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HomeMy WebLinkAboutPermit PG17-0146 - DMG-MORI - TOILET, URINAL, EYE WASH STATIONDMG-MORI 12652 INTERURBAN AVE S PGI 7-0146 Parcel No: Address: 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 PLUMBING/GAS PIPING PERMIT 2716000030 Permit Number: PG17-0146 12652 INTERURBAN AVE S Project Name: DMG-MORI Issue Date: 1/2/2018 Permit Expires On: 7/1/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: EPROPERTYTAX INC DEPT#207 PO BOX 4900 , SCOTTSDALE, WA, 85261 JAMES WASMUND 21417 SE 278TH WAY , MAPLE VALLEY, WA, 98038 ASPC INC 21004 276th ave se , MAPLE VALLEY, WA, 98038 ASPCII*910PB Phone: (206) 510-9460 Phone: (425) 432-5334 Expiration Date: 10/5/2019 DESCRIPTION OF WORK: REPLACING EXISTING SHOWERS IN BATHROOMS TO TOILET AND URINAL. MOVE EYE WASH STATION Valuation of Work: $5,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $166.41 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: L 0,11/11) Date: \ o - 1N I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit nd agree to the conditions - ached to this permit. Signatur Print Name: 5J -A r,,2r_szed This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: <NONE> PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKW1 _ Community Development Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.Tukwi1aWA.gov PLUMBING / GAS PIPING PERMIT APPLICATION r t Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Site Address: .1AG6 r6Ah Utic Tenant Name:: j4/167 Mori King Co Assessor's Tax No.: Suite Number: PROPERTYOWNERp.,,,'$'-'"'.. "+ t yala"�r z ' ,.., ' t 5 rtit ..w?ss>~k"". Name: Address. iqt? ,_5y .7v-1,1 i.,1/4.)0. /��! /e ,1 111 state: Address: Phone: (1,2 j' 4, 2o7 5-33 '- Fax: IP: gg°3,e City: State: Zip: {tt �s,�n ,� �, � tr Fu a}< t u -='-1.-r , � ra T -u""tNaiiti r kltl -rill 1h CONTACT ,PERSON,ir,, personrece� ngaall protect' commumcatiori ? s`' rpv i f. ' I i -, .. "+ t yala"�r z ' ,.., ' t 5 Name: r lames Waco/o/d Address. iqt? ,_5y .7v-1,1 i.,1/4.)0. /��! /e ,1 111 state: City. , V (` pt Va l it y State: ui4 Phone: (1,2 j' 4, 2o7 5-33 '- Fax: IP: gg°3,e Phone:`ii Fax AO6 ..Sto 6n/co : Tukwila Business License No. Email: Floor: New Tenant: ❑ Yes I. No PLUMBING CO C,TOR i1 FORMATION „. ' ;ti Company Name:45r---'G l_flG Address: a 1 v 17 a7 3 n' - L.)0.City: /��! /e ,1 111 state: :cip3g Phone: (1,2 j' 4, 2o7 5-33 '- Fax: Contr Reg No.: cr_ toe& Exp Date: Tukwila Business License No. Valuation of Project (contractor's bid price): $ 5 000 Scope of Work (please providedetailed information): RcXLSf-i,70 3in�a�,.)r=r S j n 4'wl"At exams' h2 fc i le + end /ir, n / /Wow_ Gye_ /.,)0,54-) . 5ka/7 ot? Building Use (per Int'1 Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: H: Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8.9-11.doca Revised: August 2011 bh Sewer: Page 1 of 2 Indicate type of plumbing fixtures and/o_ -s piping outlets being installed and the quantit,,,,elow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Food -waste grinder, commercial Shower, single head trap Sinks Rain water system — per drain (inside building) Water closet Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Repair or alteration of drainage or vent piping Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Food -waste grinder, commercial Lavatory Urinal Water heater and/or vent Water closet Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Repair or alteration of drainage or vent piping Fixture Type Qty Clothes washer, domestic Floor drain Food -waste grinder, commercial Receptor, indirect waste _ Wash fountain 3' Water closet ! Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty;: Dental unit, cuspidor Floor drain Receptor, indirect waste _ Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices 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 — Applical:ions for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing 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 AUTHORIZED AGEN Signature: //�LJ . Date: Print Name:f ,5\-; ((A. 05 ow rt Day Telephone: (}O1 S 4? 6Cr?o 6 Mailing Address: 21 0117 S F 27 6 }" w07, H:Wpplications\Forms-Applications On Line \2011 Applicaaions\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh tviq pf \/ //.e f GiA- �i o3g City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $166.41 PG17-0146 Address: 12652 INTERURBAN AVE S Apn: 2716000030 $166.41 PLUMBING $160.01 PERMIT FEE R000.322.100.00.00 0.00 $94.86 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $32.00 TECHNOLOGY FEE $6.40 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12781 R000.322.900.04.00 0.00 $6.40 $166.41 Date Paid: Monday, November 13, 2017 Paid By: ASPC INC Pay Method: CHECK 2563 Printed: Monday, November 13, 2017 12:53 PM 1 of 1 C�SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION 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 Project: P M& //7 R/ Type of Inspection: , 4///7/A' - Address: / 24 52 fjY% Uf7ell*/71 Date Called: Special Instructions: PLO 88/A/ F/lye-t- Date Wanted: I /E3 (a.m5 P.m. Requester: 14 - 3/11114// Phone No: 206- 70-fi'D Approved per applicable codes. Corrections required prior to approval. COMMENTS: C3 - k6064.4 ---/h/ PL1)11806- c3f - 67s -L PLymBi - 8r>:*J Waw Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. X f 7 L_ SEPARATE PERMIT REQUIRED FOR: u9 eChanical IN Electrical 0 lumbing Gas Piping City of TukwilaBUIL. fw'' «DIVis iON FILE COPY Permit No.T2q1/10A Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Recept of approved Field Co conditions is acknowlodg : Cate: f q /, g ` City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work w thout prior approval of Tukwila Building Division. NOTE: Ra,. -s o's will r�-q„re nor, . p �n subm}tt ;si .f rr Tly t, l;... r;� rl.. onal REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2017 012- lity of Tukwila BUILDING DIVISION CORRECTION LTR#4e.--- ABBREVIATIONS 8 1 R AB AC A/C ACP ACT ADH ADJ AF ANGLE CENTER UNE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR C0No0108040 ACOUSTICAL CEIUNG PANEL ACOUSTICAL RLE ADHESIVE ADJACENT ACCESS FLOOR AFF AT/ABOVE FINISH F1.000 AHJ AUTHOROY HAVING JURISDICTION AL ALUMINUM ALT ALTERNATE AP ACCESS PANEL APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT 8D BOARD BOW BETWEEN BLK BLOCK BLDG BUILDING BM BEAM BRG BEARING 807 BOTTOM BSMT BASEMENT BUR BUILT UP ROOF CAB CABINET CB CATCH BASIN CBU CEMENII110US BACKER UNIT CEM CEMENT CER CERAMIC CPM CUBIC FEET PER MINUTE CFT CONDUCTIVE FLOOR TILE CG CORNER GUARD MHO CHALJL BOARD CI CAST IRON CJT CONTROL JOINT CLF CHAIN UNK FENCE CLG CDUNG CJ CONSTRUCTION JOINT CLK CAULKING CID CLOSET • CLT CLEAR CMU CONCRETE MASONRY UNIT CMR COUNTER CO CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION COM CONTINUOUS CORR CORRIDOR CPT CT CTR CY DBL DEPT DF DA DIAD DSP DN DR D11 DWR DS DW DWG EA EB EL EL ETEC ELEV EM ENTER ENOL EP EWC EPX EO EQUIP EST DISTEX EXI FA R30 ECIC FCTY FD F0N FE FEC FF FIN FL FLO CERAMIC TILE CENTER CUWC YARD DOUBLE DEPAR DRNKIINC OUMWN(W/0 COOLER) WANDER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR GRAN DETAIL DRAWER DOWNSPOUT DISHWASHER DRAWING FAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXIS0NG EXHRIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FACTORY FINISH FINISH FLOOR FLASHING FLUOR FLUORESCENT FM FACTORY MUTUAL FOC FACE OF CONCRETE FOF FACE OF FINISH FOIL FURNISHED BY OWNER INSTALLED BY CONTRACTOR F010 FURNISHED BY OWNER INSTALLED BY OWNER FOS FACE OF STUD FS FULL SIZE FF FEET FTG FOOTING FT1 FURNISHED BY TENANT INSTALLED BY CONTRACTOR ETR) FURNISHED 8Y TENANT INSTALLED BY OWNER APR FURRING FUT FUTURE FUTURE- FUTURE ROUGH IN ONLY RIO GA GALV GB GC GL GLB 0110 GR OWB HB HC HDR HDWD H0WE HM HORIZ HR HT HTG HVAC HWH BC EC FC G H NM NCL NSUL M PC JAN JT KIT KO K5 IAL LAV LB IF LG 1.11 LAND LKR LT MACH MAIL MAX MECH ATM MIR 118 MIN MIR MISC MLD MRGWB MID MR MULL NIC 140 NOME NTS OA OV 00 OFF 011 OPH OPNG OPP PERP PFN PL PAM PLOD P8L PM PR GAGE GALVANIZED GRAB BAR GENERAL CONTRACTOR GLASS OR GLAZING GLU-LAM BEAM GROUND GRADE GYPSUM WALL BOARD HOSE 818 HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING/VFN8LAT100/ AIR CONDIHONING HOT WATER HEATER OITERNATIONAL BUILDING CODE INSIDE DIAMETER/ DIMENSION INTERNATIONAL ELECTRIC CODE COUNCIL INTERNATIONAL FIRE CODE INSULATED GLAZING IN5UAIED HOLLOW METAL INCH INCLUDE INSULATION INTERIOR INTERNATIONAL PLUMBING CODE JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE 140080 E LAVATORY LAG BOLT UNFAL FOOT LENGTH LEFT HAND UNOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GWB MOUNTED METAL MUWON NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFTNISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAR PS P5F PSI PT PTD/R PIN PTR PAST 0T RA RAD R&S RB RCP RD RD/0 REBAR REF REFR RDNF RE0'D REV RH RE51L RM RO RT RUB RW RWL SC SCD 5CHD SD SECT 5F 51110 SDA 5NK SLR SND SNR SPEC 50 SST SSK ST STA STC STD 511 STOR SRRL SUSP 5V 5Y11 TB 1&B TG THK RG TO TOC TOP TOS TOSL TOW TPD 11111 TPM TS N TYP UL UNF U0N UR VAR VCT VERT VEST VIN UWC PAINT SYSTEM POUNDS PER 00UARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PAR11110N PAPER TOWEL RECEPTACLE PAVEMENT QUARRY OLE RISER RETURN AIR RADIUS ROD & SHELF RESILIENT RASE REFLECTED CDUNG PUN ROOF DRAIN ROOF DRAIN OVERFLOW REINFORCING BAR REFERENCE REFRIGERATOR REINFORCED REQUIRED REVISION RIGHT HAN0 OR ROBE HOOK RESIUENT ROOM ROUGH OPENING RESILIENT TILE RUBBER RAN WATER RAM WATER LEADER SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER SECTION 50UARE FEET SHEATHING SIMILAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SPECIFICATION SQUARE STAINIES5 STEEL SERVICE SINK STONE/STONE TILE STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL TREAD TOWEL BAR TOP & BOTTOM TEMPERED GLASS THICK TEMPERED INSULATED GLAZING TOP OF TOP OF CONCRETE TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTMON TUBULAR STEEL TELEVISION TYPICAL UNDERWRITERS LABORATORY UNFINISHED UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION RLE VERTICAL VESTIBULE VINYL VINYL WALL COVERING W WEST W/ WITH 8/0 WITHOUT WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRE GLASS WHSE WAREHOUSE WP WATER PROOF WR WATER RESISTANT 44511 WAINSCOT WT WEIGHT %FAIR TRANSFORMER YD YARD SYMBOLS 1078 Y COLUMN UNE/GRID LME DOOR/RELOE NUMBER CORRESPONDS TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER REVISION CLOUD AROUND RE1/151014 MATCH INF SHADED PORTION I5 THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN 1101411 SECTION SECTION IDENTI0CATIDN SHEET WHERE SECTION 15 DRAWN DETAIL OR ENLARGED PUN DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES WINDOW SYMBOL .INTERIOR 0DATION(S) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION 15 DRAWN TITlE2 TTSE>-,.......