C405.2.2.3.2. EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED 2,500 SQUARE PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN C0 FEET (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING 15. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING MORE THAN TWO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT U ADJACENT CARDINAL ORIENTATIONS (I.E.,NORTH, EAST, SOUTH, WEST). THE PRIMARY AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHER Q DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY CABLING MUST BE REMOVED. DAYLIGHT ZONE. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET (4572 16. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH � J 4 MM) FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT LINES SHALL BE CONCEALED OR FURRED' AND FINISHED, UNLESS OTHERWISE 3 ZONES ADJACENT TO VERTICAL FENESTRATION. NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. CONTROL SHALL: 17. OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE 1. CONTROL ONLY LUMINAIRES WITHIN THE DAYLIT AREA. FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS 'I O 2. INCORPORATE TIME -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. N CHANGES OF LESS THAN THREE MINUTES. 18. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL Q r EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT ALIGN. T PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT 19. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND 1. Z REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA LIGHTING. CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS, Q CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL C405.2.2.3.2 AUTOMATIC DAYLIGHTING CONTROLS. SETPOINT AND OTHER CONTROLS REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEET FOR CALIBRATING THE LIGHTING CONTROL DEVICE SHALL BE READILY ACCESSIBLE. METAL). CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS O DAYLIGHTING CONTROLS DEVICE SHALL BE CAPABLE OF AUTOMATICALLY REDUCING INDICATED ON DRAWINGS. THE LIGHTING POWER IN RESPONSE TO AVAILABLE DAYLIGHT BY EITHER ONE OF 20. BEFORE STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY EXISTING 0) THE FOLLOWING METHODS: CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCTIONS AND CEILING 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT -SENSING FIXTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER OF INDICATED, OR IF THERE ARE ANY CONFLICTS OR DISCREPANCIES, CONTRACTOR 440 GENERAL LIGHTING IN THE DAYLIT ZONE CONTINUOUSLY TO LESS THAN 20 SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. BEFORE PROCEEDING WITH ANY PART OF THE CEILING WORK OR RELATED WORK. 2. STEPPED DIMMING USING MULTI -LEVEL SWITCHING AND DAYLIGHT -SENSING 21. REWORK EXISTING FIRE, LIFE, SAFETY SYSTEM AS REQUIRED PER NEW WALL CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY. LAYOUT AND CURRENT CODE, ENGINEERING AND INSTALLATION BY BUILDING THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER RECOMMENDED SUB -CONTRACTOR. ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL 22. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. CONSULTANT AND ANOTHER CONTROL STEP IS NO GREATER THAN 35 PERCENT OF DESIGN 23. LOCATE ALL LIGHT FIXTURES, SPEAKERS, LIFE -SAFETY DEVICES, ETC., IN STRAIGHT POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE LINES AND IN CENTER OF CEILING TILES, U.O.N. SYSTEM OFF. 24. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. C408.3.1 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE AND 25. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. NEW HVAC SOLUTION SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A. NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT LIMITED TO PACKAGED UNITS, CONTROLS, DAMPERS, DUCTING, COMMISSIONING; TO FULLY COMPLY WITH THE PROVISIONS OF WSEC SECTION C403. D. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51-52) E. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE WITH SECTION 403 IN THE 2012 INTERNATIONAL MECHANICAL " CODE. THE VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED'' 1 il TO PROVIDE VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE ,.r,ra . lJ 403.3 IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. a 7652 4. NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS ARCHITECT 4' A. ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH? MINIMUM AND SHAL wy B. L CONFORM WITH ALL APPLICABLE CODES. 5. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE N M. CRAFT FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE�� STATE Of W-A ON PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WITH THE WORK. Submittals/Revisions: FINISH SPECIFICATIONS: LEGEND: R VCT MANNINGTON COMMERCIAL, MAGNA MULTIFLEC EXISTING PARTITION TO REMAIN 18011 KHAKI PARTITION / ELEMENT TO BE DEMOLISHED e6 4" BASE 1 ROPPE, RUBBER NEW PARTITION Sheet Title: COLOR: 193 BLACK BROWN KEY NOTES O 1. GC TO REMOVE AND PATCH FLOORING IN SERVER 112 AS REQUIRED TO MATCH EXISTING FLOOR FINISH 2. EXISTING CEILING GRID TO REMAIN 3. REMOVE AND RELOCATE EXISTING LIGHT FIXTURE EXISTING 2X4 LAY -IN FLUORESCENT LIGHT, (IC RATED), 18 FLOOR/CEILING PLANS CELL PARABOLIC, (2) T-5 LAMPS PER FIXTURE Date: AND PARTM04 f I HATCH INDICATES "NIGHT LIGHT' FOR EGRESS ILLUMINATION MIN. 1 FC W/ BATTERY BACKUP PER IBC SECTION 1003.2.9. Design: EXISTING SUSPENDED ACOUSTIC CEILING TILE AND GRID EXISTING GYPSUM BOARD CEILING RECEIVED CITY OF TUKWILA FEB 13 2015 Drawn: SAD Project No: 13-730.06 Approved: KMC Building No: E N N FLOOR PLAN DEMOLITION PLAN a 0 0 RELOCATED LIGHT FIXTURE PERMIT CENTER A ^ A