„._ROOM I1FNTIFICATION ROOM NAME R ROOM N0. PON FINISHED CEILING HEIGHT PROPERTY UNE NEW OR FINISHED CONTOURS EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9'-0' DENOTES CHANGE IN 7'-0' ELEVATION PT FINISH SYMBOL 1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDBONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS. PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING RENEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH 0.0.84 SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SBE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WOH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF ITS CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH 111A7 OF OTHER SEPARATE CONTRACTS SUCH A5 SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDI0ONS 04 INE 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 PEIt4T15 WHEN REQUIRED M40/08 WHEN WORK RELA5 ARE DESIGN/BUILD IN NATURE. SHALL BE MANED BY 1110 CONTRACTOR FOR MECHANICAL, PLUMBING. FRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DE1ALED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES M40 BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FRE SPRINKLER ST)ILM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION FUR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY W111 CURRENT GOVERNING CODES. 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING 0004191 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 11ME5. AM MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD 'A5 -BULLY SET OF DOCUMENTS. 8. DIMENSIONS ARE TO FACE OF SHO, CONCRETE, OR MASONRY UON. 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN DR NOTED FOR AM 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. IT. GENERAL CONTRACTOR SHAH 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 8E IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING N THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH 6 NOT CONFORMING TO CURRENT GOVERNING CODES. 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL COMPLY 1111111 ALL CURRENT APPUCASLE LOCAL ORDINANCES FOR 085111 SERVICE PROVIDERS, PUBLIC AND/0R PRIVATE. 15. ARE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-B 0.C. AND ALSO AT AM LOCATION WHERE WALL FRAMING PENETRATES C8LINGS. REFER TO 18C SEC. 708 FRE 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 ASBESTOS AND HAZARDOUS WASTE EXCLUSION: 111E ARCHITECT HEREBY STATES. AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL 1000311 OR OTHER INSURANCE, (AND 15 UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT WARM T0, 111E PREPARATION OF REPORTS. DESIGNS. DRAWINGS, AND SPECIFICATIONS. AND RELATED TO THE INVESTIGATION DETECTION. PLUMBING FIXTURE REO'S PLUMBING SUMMARY OCCUPANCY WATER CLOSETS/URINALS LAVATORIES OF RATIO USE LOAD RATIO MALE FEMALE UNISEX RATIO MALE FEMALE UNISEX OFFICE 79 1 PER 25 FIRST 50; THEN 1 PER 50 EXCEEDING 50 40-1.6 REO 40-1.6 REQ - 1 PER 40 FIRST 80; THEN 1 PER 80 EXCEEDING 80 40-1 RTO 40-1_ REO 1 FOR AM OCCUPANCY EXCEEDING 30 FOR THE FIRST(8) 150 OCCUPANTS; 1 ADDMONAL FOR EACH 500 OCCUPANTS SUBTOTALS 1.6 1.6 - 1 1 - REQUIRED TOTALS . 2 2 - 1 1- 1 TOTAL PROVIDED - 3 3 - 2 2 - PLUMBED WATER OOLER SUB CSIITUTED FOR DRINKING FOUNTAIN PROJECT DIRECTORY ARCHITECT/CONTACT: TENANT: OWNER: GENERAL CONTRACTOR: CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE. STE. 324 SEATTLE, WASHINGTON 98121 OMG-MORA BOEING EMPLOYEES CREDIT UNION 12770 GATEWAY OR. MAILSTOP 1023-1 TUKWILA, WA 98188 BOYCE CONSTRUCTION N VICINITY MAP 0,), NTS CONTACT: PHONE EMAIL: CONTACT: PHONE: EMNL JENNIFER WYMAN (206) 720-7001 JENNIFEROCRAFTARCHIIECTS.00 DAN KEITH (331) 222-1595 DKERHODMGMORI-U5AC01. CONTACT: ANDY RDSWIG PHONE: EMAIL CONTACT: PHONE: EMAIL TAX PARCEL # 271600-0030 LEGAL DESCRIPTION GATEWAY CORPORATE CENTER LOT 3 T018 W 35 FT OF LOT 2 MEASURED PERPENDICULAR TO SWL1 UNE OF SAID LOT 2 - PARCEL B OF CRY OF 111K8ILA BOUNDARY UNE ADJUSTMENT NO 89-2 - BLA RECORDING 140 8906120555 CODE/ZONING INFORMATION GOVERNING BUILDING CODES: 2015 IBC 2015 UPC 2015 IFC 2009 ICC/ANSI A117.1 (ACCESSIBILITY) 2015 IECC REGULATIONS & ORDINANCES 2015 WASHINGTON STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 INC ZONING DISTRICT: EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCT1011: 8I-8 541488108 SYSTEM: FULLY SPRNKLERED AREA SEPARATION' NON -SEPARATED. PER SECTION 508.3 C/0 (COMMERCIAL / UGM INDUSTRIAL) 8 (OFFICE) FLOOR ARFA5; OFFICE (EXISTING)(8) CORRECT QN w LTR# J J 7,814 SO FI iEcg N LOW Eg 1)6 rt -0 MATT FITZGER LD (206) 264-8085 MFITLGERAIDOBOYCECONSIRUCTON.COLA APPROVED BY: Initials Date P. JEWEL) FOR CODE COMPLIANCE APPROVED DEC 2 2 2017 City of Tukwila BUILDING DIVISION SITE/BUILDING PLAN NTS U/U PROJECT DESCRIPTION OF WON( TENANT ALTERATION CONSISTING OF: NON-STRUCTURAL RENOVATION OF EXISTING OFFICE SPACE BY DEMOLISHING MULTIPLE PRIVATE OPFICES AND ADDING NEW OPEN OFFICE SPACE CUSTOMER AREAS, AND FUTURE SHOWROOM AREA INDEX OF DRAWINGS 71.1 GENERAL INFORMATION & SITE PLAN 11.2 ACCESSIBLTTY GUIDELINES A0.1 ARCHTTECNRAL SITE/EGRESS/WAREHOUSE PLAN A1.1 WENN/11014 PLAN A2.1 FLOOR PIAN A2.2 REFLECTED CEILING PUN A5.1 NIERIOR ELEVATIONS & DETAILS A6.1 DOOR & FINISH SCHEDULES A8.I WALL TYPES & CDUNG DETAILS cchi t' ects 2505 Third Avenue Suite 324 Seattle. VVA 98121 206.720.7001 phone 206.720.2949 fax www.orafterchitects.com 0 _z I- o Z W co 5 Lcc)LY W a M ¢ <- I I a_ Z cc N a0(0 W aw CONSULTANT RECEIVED CITY OF TUKWILA PARKING REQUIREMENTNRMIT CENTER NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NO I OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE INCREASES. THE FOLLOWING CALCULATIONS ARE TO DEMONSTRATE EXISTING CONDITIONS COMPLIANCE. 7,814 50 FT OFFICE 0 3/1000 24 STALLS TOTAL STALLS REQUIRED 24 STALLS ACCESSIBLE STALLS REQUIRED 1 STALLS TOTAL STALLS PROVIDED 24 STALLS ACCESSIBLE STALLS PROWDED 1 STALLS SEPARATE PERMIT SUBMITTALS ELECTRICAL MECHANICAL, PLUMBING, FRE ALARM, SPRINKLER, 51GNAGE. LIGHTING REQUIREMENTS SCOPE OF WORK TO MEET OR EXCEED CURRENT WA STATE UNITING REQUIREMENTS PER ATTACHED WSEC SPREADSHEET ENERGY REQUIREMENTS NO BUILDING ENVELOPE MODIFICATIONS ARE PROPOSED. ENTRE SURE IS CURRENTLY FULLY CONDITIONED. . Submittals/Revisions: 9/29/17 FOR PERE Sheet Title: GENERAL INFORMATION & SITE PLAN 9/27/17 Date: Design: Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: T1.1 COPYRIGHT CRAFT ARCHITECTS 2017 302/301 Y0R [IIR3AC6 k 0182026 It 0'82 AND/ICC A117.1 303 - CHANGES IN LEVEL (REFEABICE OE0NL) A Changes in level up to 1/4' mny be vertical and without edge treatment B. Changes n level between 1/C and 1/2" shad be beveled with a dope no motor than 1:2. Ddld A/61/ICC 0117.1 302.2 - nCARPET floor A Capel provided 09 a flour ham dal 6. mashy loop, leve have a f pod a 4,08'9.0 no pad: end hw. a the Mop, tetrad We Wel cul pee, ed Wel carpeoovl It 10,4.0. Maim= pde n and, anal be 1/Y. Exposed edges o carpal ghat be fastened * Poor tufa*., and hen trim drag the eased edge. Nal/ICC A117.1 302.3 - GRATINGS A If 9mtims are located in walking surface or along accessible routes. then they she have spoor no greater than I/O' wide in one direction B. U gratings have elongated openings. then they stall be pend so that the long emeuion a perpendicular to the dominant direction of trove 305 CIFAR RDOR SPACE Nbl/ICC A117.1 305.2 - SIZE AND APPROACH A 14&m= dear floor space for a wheelchair and occupant shod be 30' wide x 48' long. Clear floe span shall be centered an the element A ams. 307 PRO1040 02 0112 32 111 (9030010E 0E1415) AND/ICC 8117.1 307 - GENERAL A Objects pmjedn9 Iran walls (lar example telephones) with their baring edges between 27-80' above the finished floor shall Pottle no more Um 4' bite .ails hogs. corridors. pasegewom. or aisle. Freestanding objects mauled on pals or pylae rsay overhang 1Y maximum Tram 27-80 dare the ground ar finished 000,. Praim09 objects she not reduce the dear width of an acme= raw or maneuvering space. MAX. 308 & 309 REACH RANGES AND OPFR4BIE PARI$ NISI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL) A Unobstructed front approach - /S mm. to 15 ran. AF.F. Controls located in an adore 124 deep mud have 36' dear Asn width B. Uno6struded side approach - 48' ma,. to 15' mac A.F.F. Coen= locoed in an orae >15 deep mud have 6V dear flea, .loth. C. Bathed 4 communication system receptacles she be mounded no les than 15 above the Boor. 42159ICC 0117.1 309 - OPERABLE PARTS Operable pads Nal be operable .ith one hand and Nall not require tight grasping. pinching. or twisting of the writ. The lace required to activate operable parte shad be 5.00, maximum. 404 DOORS CD11b0& MSI/ICC A117.1 404.2.6 - WOR HARDWARE A Handle, pulls, latches. locks. and other operating devices shall ham o shape that is easy to grog, with one hand and does not require tight grasping. tight pinching, or Mama al the .8l to operate. 1. laver-op484 m 0h0000 s, push -type mechanisms. and U-shaped handles are acceptable designs. 2. When sliding doors are hey open. operating hardware shag be exposed and usable from both Min. 3. Hardware required for aaessibk door passage shag be mounted between 34' and 40 above finished floor. A/61/ICC 4117.1 404.2.7.1 - DOOR CLOSERS A Door doses shall be adjusted so that from an open position of 90 degrees. the time required U move the door to an open position of 12 degrees shall be 5 seconds minimum. AIS/ICC A117.1 104.2.7.2 - SPRIG NOSES A Door spring hinge dal be adjusted so that from the open position of 70 degrees. the door shad move to the cued position n 1.5 seconds minimum. 0091/400 0117.1 404.2)3 and 80 with WA STATE AMENDMENTS - DOOR OPENING FORCE A The maximum face dor pushing or putting open doors slag be as follows: 1. Fre doors shad Hwa the retain opening force allowable by the appropriate administrative authority. 1. Other doors Exterior hinged, adding or falding door 10.0 a. mow. b. Interior Nnged doors: 5.0 a. max. c. Interior sliding or folding doors: 5.0 lb. maw. These tones do not apply to the tome required to retrad latch bolts or disengage and0 9 edend with other device that may hob the door in a dosed position. G'K. a ,down ce.A1171. 406 CInterior or exterior doors complying 1Bmn 01' 9 with Section 104.7 ICCURBRAMPS (1) TREAD MTH 505 X86904491.2 (p 1 GUN= YNeaMG INR �2-J� DsZACCNBE b N Ica slur Post 0/ CN �- TN6X mAl'E Bottom mil to provide edge protection LJ kid Handrail M extend 4,40,1ldy at lap extension ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) A Dopes of curb ramps shat copy with 406 B. Magnum slopes of adjoining gotten, road surface immediately adjacent to Um curb ramp, or accessible mule shall not exceed 120. AN9/100 0117.1 406.4 - W810 (REFERENCE DETAIL) A The minimum width of o curb ramp sled be 36', cab -sive of flared sides. ANS/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) A If a cub ramp a Mated where pedestrians ama mud walk use the ramp where it is not protected by M,41,0e or gumdra*s. 0 Nall have flared sides: the maximum slope o the flare dad be 1:10 FULL LENGTH MIRROR MOP/BROOM STAINLESS SOLID HAT/COAT HOLDER STEEL PLASTIC 44006 SHELF BENCH 403 Ad:0SlBtI 9001E - W019ING SO9FAC6 IBC 1104 - 100.004 A N kart one accessible route within the site shad be provided from public transportation stops. accessible perking and accessible passenger boding zones, and pd1c erects or sidewalh to the accessible bedding entrance served. 98151/010 4117.1 403.5 - CLEAR 912111 A The minimum dear width shall be 32' at a pont fa a max. length of 2( and 35 continuously, per Table below. SWIM IDK111 MAN MOON scam .o tat se ear m i< zf abler Nw, 04. zP BC with WA STATE AMENOMETS 110 .2.1 - CLEAR MOTH A Clea .lath I an .00.0 A mute shall comply with Ted. atom. For exterior routes of trate, the mininum dear width shall be 48. 4N9/ICC A117.1 403..2 - PASSING SPACE A I an accessible row is less than 60 in width. then pauvg spaces ala lead 60'x65 she be provided at 200 max. spacing. B. The minimum clear width dor two wheelchairs to me is 02 ANS/ICC 0117.1 307.2 IBC 1609.2 and 1010.5.2 A Accessible routes shad have 80 min. clear head room. 9151/101 A117.1 403.3 - 54.00E A Running dope shod not exceed 120. B. Cross dope Meg not exceed 1:4B ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF 000954AY5 A Doorways with ha independent* operated leaves she have at least one sae leaf that meets the reguimmea 41 40422 and 404.2.3 819/100 A117.1 4042.2 - CLEAR WIDTH A Doorways shall probe a tear opening of 37 minimum..Hh the door open 90. 1. Clear opening she be measured between the tau of the door and oppu0e stop. 2 Openings mart than 24' in depth shad provide a clear opening of 36' minimum. ANS/CC A117.1 404.2.3 - MANDAMUS CLEARANCES AT DOORS Provide level (1:48 mas dope) and clear maneuvering area at doors as follows: A Front approach pull ride - 50" Mn..id9 4 IC min. beside strike edge Front approach push side - 46 min width 4 0' beside .tike edge (12' 0 .bike B door has both a close and a bah) B. Hinge We approach pall side - 60 min width: 36' min. beside Mike edge or - 54' min. width: 47 min beside stere edge tinge ride approach push side - 42' ran. width 4 22' min. betide hinge edge (48'mn .94th 9 door has both a loser and a latch) C. Latch side approach pe aide - 48' me..idth and 24' no,. beside .9044. edge (54mn. width 0 door has a deer) latch side approach push .Me - 42" min width and 24' min. tune stria edge (40mn. width H door has a closer) AND/CC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS A Maxnus threshold height I/O'. Raised thresholds and floor Ind ehmg0 shall be beveled with o elope no greater than 1:2 AN51/ICC A117.1 406.10 - OUGNNL CURB RASPS A 8 diagon4 curb rams have returned curbs or other nab -defined edges. such edges dal be parallel to the direction of pedestrian flu.. The bottom of diagonal cub ramps Ma Lau 48' minimum dear space outside active traffic has of the roadway. R dagmal cum romps are provided at marked crossings the 48' dear pan Mall be within the markings. 8 diagonal cum ramps have tared sides. they she also have at lead a 24' long waned of straight curb located on each side of the cum romp and withal the marked coning. 8151/00 4117.1 40611 - 90940015 A My raised Wands in anima Me be ea through Wal with the strut or cum reaps at bah x0000 and a level ars at bad 48' long and 36' minimum side between the cab mops n the pad of Um bland intersected by the crossings. 410 PLATFORM LIFTS AN51/IC0 A117.1 410.1 - GENERAL A Platform Ms shag comply .i0 Section 410 and AWE A19.1 lied in Section 105.26. Platform Otte she not be attendant operated and shall provide unassisted army and .alt from the tit AN9/ILC A117.1 410.2 - UFT ENTRY A Lilts with Boars or gales she comply with Section 410.21. Ufts with romps shag comply with Section 41022. NL51/ICC 8117.1 410.2.1 - COOS AND GATES A Doors and gales sal be low energy power operated door or gales complying with Scion 404.3. Dom sag man open for 20 seconds minimum End door dear opening width shall be 32 inches minimum. Side door clear opening width sad be 42 inches minimum. Ess9ati011 Lifts serving is beings maximum having doors or gale. m apposite sides she be paroled to hove sale closing manual dean or gales. ANS/CC A117.1 410.2.2 - RAMPS A End rasps shall be 32 aches =Mum in width. Side ramps shad be 42 inches manum n width 0051/CC 0117.1 410.3 - FLOOR SURFACES A Floor surfaces of pinHem liUs Mao campy eh Section 302 NSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE A The cleamme between the platform rill ,0d the edge o any way lancing dal be 1 1/4 inch maximum AN51/100 8117.1 410.5 - CIF 0 1L00R SPACE A Clear floor space of platform lilts shad comply with Section 305. 14451/6C 4117.1 410.6 - OPERABLE PARR A Condds for platform Efts she campy with Section 309. 502/503 PAWING AND PASSEIKER WADING 7016 NS1ICC 0117.1 502 - PAEWNG SPACES A Acn0Wbk m parkin spoor she be 96 minivan in width. Van parking spaces sal be 132' l,48. in .lath. SOEPi100: Van pedalo epees shall be permitted to be 96' minimum in 000th .here the adjacent amass tisk is 99' 4118000 in width B. Parking access aisles shad be 60' wide. Van *wades access aisle sal be 96' C. Surface dope shad riot exceed 1:41 n ad directions (Na : no Udt up am romp maybe located in an eccessibb paring access .ise.) 41451/ICC 0117.1 502.7 - SPIKE (REFERENCE DETAIL) A Each wettable parking space must have Indthdual vertically mounted or suspended sign. Required can accessible spans must be designated. B. Characters and symbols on such signs shag be located 60' minimum above the ground. ANSI/ICC 4117.1 503.5 - VER1KAl =MAKE A Provide minimum vertical damn. of 114' at accessible passenger loading zones and along at least one rehit& access route from site entrances and exits. AN51/ICC AI17.1 503 - PASSENGER LMWNG ZONE A Passenger loadilg zones .hal provide an awes aisle at bet 60' wide and 20 R tong adjacent and pamW to the ethic& pull-up space. B Rue are cabs between to awes aisle and the vehicle DuI-4p space, then o cat rump nmpyng .Ah 4.7 del be provide& Vehicle standing spaces and access aisles shod be Wel with surface slopes not exceeding 1:48 in al directions. MQ rust N rose. Set 161901 9611 N ALL AmS59E Mae MIS SANS .1.0RO MAW MANE MNL XaE A00010101. ml NW NrBanlf le errE0 N10e. NOW m Ott CAas 9OI 01158E Handed to Wend h01to0y al top sed bottom extension tl vertical rise is greater than 6' Us bottom roil '.o provide edge protection Amebae at Stab IMMmi d Ram. 1 VZ�1 1/4' to Y 6020048104019009111440 rmaim.sasen AN550C A117.1 602.1 - GENERAL A Acu.Wle dr rating fountain shop comp* with Sections 602 and 307. AN51/CC 4117.1 602.2 - GEAR FLOOR SPACE A A dear floor space copying w/ Section 305. positioned for a forward approach to the drinking fountain. shat be prodded. knee 6 toe space espying with Section 306 shall be provided. The clear floor span shad be centered an the drinking fourt0n. S260740NS: 1. Drinking Immlatu for slm4ng persons. 2 0/ntia /ordains prvmly for children's use. 3. 6 meting b*44g. existing drinking fountains providing a pared approach amebae ./ Section 305. centered an the drinking Jourdan shall be permitted. there ere specdu*Ny pumiced by the administrative authority. a paned approach Nod be permitted that replace existing pared approach drib* fountains. ANS/CC 0117.1 602.3 - OPERABLE PARIS A Operate parts Mail comply with Sedan 309. ANSI/CC 0117.1 6024 - SPOUT OUTLET 4901381 A Whalen* croak spout outlets shall be 36 inches maw. o8. Standing person spout outlets shad be 38 inches min. 4 43 inches maw. off. N09(CC 0117.1 602.5 - 5P0Uf IOCA11011 A spout shad be bald 15 inches min. from the vertical support and 5 inches max. from the front edge of the drinking fountain. including bumpers. ANSI/CC A117.1 602.6 - WATER FLOW A Spout shall p1044. a lbw of water 4 aches min n height. The angle of the water stream from spouts Whin 3 Inches of the fend of the drinking fountain shad be 30 degrees mac and from spoor between 3 inches & 5 kWh.). from the front of the drinking faga n the shalldrinbeing fountain. degrees mss., measured horizontally Native b the 1/17.1.13111219110 90015 ANSI/ICC 0117.1 603.2.2 - DOORS A Doors slap not wing into the clear Noor spaa or skean. Ins my fixture. ,W9/ICC 0117.1 603.2 - CLEARANCES A The accessible fixtures and controls required she be an an accessible mute. M 0,06shuded timing space complying with 304 Mad be prodded within an ,00,., , lade roam. The dear floor space at fixtures ala controls. the eased. row, and the taming apace may overlap. however: the only timing spec, prodded shall not be located within a stall NS/ICC 4117.1 603.3 4 606 - LAVATORIES AND MO0RO05 A 0 lavatories and mirrors are pro1434. then al Mast one of each Mal comply with 603.3 4 606. Accessible kmlaries and minae she not be located .0011 b6et .tee teas other accessible lavatories and minors are provided in the *Det room. A161/1010 0117.1 603.3 - MIRRORS (REFERENCE DETAIL) A Mars eha11 be mounted with the bottom edge of the reflecting surface 40 maximum A.F.F.eon. on M va located above Ionel'ado s, . or emote, Na be mamba with the bottom edge of Be reflecting surface 35' maximum above the 104.28118_121.051:15M A/49/ICC A117.1 604.3 - 510042100 A Clear Door apace for war dosate not in stags shad be provided oe follows: Clearance mound a .aper closet shill be 60' mwmu n width, measured Perpendicular from the =ewe. .,,9. Cleanse, around the water closet shag be 59' minimum in depth measured perpendicular from the rear wad. (Reference Detail) B. No door wings are adored in clear floor am. 56' WN. (WNL OOUN0ED W.C.) 59' AIN. (FLOOR MOUNTED W.C.) AN5VICC 6117.1 604.4 - HECHT (REFERENCE DETAIL) A The height to the lop of the toilet seat eel be 17' - 19' above floor. I. yeah Mall no be spring to relan to a lifted position. 40451/00 A117.1 604.5 - GRAB BNS (REFERENCE DETAILS) A For water closets not located in 4o0el stalls, 9s folb.ng grab ban Mad be provided, 33' - 36' above the flee floor r I. Side wall horizontal: 47 in length minimum. 17 maw from rear .al, extending 54' min from ver .al 1. Side .al mead: 18' n length minimum bottom at tar located 39' min/41' max. above the floor. centerline 35 min/4r ma, ham rem wall 3. Back .all: 36' n length 'drown. extend from centerline of deer clot 17 m9. an side dont to the wee, 24' min. an transfer side. AN55Itt A117.1 604.6 - FLVDI CONTROLS A Flush wends sh4l be hand operated or automatic, and locate on the open side of the water close Hand operated flush centres shed comply with section 309. BC with WA STATE AYENpl810S 1101.2.5 - RUSH WNIROI5 A Hard operated flush controls ghat comply with Section 309, except the maamum height above the door shad be 44'. 604 WA1FR 01 13 k MLR C0NPARIMFN75 m»Bnued AND/0C A117.1 604.7 - DISPENSERS (*040010E DE1NL) A Todet paper dispensers shall campy with Section 309.4 and 609.3. Wbere toe daimon is located above the grab tam the outlet of the dispenser shall be lacal.4 24' min -36' ma from the mar wall. Where the dispenserlocated blow the grub ben, the outlet or the &speller deo be boded 24' mo -47 maw from he rear wap. The outlet of the dispenser shall be I8' -4R' 00100111,11 I. Dispensers that were delivery or do not permit continuous paper lbw shall not a used. ANS/ICC A117.1 604.9 - WMEECHNR ACCESSIBLE WMPARIME05 A Wheelchair accusal. cormparlmente stud campy with Sect= 604.9. Ted compartments shall comply with Salim 604.9.2.1 or 604.9.2.2 as app1cable. reA Protrude. Damns r 1599. Grob Be 605 - UMW 36' MAX 36' MAX Protruding Diso.Dlw More Goh Ran 1117 aj Recessed 0aeeneer 819/100 4117.1 605 - 2964005 A Accessible urinals diad comply with Section 605. AN9/1C0 4117.1 605.2 - HFLG4I 4 DFP* (REFERENCE 0041) A Urinals shall be stall-ype or we hug with a tapered, elongate rim at 17' maximum abate the finished Door. The rim Not extend a mmmum of 131E from the dad. ANSI/ICC 6117.1- 605.3 - CLEAR FLOOR 5P/CE (REFERENCE DETAIL) A A dear floor spam 30 wide by 4B' deep minimum Nal be provided in from of urinal M allow fors= approach. 1. The space shad adjoin or oved*P an accessible row. 2. Urinal shields that do not emend beyond the front edge of the rend en may be prodded with 27 clearance between them. 3. Urinals installed in alcoves deyar than 24' mere a maneuvering area of at bast 36' minimum wide. centered an fixture. 819/120 A117.1 605.4 - FLUSH CONIR012 (REFERENCE DEAL) Controls shad campy with AN51/ICC A117.1 309 OPERABLE PARIS 6065.0490002 00151/0C A117.1 606.3 4 606.2 - HEIGHT 4 CIFARANCES (REFERENCE DETAILS) A Lavatories shall be mounted lith the rim or coveter surface no higher than 34' above the finished Roar. I. Lavatories shad extend 17 minimum hen the we. 2. Genoa of 27' minimum shall be prodded from the finished flow to bottom of 3. Knee cleaunce of 27' high minimum she extend 8' mniman ceder the edge a the lavatory. 30' wide meimum. and IW deep minimum. 4. Toe demos of 9' minimum she be prodded for the hal depth a the ANSVCC A117.1 606 - DEPTH A Ear sink shall be a maximum of 6-1/Y deep. WALL MOUNTED LAVATORY LAVATORY MOUNTED IN COUNTER AND/ICC A117.1 606.0 - E0P05ED PIPS AND SURFACES A Hot / cold war and dean pipes under lavatories shall be insulated or otherwise configured to protect against contact B. There shall be no sharp or oboe= surfaces under lavatories. 8151/100 6117.1 606.4 - FAUCES A Controls shall be operate with one hand and shad not require tight grasping. pinching. or twitting of the .8.. B. The forte required * etimte cadres Mall be no greater than 5 a. C. ILear-op*a1N, push -type. and electronic* canboled mahmama are examples of acceptable designs. D. 0 self-closing valves are use thv faucet Mol remain open for 10 seconds minimum ANS/ICC A117.1 603. - OPERABLE PARTS A Operable pab's 1008 apemmn and hand dryers .he campy with Table belom Iluinurn boa pd. AN Ir Ikainuen Rood 000 K 4P N 21 g 1 19123,18285 BARS 8/51/100 A117.1 609.3.2 - SIZE AND SPACING A Diameter or rich of4aria. shall be I-1/4" to 2' N or the stied an equivalent gripping surface. / 1. The space between grab bas ala adjacent walls shag be 1-1/7 ANSI/ICC 8117.1 609.8 - STRUCTURAL STRENGTH A Grab ban and mounting devices aha meet the Mowing requirements: 509.8 N4.abM strums shall not be exceeded for materials used where a vertical or horizontal lora of 250 as. is appfed al any pont on the grab bar. fastener mounting device, or supporting dive.. t. Shear stress induced by appkation of 250 a. the be less than allowable shear stress for material used. If comedian between grab bar and mounting bracket re wandered to be fey recited. then &rest and torsional shear dresses shad be touted for the combined spur dress. which shod not exceed the allowable shear stress. 2. Rua fan induce in a fastener or mounting devise horn app8ca400 of 250 a. she be leu Ben aosble lateral bad of either the fastener or mewling device or the hepod'eg structure, Widnes. a the smNW alowoble bad. 3. Table force induced in a fastener by a erect Milan lone of 250 D. p5. the moment ham the application of 250 a. shad be less than the alowoble withdrawal bad between the fastener and the reporting structure. 609.6 Gab bars shall vet rotate whin their fittings. 4549/I105 8117.1 609.5 - 0100141116 4424000 A Gab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. Edges shall be rounded. 12' n l. ten Wa 1 /1 Bar dor Weer Peet 9w Wal Grob Ba bre Wale 0850 $� Wal Grob Bar for Shaw Peer Wali lima Bar ins 51.ner BUMS ANSVICC 4117.1 702.1 - GENERAL A When regard, o10.4 alarms shall be prodded in each of the following areas, as mamas red moms and any other general nage areas (e.9., meeting moms), hallways, lobbies. and any other area for common use. Accessible audible 004 visible alarms and notification appliances shad be installed in accordance eh NEPA 72. NEPA 72 - AVOIBIE ALARMS A R provided, audible atoms shall product e mend That escudo the ending equivalent sound hal in the mon or apace by at lead 15 dao or exceeds any sound W&raa el with a tion 60 seconds by 5 dao. whichever a louder. B. Sound 884. for alarm sigma WI not exceed 120 da. NEPA 72 - VISUAL RAMS A Visual alms signal app6oues slag be integrated into the building or lacey slam system. If single statim audible alums am provided then .bra dation dull slam *nob .he be prodded. Vaud Nam mean., Nod ham the following features: 1. The lamp shad be a xenon strobe type or equivalent. 2. The cob shall be dear or nominal white (e. =there or .Mar filtered white M 3. e motimun pulse duration dao be is-ln0e at one wand with a maximum duty cycle of 405. (the pulse &notion is defined as the time relent between initial and final points of 105 of max signal) 4. Ti. iMens9y shad be a minim= of 75 candela. S. The Dash rate shall be a minimum of l Hz and a maximum of 3 Hz 6. The appliance Nall be placed BU above the highest floor level within Um space or 6' below the ceiling. whichever M lower. a. In bra moms and spaces exceeding 100' across, without obstructions 6' awe the finished Icor such as auditoriums. devices may be place amort the Perimeter, spaced a maximum 100' apart it fico of suspending app0ames from the crib,. 7. I general no plan in my room or spaco shal be more than 50' from the dare (moaned 6 a honzan54 plow). 8. No plc. in common corridors or hallways sal be more than 50' from the 14nel. 703 SOMME WHERE MPUGIBIE A Signe vlich designate Idled below permanent e rooms ad spaces Mcomedy with the Sig 1. Raised and Greene Character, and Pictograms 2. F9eh and Conrad Exception: Employee nam signs are not required to amply. WHERE APPLICABLE A Signs Mich provide enation to, a interoffice about, functional spaces of the building Nall corn* .Rh the requirements late below 1011 1. Character Proportion 2. Cheater Height 3. Finish and Conrad Exception: Building di ectades, menu, and au other signs .hila ore lempeta1 am not mdred to comply. WHERE APPLICABLE (REFERENCE DETAIL) A Element and spans of cease= facilities which shag be identified by the International 5m44 of Aa.,sad90 are: 1, Packing spam designated as reserved for penins .i5 disabilities. 2. Accesale passenger loosing zones. 3. Aoom= entrances when not a are accessible (blameable enhances she have factional sieves to indicate route to nearest accessible enhance). 4. Acc.,saa fade and bathing toadies when not a are accessible. N61/ICC A117.1 70324 - 090009a 181441 (REFERENCE PETAL) Height The mppecase 1.00, 10 elle be mod to determine Net a8nabe height of a deaden al a lane and she be a minimum o f and 2' madman. EXCEPTION: Where separate lact8e and visual Mead= with the some information are provided. the height of the tactile case letter 'E shall be be t minimum. ANSI/ICC 8117.1 703.25 - CI100411 R WIDTH A Width: The uppercase letter '0' Mol be used to ddonnn, the allowable .idth of all cha acters of a lent and shod be 555 min. and I INE mag. of the height of the uppercase '(d the tont b 0 -TOILET SEAT R -PAPER TOWEL S -ELECTRIC R -PAPER R-SANNARY ' R -WASTE COVER DISPENSER/ HAND DRYER TOWEL NAPKIN RECEPTACLE DISPENSER WASTE DISPENSER DISPENSER RECEPTACLE 703 SIGNAGE contifl OVERHEAD SIGNS A CHMHC1FR5 AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO THE 41010 DISTANCE FROM WHICH 111EY ARE TO BE READ. 1. FOR SIGNS NIGHER RUN 70' AF.F.. CHARACTER SIZE 5101E BE 7 MINIMUM PWS PER FOOT OF 0099946 DISTANCE ABOVE 15 FEET. 1. THE MINIMUM HEIGHTS MEASURED USING AN UPPER CASE LETTER 2. LOWER CASE LUISA11 ARE PERM1ED. ANSI/60 A117.1 703.3-703.5 - RAISED CNA/Willa, BRAILLE, 8 PICTOGRAMS A Raised characters dad comply with section 703.3 and shat be duplicated In brad* complying with section 703.4. B. latter and numer4s she be raised 1/32'. upper case. sou serif and shall be accompanied by grade 2 Bm'de. 1. Raised character height t minimum to 3' plus t per foot of =eine &stance above 21 feet 2. Brdle shad b. contracted (grade 2): del be located below title correspond* test 3. Pictogram stet be accompanied by the equivalent cabal description placed dimc*y be*e the pictogram. 1. The border dimension al the pictogram shad be 6' Mn. in height ANG/ICC 4117.1 703.3.12 - 0091 AND CW9RAS1 A Charocl0s and then bod9mad shall have a 800/0rs finish. Characters shad contrast .81 their background. with either 191* characters an a dark background. or dark charades on a fight background. AND/ICC 6117.1 703.3.10 & 703.3.11 - 60UMING LOA10N AND M7GNf (REFERENCE DETAIL) A Charades and their background shall have a nonglare faith. Characters shad contrast with thew background. with either light characters on a dark background, or dark characters an a 1ght background. B. Where a teethe sign M mounted nee to a door. R shag be placed to the latch side of the door whoever post. Where a *dile sign if placed adjacent a double door, the sign she be M the right hand door. If there is m wall space to the right, signs shall be placed an the neared adjacent wad. Exception: Door mounted signs shall be permitted on the push side on the doors with closes and setae hold open deuces. C. Raised Mamba shad be above the floor. msuure50 the e babaselineof the best raised character er 0,4 and 670' minimum above the Roar, measured M the bourne of the highest rased dam*. 0. Mounding location for such aloe", shad be so that a anon may aprah witwithinh aat sigma without encountering protruded objects or s*reng within the sena of door. IBC with WA STATE 04091005 1101.2.6 - 1N5EMU14N L SYMBOL OF AMMO fly A Where the bdema0onal Symbol of Aceenibiily M required,mpa complying ed, it Nal be ptiomd ith AN9/CC 0117.1 Figure 703.6.3.1, NI interior and exterior signs depicting the !emotional Symbol of Accessibility dial be white te an o N background. International Symbol of Accessibility Letter M numbers an rips shall have a width eheight at robe Wean 15.4 1:1 and I.5 height ratio between k 1:10. Letters and numbers shat be rdsed 1/3T, upper are, tam sed or simple serif 49. and *hal be accompanied eh grade 2 Brea mead danaden did be al lust 5/8 - 3' high plus I/O' per lad of eeeng &stance eine 21 feel 90405(541015099 KD09NFTT6 Aye/ICC A117.1 8045.6 - REFRIGWATOR/FARIDR Certinaim refrigerators and freezers shall ham at lead 5014cd the freezer comportment shelve. including the bottom at the freeze 54 inches (1370mm) maximum above the floor when the Metres are installed at the:maxirulm heights p ruble in tin compartment. A dear floor span. 94bened feia parallel teemsh to the space dedicated to o refri0.Mor/haze, shall be prodded. The centerline of the clear Boor spae shad be offset 24 nchs (610 mm) maimed 'from the writable of the dedicated apace. 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafts rah it a ets. co m Q cc 0 LO Z W xyAlePe'CON3UL'TANi V 902 NUDE SURFACES & WORK SURFACES 09/ICC 8117.1 902.2 - CIF* FLOOR SPACE A dear flow A sial be provided. Mee foe clearance canekingce camplying with Section 305, positioned Seem 0049/120 A117.1 902.4- 1060 A The tops of ameba tables and counters dao be 28' minimum, and 34' maxum drove the finished floor. Tukwila 1 /01 F0 WILA 90.3 BEWES Submittals/Revisions: 049/ICC A117.1 903.2 - CLEAR FLOOR SPACE A a door Noor yarn carnplYin9 rte "0'0" SBS. pmitianed fe P"9" PERM the bench seat stall be prodded. ANS/ICC A117.1 903.3- SIZE A Benches Ma hen sea& 42' minimum in Ian4U and 20' minimum and 24' ma0mon n depth. 4.161/100 A117.1 903.4 - BACK SUPPORT A The bench Ndl provide for back euppol or shall be fixed to a we Bock supped dao be 47 Illilliff14011 n length and snob extend from a point 2' 11100mum above the seat =face to a point IW above the mat eudaa. vet emperr AN51/CC 6117.1 9052 - CLEAR FLOOR SPACE A dear Poor space come/rig with Section 305 she be prodded. NSTACC 4117.1 905.3 - HEIGHT Accessible storage eemsn& dal comply with at bast one of to reach ranges specified n Section 308. NI59ICC A117.1 905.4 - OPERABLE PARR Operable pas of stooge Wen she comply with Section 309. CLEAR FLOOR SPACE A Floor apace shad amply with ANSI/CC 8117.1 305 to allow o forward. parallel approach or beth. HEIGHT A Operable parts shad be placed within one or more of the reach ranges spaded In Nal/ICC 6117.1 section 308. summarized eager in this shat. THE SHEETS PROWS FOR YOUR coasmaCE. T WRAPS saloons FROM THE CURRENT ALCS5WB0Y REFERENCED STANDARDS (2015 IBC CHAPTER 11 WIN WA STATE AMENOMENIS AND 819/100 4117.1). BUT IS NOT IN1Eb0m TO BE A WMPIE1E W 031W5dVE 0001 OF THE CURRENT ACCWBWIY STANDARDS. FWi' 014(o IT_CENTEIMR Sheet Title: ACCESSIBILITY GUIDELINES Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: T1.2 COPYRIGHT CRAFT ARCHITECTS 2017 ACCESSIBLE PARKING SIGNAGE SEE PLAN FOR LOCATIONS NOTE: SLOPE SHALL BE 1:12 MAX. & CROSS SLOPE SHALL BE 1:48 MAX., PER IBC SECTION 1010 4" WIDE CURB 0 BACK OF RAMP N 5'-0" PROVIDE DETECTABLE WARNING TEXTURE PER C00E, TYPICAL ALL WHEELCHAIR RAMPS SLOPE DN MAX 1:48 O ACCESSIBLE RAMP GALVANIZED MOUNTING BOLTS STATE OSABLED PAFBIAIG PROT FEOLIFED AczysteLE / —c ERP-MANUF. SIGN 4" 01A STEEL POST W/ CAP FINISH GRADE SET POST IN CONC. GENERAL NOTES: I. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS RJ OCCUPANCIES AND LOCATIONS AS REQUIRED PER SECTION 906 IN TIBE INTERNATIONAL FIRE CODE. MOUNTING HEIGHTS TO MEET THE PROVISIONS OF ANSI A117.1 - 308 (48" MAX). CABINET SHALL PROTRUDE NO MORE THAN 4' INTO WALI(5, CORRIDORS, PASSAGEWAYS, OR AISLES. LOCATE CABINET(S) 75 -FOOT MAXIMUM TRAVEL DISTANCE TO REACH THE EXTINGUISHER, (I) 2A EXTINGUISHER TO COVER MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WM1 OWNER AND ARCHITECT PRIOR TO INSTALLATION. EGRESS CODE SUMMARY IBC 2015 C A NM. TRAVEL DISTANCE 8 OCCUPANCY: 300' (TABLE 1017.2) B. MAX. COMMON PATH OF EGRESS TRAVEL: 100' (TABLE 1006.2.1) OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.2) OFFICE - B (EXISTING) 7.814 50 FT / 100 = 79 TNT RFQUIREMFNTS: (SEC. 1006 TABLE 1006.2.1 & 1006.3.1) NUMBER REO'D NUMBER PROVIDED OFFICE NQff:. INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHAH HAVE ADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW. [EXIT) ® ACCESSIBLE PARKING SIGN NOTE: CURB RAMP VERTICAL RISE SHALL BE 6" MAX., PER ICC/ANSI A117.1 O ACCESSIBLE RAMP CONCRETE WHEEL STOP ASPHALT PAVING IIIIIIIIIIIII —ILII— ROCK BASE II— CONTRACTOR OPTION. STEEL TIE BARS 19 1 FT. EA. SIDE OF EVERY JOINT OR USE AN ADHESIVE ® WHEEL STOP 10 ID ♦ b • t®0 2 4 EXISTING PARTITION TO REMAIN NEW PARTITION IBC 2015 OBC 2015 INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION OF EXISTING. ADD NEW WHERE NOT EXIS1160. ARROW = DIRECTION INDICATOR, IF REQUIRED TACTILE EXIT SIGN, ADJACENT TO DOOR PER 703/11.2. ADD NEW WHERE NOT 18151140. DIRECTION OF TRAVEL PATH OF EGRESS • _ - START POINT C06601 PATH OF TRAVEL TERARNA KEY NOTES: O 1. EXI5TING ACCESSIBLE ENTRANCE/EXIT 2. EXISTING 1ENANT DEMISING WALL 3. 10151180 COLUMN 4. EXISTING OVERHEAD DOOR. 5. EXISTING PARKING STALL5, TYP. 6. 1X1511140 CONCRETE SIDEWALK. 7. EXISTING LANDSCAPING, TYP. REPLACE ANY DAMAGED LANDSCAPE DURING CONSTRUCTION. 8. EXISTING CONDITIONED OFFICE SPACE. architects 2505 Third Avenue Suite 324 Seattle, VVA 98121 206.720.7001 phone 206.720.2949 tax www. craftarch itects: co m EE 0 O C') 0 J m • co Q Q Liu z3 O m f J cc W 2Y 0 • - r 0 i N Q T CODE c v;�E NUC APP DEC 2 2 2011 CityofTukwila DIVISION BUILD 9. NEW ACCESSIBLE PARKING STALL W/WHEELCHAIR SYMBOL VAN DESIGNATION, ACCESS AISLE AND WHEEL STOP. 1(P., TO MEET THE PROVISIONS OF ANSI A117.1 - 502/503, 406. AS SUMMARIZED ON 71.2. SEE 2/A0.1, 3/A0.1, 5/A0.1. 10. NEW ACCESSIBLE PARKING STALL SIGNAGE PER ICC/NISI A117.1-203, SECTION 502.7. SIGN TO BE DESIGNATED VAN ACCESSIBLE, A5 SUMMARIZED ON T1.2. SEE 4/A0.1. 11. NOT USED. 12. LOCATION OF EXISTING ELECTRICAL PANELS AND STEP-DOWN TRANSFORMER. 13. EXISTING ACCESSIBLE PARKING STALL 14. REMOVE EXISTING CURB AND SIDEWALK AND REPLACE CONCRETE TO PROVIDE NEW ACCESSIBLE RAMPS. SEE KEYNOTE 24-6 24'-6 04'-6 24'-6 '( 171'-6 0618111 0 0 04'-6' 24-6 24'-6 P�I'►� 01 19. ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN RECEIVED CITY OF TUKWILA PERMIT CENTER Submittals/Revisions: 9/29/17 FOR PERM. Sheet Title: ARCHITECTURAL SITE/ EGRESS/WAREHOUSE PIAN Dote: Design: Drown: 9/27/17 Project No: Approved: Building No: 17-080 KCR Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2017 DEMOLITION PLA -FIRST FLOOR GENERAL NOTES: 1. ALL EXI511NG BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TO REMAIN, UON. PROJECT SPECIFIC DEMOL11ION INTENT IS DEFINED AS: 1.1. EXTERIOR WINDOWS TO REMAIN. 1.2. DOORS, DOOR FRAMES & DOOR CASING TO REMAIN. 1.3. DOOR HARDWARE TO BE REPLACED. 1.4. LIGHT FIXTURES TO BE REPLACED 1.5. SUSPENDED CEILING GRID TO REMAIN. 1.6. SUSPENDED CENNG PANELS TO BE REPLACED. 1.7. GWB CEILING TO REMAIN. 1.8. FLOOR FINISHES AND WALL BASE TO BE REPLACED 1.9. TOILET ACCESSORIES TO BE REPLACED. 1.10. TOILET ROOM WAINSCOT TO 8E REPLACED. 2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/0R REPAIRING ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN. 3. WHERE FLOOR FINISHES (CARPET, VCT, CERAMIC TRE. ETC.) AND/OR FLOOR 80.5E ARE SCHEDULED TO BE REMOVED, PREPARE FLOOR TO RECEIVE NEW 71.008 FINISHES, TYPICAL THROUGHOUT. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW FLOORING SURFACE SUCH AS FASTENERS. OUTLET CORES, COVER PLATES, RESIUENI FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD. ETC. 4. WHERE INTERIOR PARTITIONS, COLUMN FURRING, MXTURE5, CABINETRY, DOORS AND DOOR FRAMES, ARE SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES U0N TYPICAL THROUGHOUT ENTIRE SPACE. 5. IN AREAS WHERE CDUNG SYSTEM IS SCHEDULED FOR REMOVAL DISPOSE OF ALL DEBRIS AND PATCH WALLS AS REQUIRED. TYPICAL THROUGHOUT ENDRE SPACE. 6. WHERE WALL MOUNTED ARTWORK 15 SCHEDULED 70 BE REMOVED. REPAIR WALL AS REQUIRED. TEMPORARILY STORE ON511E FOR REINSTALLATION AT PROJECT COMPLETION. 7. OBTAIN DEMOUIION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE. 8. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS. 9. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE DURATION OF CONSTRUCTION. I0. IF ANY QUESTIONS ARISE A5 TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING. 11. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP All. OUTLETS, SWITCHES, WIRES, THERMOSTATS. ETC., TO THEIR SOURCE 12. REMOVE ALL ABANDONED ELECTRICAL CONDUIT. CABLING BACKBOARD AND EQUIPMENT. 1091661 THROUGHOUT ENTIRE SPACE. 13. AT COMPLETION OF DEMOLDTON WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN 'BROOM CLEAN CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. 14. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED. PERFORM MISCELLANEOUS DEMOUIION AS REQUIRED -TO SUPPORT NEW CONSTRUCTION. COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON TH0 FOLLOWING DRAWINGS. 15. NO EXISTING SMOKE DETECTOR, PUBUC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE INCLUDING THE ASSOCIATED WRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION Cr SMOKE DETECTORS, PUBUC ADDRESS SPEAKERS AND RE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST PRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHAT BE PERMANENTLY COVERED OR OTHERWISE REMOVED OR U505 FOR OTHER MAN ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY. 16. REMOVAL OF ANY EQUIPMENT, CABUNG SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANT MND DESIGNER. ONLY REUSED CABUNG MAY REMAIN IN THE PLENUM. ALL OTHER CABUNG_MUST BE.REMOIED,., , """, 17. RELOCAIVRIERIAOSTATS7LIGIA r7WWITCHES„ AND ECABIN IN DELA ED PARiLRONLA REOUIREI Er u r CODE COMPLIANCE APPROVED DEC 2 2 2017 LEGEND: City Of Tukwila . A LA y DIVISION 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 tax www.craftarchitects.com _z F-- o z J W m U) M CCQ M a U m I CL oZ cJ < O co Z > 6 CONSULTANT OAST 565080RID PARTITION / BEMENT TO BE DEMOLISHED KEY NOTES: O I. NOT USED. 2. NOT USED. 3. REMOVE AND DISPOSE OF ACT GRID AND TILES IN AREA TO BECOME FUTURE SHOWROOM. 4. RETAIN RE1TE FRAME ONLY FOR REUSE. 5. RETAIN DOOR, FRAME AND SIDEUGHT FOR REUSE. 6. RELOCATE EYE WASH STATION 7. PORTION OF PARTITION TO BE DEMOLISHED TO RECEIVE NEW DOOR AND/OR REL/TE, PER A2.I AND 56.1. RECEIVED CITY OF TUKWILA PERMIT CENTER Submittals/Revisions: 9/29/17 FOR PERMIT Sheet Title: DEMOLITION PIAN Date: Design: Drown: 9/27/17 Project No: Approved: Building No: 17-080 KCR Sheet No: COPYRIGHT CRAFT ARCHITECTS 2017 EVIEWED FOR C!)DE COMPLIANCE APPROVED 24'-41 24'-1F City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER GENERAL NOTES: 1. WHERE NEW FLOOR FINISHES ANO/OR WALL BASE ARE SCHEDULED, PREPARE FLOORS AND WALLS To RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT PL! OFFICE WALLS. TYPICAL THROUGHOUT. 2. FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, TYPICAL VON. 3. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH COSTING. 4. ALL NEW PARTITIONS TO BE WALL TYPE 01 UON, SEE SHEET A8.1 FOR WALL TYPES. 5. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET TI.2. 6. THERE SHALL BE N0 EXPOSED PIPE. CONDUIT. DUCTS. VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. 7. OFFSET STUDS, WHERE REQUIRED. 50 THAT FINISHED PARTI00N SURFACE WILL BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS A5 REQUIRED TO 0451011 ELECTRICAL BETAS AS INDICATED ON THE DRAWINGS. 8. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETAILS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR CENTERED BETWEEN WALLS. 9. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL ALIGN. 10. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS, PIER, J015T5 OR WINDOW MULLION, A5 SHOWN, 11. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS. INCLUDING HARDWARE, 0GHT FIXTURES, GRAB BARS, CASEWORK, AND A11 OWNER PROVIDED ITEMS. PROWDE SHEET METAL REINFORCING (8' HORIZONTALLY MOUNTED STRIP OF 20 GA GALVANIZED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CDUNG MOUNTED ITEM IS INDICATED ON DRAWINGS. 12. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK. 13. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDTIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK I5 PERFORMED PRIOR TO OBTAINING CLARIFICATION. CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. I4. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF 0405.2.1.1 INTERIOR LIGHTING CONTROLS. SEE ALSO A0.1 FOR WAREHOUSE POWER/DATA 15. ALL SWITCHES, RECEPTACLES, COVER PLATES MID OTHER ELECTRICAL DEVICES M SHALL BE WHITE IN COLOR, UON. DEVICES WHICH OCCUR IN STAINED MILLWORK Il OR ON BUCK COLORED SURFACES SHALL BE BUCK IN COLOR. ALL EXISTING O BEIGE SWITCHES, RECEPTACLES. COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE CLANGED TO WH11E. I6. ALL FURNITURE AND WORKSTAD0NS PROVIDED AND INSTALLED BY OWNER. NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS. POWER CONNECTION TO WORKSTATIONS (WHIPS/BASE POWER INFEEDS) AND DUPLEX RECEPTACLE INSTALLATION. COORDINATE POWER, VOICE/DATA AND SECURITY LOCATIONS AND W INSTALLATION REOUIREMENIS W FURMTURE VENDOR, TYP. 17. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15 M ABOVE FLOOR UON. 18. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO DRILLING. MIN. O 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720,7001 phone 206.720.2949 fax www.crafterchitects.com Q 19. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, FROM EDGE OF COVER PLATE FOR WALL MOUNTED OWLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, UON. 20. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER. UON, GANG COVER PLATES SHALL RE ONE-PIECE TYPE UON. 21. ALL EXISTING ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. POWER & COMMUNICATION OUTLETS ARE SHOWN IN IDEAL LOCATIONS. REUSE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN LOCATED NUR IDEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE. 22. FURNITURE SHOWN IS FOR REFERENCE ONLY AND S NIC. LOCATION OF OUTLETS IN PRIVATE OFFICES TO BE COORDINATED WRIT FURNITURE VENDOR LEGEND: EXISTING PARTITION TO REMAIN NEW PARTITION WALL MOUNTED DUPLE% OUTLET: DEO OR HATCH = DEDICATED 200 = 20 AMP CIRCUIT T = 12 HOUR TIMER WALL MOUNTED VOICE/DATA PORT - (2) VOICE/(2) DATA IN SINGLE GANG BOX, UON OCCUPANT SENSING AUTOMATIC CONTROL FLOOR. CEILING OR WALL MOUNTED FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO ATTACH TO FURNITURE SYSTEM - POWER, DATA AE VOICE VERIFY TOTAL POWER REQUIREMENT WITH TENANT KEY NOTES: O 1. DOOM STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR 2. REFURBISHED EXISTING COUNTERTOP, EXISTING PLASTIC LAMINATE BASE AND UPPER CABINETS WITH DOSING DOUBLE COMPARTMENT, TOP MOUNT SINK. NEW GARBAGE DISPOSAL, AND NEW DISHWASHER. 3. NEW PLASTIC LAMINATE COUNTERTOP AND BASE CABINETS. 4. PROVIDE WATER SUPPLY UNE FOR NEW (FRT) COUNTER MOUNTED PLUMBED HOT/COLD WATER DISPENSER, 1/4' COPPER NOES BELOW COUNTER. 5. PROWDE WATER SUPPLY UNE 10 (FITT) REFRIGERATOR, 1/4' COPPER TUBES BELOW COUNTER. 6. PROVIDE WATER SUPPLY UNE TO (FRT) COFFEE MAKER, 1/4' COPPER TUBES BELOW COUNTER. 7. SHELF AND ROD, FTTT. SEE DETAIL 19/A5.1 8. UNDERGROUND CONDUIT FOR POWER/VOICE/DATA SECURITY IN NEW FLOOR TRENCH. GC TO SAW CUTE CONCRETE TRENCH. POUR BACK W/ MIN 3,000 PSI CONCRETE FLUSH WITH EXISTING. VERIFY FINAL LOCATION W/ TENANT. 9. NOT USED. 10. EXISTING WATER HEATER 11, EXISTING LAUNDRY TUB. 12. RELOCATED EYE WASH. 13. ALIGN NEW PARTITIONS WITH COLUMNS. FIRST FLOOR PLAN 4Nlikatiry CONSULTANT Submittals/Revisions: 9/29/17 FOR PERMIT Sheet Title: FLOOR PLAN Date: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A21 COPYRIGHT CRAFT ARCHITECTS 2017 DESIGN BUILD NOTES: PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN -BUILD. NEW 5GHTING SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A IBC 1008.1 - ILLUMINATION REQUIREMENT 1. THE MEANS OF EGRESS, INCLUDING THE EXRDI5C11ARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS 15 OCCUPIED. B. IBC 1008.2.1 - ILLUMINATION LEVEL 1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 1U%) AT THE FLOOR LEVEL C. IBC 1008.3 - ILLUMINATION EMERGENCY POWER I. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY. 1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS OR SPACES, PUBUC OR COMMON EGRESS ELEMENTS, ESSENTIAL PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR EXIST DISCHARGE ELEMENTS, A110 EXTERIOR PORTIONS OF THE EXIT DISCHARGE, INCLUDING INTERIOR TOUT STAIRWAYS & RAMPS. 2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR -TO -CEILING PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE UGMNG SERVING THAT AREA THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES THE LIGHTS SERVED AND INDICATES THBR STATUS. C405.2.1.2 UGH1 REDUCTION CONTROLS. UGH1 REDUCTION CONTROLS NEED NOT BE PROVIDED IN THE FOLLOWING AREAS AND SPACES: 1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT -SENSING DEVICE 2. CORRIDORS, EQUIPMENT ROOMS. STOREROOMS. RE11800IS, PUBUC ROOMS. 3. DAYLLGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2. LOBBIES, ELECTRICAL OR MECHANICAL C405.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC 119E SWITCH CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY SENSORS. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL 8E INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS. EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES. RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR -30- CLUNG HEIGHT PARMONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. C405.2.2.3 DAYUGHT ZONE CONTROL DAYLIGHT ZONES SHALL BE DESIGNED SUCH THAT UGH13 IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENRY OF GENERAL AREA 0GHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION C405.2.2.3.2. EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED 2,500 50UARE FEET (232 M2). CON11000US DAYLIGHT ZONES ADJACENT TO VERTICAL FENESTRATION ARE ALLOWED TO 8E CONTROLLED 8Y A SINGLE CONTROWNG DEVICE PROVIDED 11AT THEY DO NOT INCLUDE ZONES FACING MORE THAN M'0 ADJACENT CARDINAL ORIENTATIONS (1.5.,NORTH, FIST, SOUTH, WEST). THE PRIMARY DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY DAYLIGHT ZONE. 044150HT ZONES UNDER SKYLIGHTS MORE TWIN 15 FEET (4572 MM) FROM THE PERIMETER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT ZONES ADJACENT TO VERT1CAL FENESTRATION. CONTROL SHALL 1. CONTROL ONLY LUMINAIRES WITHIN THE DRAY' AREA. 2. INCORPORATE 118E -DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL CHANGES OF LESS THAN 1HREE MINUTES. EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FIXTURES ARE NOT REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL AREA UGHDNG. C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/ MEETING ROOMS, EMPLOYEE LUNCH AND BREAK CONTROLS DEVICE %TALL BE CAPABLE OF AUTOMATICALLY REDUCING THE UGHONG POWER IN RESPONSE TO AVAILABLE DAYLIGHT BY EBHN ONE OF THE FOLLOWING METHODS: 1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYUGIT-SENSING AUTOMATIC CONTROLS 111AT ARE CAPABLE OF REDUCING THE POWER OF GENERAL LIGHTING IN THE DAYUT ZONE CONTINUOUSLY TO LESS THAN 20 PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT. 2. STEPPED DIMMING USING MULTI-LEVEL SWITCHING AND DAYLIGHT -SENSING CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY. THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL STEP I5 BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN UGHTNG POWER AND ANOTHER CONTROL STEP 15 NO GREATER THAN 35 PERCENT OF DESIGN POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE SYSTEM OFF. 0408.3.1 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE AN0 SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND W PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. NEW HVAC 50LMON SHALL MEET THE FOLLOWING MINIMUM REQUIREMENT: A NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT LINKED TO PACKAGED UNITS, CONTROLS, DAMPERS, DUCTING. COMMISSIONING; TO FULLY COMPLY WITH THE PROVISIONS OF WSEC 5ECT0N C403. B. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE MECHANICAL CODE (WAC 51-52) C. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN ACCORDANCE W0/4 SECTION 403 W THE 2012 INTERNATIONAL MECHANICAL CODE 111E VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE VENTILATION OVER AND ABOVE THAT REONREO BY TABLE 403.3 114 ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: A ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS 51X INCHES HIGH MINIMUM AND SHALL CONFORM WITH ALL APPLICABLE CODES. THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE 8RE PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO COMMENCING WISH THE WORK. 5°.-3 1/16- FOUIP 127 \. NU. ` m7 1 REVIE WED FOR CODE OMPLIANCE Ar PROVED D.:C 22 2011 / ;1f City of Tukwila BUILDING DIVISION JEXTL 24'-6' 24-6 0 0 GENERAL NOTES: 1. SEE A1.00 ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PWMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN WRITING BEFORE PROCEEDING WT111 ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFIICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR THE ARCHITECT. 2. BEFORE STARTING ANY WORK, CONTRACTOR SHALL FIELD VITRIFY EXISTING COND410N5. IF THERE ARE 50151180 BUILDING OBSTRUCTIONS AND CEIUNG FIXTURES, LEVEL CHANGES, SOFFITS, ETC.. CANNOT BE INSTALLED WHERE INDICATED, OR IF THERE ARE ANY CONFUCTS OR DISCREPANCIES, CONTRACTOR SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WITTING BEFORE PROCEEDING WIH ANY PART OF THE CEILING WORK OR RELATED WORK. 3. REWORK 5015140 FIRE, UFT. SAFETY SY5IEM A5 REQUIRED PER NEW WALL LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILDING RECOMMENDED SUB -CONTRACTOR. 4. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE W0H LOCAL CODES AND MANUFACTURER'S RECOMMENDATIONS. 5. ALL CEILING MOUNTED DEVICES SHALL BE WHITE. 6. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE AREAS. DO NOT PUKE ANY ABOVE 01PSUM BOARD COUNGS. UNLESS APPROVED BY ARCHITECT. 7. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS; LOCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO MINIMIZE THE NUMBER A140 S1ZE OF ACCESS PANELS. 8. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS. PIPES. ETC.. SHALL BE INSTALLED AS HIGH AS POSSIBLE, NOT LOWER THAN 8' ABOVE LINE OF HIGHEST FINISHED CEILING. 9. THERE SHALL BE NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE. 10. WHEN MULTIPLE SNATCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE SWITCH PLATE 11. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO DOOR OPENINGS, DO NOT INSTALL IN CENTER OF WALL ARCHITECT AND CUM TO APPROVE ALL LOCATIONS. 12. ALL LIGHTS TO BE CONTROLLED BY MORON SENSOR. PROVIDE OVERRIDE SWITCH AT ALL CONFERENCE ROOMS 13. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SURE TEMPERATURE, UON. CEILING NOTES: 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.crafta rch itects. com 0 z I- o Z W oo u, - cc Waa O V m S CC 1. CENTER CEILING GRID 114 ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON. 2. CENTER LIGHT FTXNRES/SPRINKLER HEAD/CEWNG ELEMENT IN 24' PORTION OF O 411 CEIUNG TILE, TYPICAL MON. 3. LOCATE ALL USN FIXTURES, SPEAKERS. LIFE -SAFETY DEVICES, ETC.. IN STRAIGHT LINES A140 IN CENTER OF CEUNG TILES, UON. 4. PROVIDE SEISMIC BRACING AT ALL SUSPENDED CEILING SYSTEMS. SUSPENDED M CC r COUNG AND BRACING SHALL MEET THE MINIMUM REQUIREMENTS OF CISCA AND ' IA ASCE 7-10 SECTION 13.5.6. A5 SUMMARIZED ON SHEET A8.1 LL 5. ADJUST 0GHT FIXTURE LAYOUT A5 NEEDED TO AVOID EXISTING SPRINKLER 0 Q HEAD/DIFFUSER LOCATIONS. CC 6. REPAIR EXISTING SUSPENDED CEI0NG AS NEEDED WHERE PARTI110NS HAVE BEEN REMOVED. LEGEND: 1\ INTERNALLY ILLUMINATED EXIT OGNAGE W/ BATTERY BACKUP PER IBC SECTION 1013, CONFIRM OPERATION FOR EXISTING. ADD WHERE NOT 501SRNG. ARROW = DIRECTION INDICATOR, IF REQUIRED NEW 2%4 LED HIGH BAY UGM FIXTURE. MOUNT AT 15'-0' TO BOTTOM OF FIXTURE (VERIFY WI111 TENANT) HATCH INDICATES 'NIGHT UGHi' FOR EGRESS 0.1091 ATION NOT LESS THAN 1 FC PER IBC SECTION 1008.2.1. NEW 2X4 IN LED LIGHT FIXTURE. HATCH INDICATES 'NIGHT 0GHT' FOR EGRESS ILLULUNATION NOT LESS 114AN 1 FC PER IBC SECTION 1008.2.1. NEW LED TROUGH FIXTURE EXHAUST FAN (SONE RATING LESS THAN 1.0 SONE) 76SUSPENDED SUSPENDACOUSTIC CEILING TILE: 2x4 ARMSTRONG 7699 A U EDED CEILING GRID GYM GYPSUM BOARD CEUNG - EXISTING TO REMAIN OPEN TO STRUCTURE DAYLIGHT ZONE (PRIMARY DEPTH = TO WINDOW HEAD HOW. 24' BEYOND WIDTH OF WINDOW) (SECONDARY DEPTH = 2 TIMES WINDOW HEAD H0GHT) E EXISTING KEY NOTES: O 1. NOT USED. 2. 2' SEISMIC EXPANSION JOINT IN ACOUSTICAL CEILING. RECEIVED CITY OF TUKWILA REFLECTED CEILING PLAN MIT CENTER CNI 111 (D N CONSULTANT Submittals/Revisions: 9/29/17 FOR PERMIT Sheet Title: REFLECTED CEILING PLAN Date: 9/27/17 Design: Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A2.2 COPYRIGHT CRAFT ARCHITECTS 2017 LOW PRESSURE LAMINATE SHELF AND CLEATS - WHITE, 66 ALL EXPOSED SURFACES 5'-4' AFF CHROME FINISH ESCHUCHEON AND ROD. PROVIDE INTERMEDIATE SUPPORTS AS REQUIRED BY LENGTH OF ROD, UNSUPPORTED LENGTH NO GREATER THAN 36" BACKSPLASH W/ FINISH TO MATCH COUNTERTOP STONE COUNTERTOP PER FINISH SPECIFICATIONS APRON FINISH TO MATCH TOP 3/4- THICK KNEE BRACE AS REQUIRED. BUCK FINISH BASE AS SCHEDULED 19 SECT COAT ROD + SHELF 15 SECTION (4 COUNTER MAX ALLOWABLE STRESSES: VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS APPLIED AT ANY POINT ON THE GRAB RAR, FASTENER MOUNTING DEVICE OR SUPPORTING STRUCTURE. PARTTON AS SCHEDULED 1/4 DIA SHEET METAL SCREWS TO METAL BLOCKING/BACKING 1 1/2" DIA GRAB BAR (1 1/4' MIN TO 2' MAX OUTSIDE DIA) PROTRUDING ELEMENT 16 GA METAL STUD BLOCKING W/ (1) A35 CUP TOP AND BOTTOM OR 3/4 PLYWOOD BACKING TILE OVER WATER-RESISTANT GWB 0 GRAB BAR DETAIL BRUSHED ALUMINUM TRIM CHP PLAN WAINSCOT W/ METAL TRIM AT SHEET EDGES PER FINISH PLANS TILE BASE AT TILE FLOOR 17 SECTION WAINSCOT r-10" 3/4 RELAMINATED P155 BACKSPLASH TO MATCH COUNTERTOP RELAMINATED PWA COUNTERTOP W/ UNDERMOUNT SINK APRON TO MATCH COUNTERTOP 3/4 THICK KNEE BRACE A5 REQUIRED. FINISH TO MATCH COUNTERTOP U.N.O. PIPE INSULATION KIT UNE OF KNEE SPACE REQUIRED FOR ADA COMPLIANCE WN. CLEAR INSIDE U0N RELAMINATED PWA FINISH PER FINISH PIANS 3/4 ADJUSTABLE SHELF FLUSH MOUNTED SHELF STANDARDS 0R DRILL FOR PINS - PULLS: 4" WIRE, SATIN ALUMINUM/CHROME FINISH VALANCE b RELAMINATED PLATT BACKSPLASH TO MATCH COUNTERTOP RELAMINATED PUM COUNTERTOP DRAWER W/ FULL DEPTH, FULL EXTENSION HEAVY DUTY HARDWARE FLUSH MOUNTED SHELF 5TANOAR05 OUTET MOUNTED IN CABINET AS SCHEDULED 3/4" ADJUSTABLE SHELF LOW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4' DOOR W/ PRAM FINISH PER FINISH PUNS BASE, AS SCHEDULED 12 SECTION a TYPICAL CABINET UON RELAMINATED PLAIT BACKSPLASH TO MATCH COUNTERTOP RELAMINATED PLAN COUNTERTOP FALSE DRAWER FRONT W/ PLAIT FINISH TO MATCH DOOR PULLS: 4' WIRE, SATIN ALUMINUM/CHROME FINISH OFFSET DRAIN WITH INSULATION LAW PRESSURE LAMINATE AT CABINET INTERIOR - WHITE 3/4 DOOR W/ PLATA 0NISH PER FINISH PLANS BASE, AS SCHEDULED 16 SECTION LAVATORY COUNTER 0 SECTION SINK BASE NOTE: AT CUSTOMER AREA BAR LOCATION. PROVIDE BAR XOOM COUNTER TO MATCH COFFEE STATION HEIGHT. PROVIDE UNDER COUNTER SUPPORT LEGS AS REQUIRED. PLATA COUNTER TOP & BACKSPLASH BASE A5 SCHEDULED 0 BREAKROOM COUNTER ELEVATION A 3'-0" VERIFY PAINT EXISTING P -LAM UPPER CABINET REWIINAT PLATT COUNTER TOP & BACKSPLASH PAINT EXISTING P -LAM BASE CABINET BASE A5 SCHEDULED ® BREAKROOM ELEVATION PAINT EXISTING P -LAM UPPER CABINET 601551NATE PUNT COUNTER TOP & BACKSPLASH. TOP MOUNT DOUBLE BOWL 5045 PAINT EXISTING P -RAM BASE CABINET MODIFY EXIS11110 CABINET TO RECEIVE NEW DISHWASHER BASE AS SCHEDULED VENTILATE CABINET AS REQUIRED FOR APPLIANCE PIAM COUNTER TOP & BACKSPLASH P -IAM BASE CABINET BASE AS SCHEDULED O COFFEE STATION ELEVATION TOILET ROOM ELEVATIONS O 4'- REFRFTRI1111, 2 E0 e 1 1 as �MEI <t 3'-0" VERIFY PAINT EXISTING P -LAM UPPER CABINET REWIINAT PLATT COUNTER TOP & BACKSPLASH PAINT EXISTING P -LAM BASE CABINET BASE A5 SCHEDULED ® BREAKROOM ELEVATION PAINT EXISTING P -LAM UPPER CABINET 601551NATE PUNT COUNTER TOP & BACKSPLASH. TOP MOUNT DOUBLE BOWL 5045 PAINT EXISTING P -RAM BASE CABINET MODIFY EXIS11110 CABINET TO RECEIVE NEW DISHWASHER BASE AS SCHEDULED VENTILATE CABINET AS REQUIRED FOR APPLIANCE PIAM COUNTER TOP & BACKSPLASH P -IAM BASE CABINET BASE AS SCHEDULED O COFFEE STATION ELEVATION TOILET ROOM ELEVATIONS SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS 1/4" = 1'-0' SEE 11.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS GENERAL NOTES: 1. ALL COSTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, DON. 2. RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI 6117.1 SECTION 603 A5 SUMMARIZED ON SHEET 11.2. KEY NOTES: O RESTROOM ACCESSORY MANUFACTURER: 80BRICK, CLASSIC SERIES. DON. STAINLESS STEEL WITH SATIN FINISH 1. NEW WATER CLOSET. REFER TO 604/11.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF 150 WATER CLOSET. 2. EXISTRI0 WATER CLOSET. 3. EXISTING SINK IN EXISTING RELAMINATED COUNTER TOP, REFER TO 606/T1.2. 4. EXISTING SURFACE MOUNTED MIRROR. REFER TO 603/11.2. 5. NEW SURFACE MOUNTED TOILET PAPER DISPENSER M00NTE0 BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/11.2. 6. NEW SURFACE MOUNTED SANITARY NAPKIN DISPOSAL REFER TO 606/T1.2. 7. NEW SURFACE MOUNTED TO0ET SEAT COVER DISPENSER. REFER TO 606/01.2. 8. PAINT EXISTING TOILET PARTITION. OVERHEAD BRACED. REFER TO 604/01.2. ADD WHERE NOT COSTING. 9. NEW RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, ISP. REFER TO 606/11.2. 10. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 18/!5.1. ADD WHERE NOT EXISTING; PROVIDE BLOCKING AS REQUIRED. 11. NEW WALL HUNG URINAL REFER TO 605/T1.2. 12. NEW PLATA WAINSCOT, TYPICAL AT WET WALLS. PER 17/65.1. 13. NEW SIGNAGE WITH BRAILLE, REFER TO 703/11.2 SENS: 1RIMC0, 527, BLUE WOMENS: TRISCO, 528, BLUE 14. EXISTING SOFFIT WITH NEW 00WNUGNT FIXTURE. 15. MANEUVERING CLEARANCE PROVIDED IN EXISTING RESTROOM. 16. REPLACE TILE FLOORING IN SELECTED AREAS PER TENANT. 17. INSULATE. REFER TO 606.6/01.2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 222017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER .1 0 14(e ® ENLARGED TOILET ROOMS Ch Th tect c 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.crefterchitects.com _z 1— 0 Z W cDC!) M cc re W a Op16Q3_ m M CC QQ I p J 0 z �— Q < 0 W a I- 6 CONSULTANT Submittals/Revisions: 9/29/17 FOR PERMIT Sheet Title: INTERIOR ELEVA71ONS & DETAILS Dote: Design: Drawn: 9/27/17 Project No: Approved: Building No: 17-080 KCR Sheet No: A5.1 COPYRIGHT CRAFT ARCHITECTS 2017 O O EPf e 106- <t SEE T1.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS 1/4" = 1'-0' SEE 11.2 FOR MOUNTING HEIGHTS AND RELATIONSHIPS GENERAL NOTES: 1. ALL COSTING BUILDING COLUMNS, EXTERIOR WALLS, EXTERIOR WINDOWS, AND STRUCTURAL MEMBERS TO REMAIN, DON. 2. RESTROOM(S) TO BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI 6117.1 SECTION 603 A5 SUMMARIZED ON SHEET 11.2. KEY NOTES: O RESTROOM ACCESSORY MANUFACTURER: 80BRICK, CLASSIC SERIES. DON. STAINLESS STEEL WITH SATIN FINISH 1. NEW WATER CLOSET. REFER TO 604/11.2. FLUSH CONTROLS SHALL BE ON OPEN SIDE OF 150 WATER CLOSET. 2. EXISTRI0 WATER CLOSET. 3. EXISTING SINK IN EXISTING RELAMINATED COUNTER TOP, REFER TO 606/T1.2. 4. EXISTING SURFACE MOUNTED MIRROR. REFER TO 603/11.2. 5. NEW SURFACE MOUNTED TOILET PAPER DISPENSER M00NTE0 BELOW GRAB BAR MOUNTING ZONE. REFER TO 604.7/11.2. 6. NEW SURFACE MOUNTED SANITARY NAPKIN DISPOSAL REFER TO 606/T1.2. 7. NEW SURFACE MOUNTED TO0ET SEAT COVER DISPENSER. REFER TO 606/01.2. 8. PAINT EXISTING TOILET PARTITION. OVERHEAD BRACED. REFER TO 604/01.2. ADD WHERE NOT COSTING. 9. NEW RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, ISP. REFER TO 606/11.2. 10. SURFACE MOUNTED GRAB BARS PER ICC/ANSI A117.1 SECTIONS 604 AND 609, SEE ALSO DETAIL 18/!5.1. ADD WHERE NOT EXISTING; PROVIDE BLOCKING AS REQUIRED. 11. NEW WALL HUNG URINAL REFER TO 605/T1.2. 12. NEW PLATA WAINSCOT, TYPICAL AT WET WALLS. PER 17/65.1. 13. NEW SIGNAGE WITH BRAILLE, REFER TO 703/11.2 SENS: 1RIMC0, 527, BLUE WOMENS: TRISCO, 528, BLUE 14. EXISTING SOFFIT WITH NEW 00WNUGNT FIXTURE. 15. MANEUVERING CLEARANCE PROVIDED IN EXISTING RESTROOM. 16. REPLACE TILE FLOORING IN SELECTED AREAS PER TENANT. 17. INSULATE. REFER TO 606.6/01.2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 222017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA PERMIT CENTER .1 0 14(e ® ENLARGED TOILET ROOMS Ch Th tect c 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.crefterchitects.com _z 1— 0 Z W cDC!) M cc re W a Op16Q3_ m M CC QQ I p J 0 z �— Q < 0 W a I- 6 CONSULTANT Submittals/Revisions: 9/29/17 FOR PERMIT Sheet Title: INTERIOR ELEVA71ONS & DETAILS Dote: Design: Drawn: 9/27/17 Project No: Approved: Building No: 17-080 KCR Sheet No: A5.1 COPYRIGHT CRAFT ARCHITECTS 2017 MSHSCHEaLES) Y 9 162 WOOD CASING FINISH TO MATCH EXISTING 1 I/4" WOOD JAMB, TIP. 1.1 CONT. WOOD STOP, ISP. BASE, SEE FIN151 SCHEDULE FINISHED FLOOR. SEE FINISH SCHEDULE ® TYP. RELITE HEAD/SILL $ SCALE: 3" = 1'-0" DOUBLE META. 511E0 EACH SIDE WOOD CASING FINISH TO MATCH FRAME WOOD JAMB, ISP. GLASS. SEE DOOR AND RELITE SCHEDULE 1.1 CONDNOUS WOOD STOP, TYP. O SIDELIGHT/RELITE JAMB O Q DOOR ALD TRIM DOOR FLOOR FINISH MARL SAME ON BOTH SIDES OF OPENING RESILIENT FLOOR MATERIAL DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE Q DOOR AND TRIM CARPET/CARPET TILE CONCRETE SLAB DOOR TRANSITION STRIP CPT REDUCER STRIP TO MATCH RUBBER BASE Q DOOR AND TRIM CARPET/CARPET TILE © SILL/FLOOR TRANSITION SEALANT. ISP. WOOD CASING FINISH TO MATCH FRAME WOOD JAMB WOOD STOP GLASS, SEE DOOR AND ROM SCHEDULE WOOD FRAME W/ WOOD STOP BASE AS SCHEDULED FINISHED FLOOR, SEE FINISH SCHDULE ® SILDELIGHT HEAD/SILL WALL TYPE AS SCHEDULED STEEL RUNNER WOOD CASING FINISH TO MATCH JAMB W000 JAMB WOOD STOP WOOD DOOR AS SCHEDULED ® INT.3DOOR HEAD - WOOD SCALE ALL TYPE AS SCHEDULED WOOD CASING FINISH TO MATCH EXISTING W000 JAMB WOOD STOP DOOR AS SCHEDULED ®2 INT. DOOR JAMB - WOOD SCALE: 3" = 1'-0" CARPET OVER PAD. IF CARPET RIE (I/4") OR WALK -OFF 1160 (5/8") - FLOAT FLOOR AS REQUIRED FOR LEVEL TRANSTIION - REFER A50 TO GENERA. NOTES DOOR 3/8'81-1/2" BRUSHED ALUM. ANGLE SECURED TO SLAB TILE CONCRETE SLAB OR RESIDENT FLOOR MATERIAL DOOR TRANSITION STRIP TILE ROOM FINISH GENERAL NOTES: 1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH. TYPICAL THROUGHOUT. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. 2. ALL WADS (EXISTING AND NEW) TO BE PT -1, LION. 3. INTERIOR GWB CEIUNGS AND SOFFITS TO BE PT -1. LATEX 14118 FLAT SHISH, DON. TOILET ROOM GWB CDUNGS AND SOFFITS TO BE PT -1, LATEX ENAMEL WITH 5041 -GLOSS FINISH, UON. 4. SEE REFTECTED CDUNG PLANS FOR CDUNG FINISHES, CEILING TRE AND GRID SPECIFICATIONS. 5. ALL GWB SURFACES TO BE SMOOTH 00150 AND RECEIVE TWO COATS OF 161DL PANT WITH EGGSHELL 6INI5H. 6. ALL GWB SURFACES IN RE5IROOM5 AND WET WALLS 01 BREAK AREA AND COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI -GLOSS ENAMEL OVER ONE (1) COAT OF PVA SEALER. 7. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAN7140, UON. REFER TO FINISH LEGEND FOR EXCEPTIONS 8. ALL MATERIALS, PREPARATION 0140 WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PANTING SPECIFICATION MANUAL BY THE MASTER PANTIES INSTITUTE. 9. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME PNISHES.PLASTIC LAMINATE, PL -1 AT ALL EXPOSED SURFACES OF BASE AND UPPER CABINETS. DON. STONE PER 1FNANT SPECIFICATION AT ALL COUNTERTOPS AND BACKSPIASHES, U014. 10. A11 FLOORING MATERIALS 1RAN50ON IN MIDDLE OF DOORWAY UNLESS NOTED OTNERWI5E. SEE ALSO TRANSITION DETAILS MI5 SHEET. WHERE FLOOR FINISH THICKNESS 06000ES, FLOAT FLOOR SUB AT FINISH TRANSITION AREAS A MINIMUM OF 2'-0" OR TO A ACHIEVE A MAXIMUM SLOPE OF 1:20 (WHICHEVER IS GREATER) TO ACHIEVE A UNIFORM AND FLUSH TRM511104 BE1WEN FINAL FINISHED SURFACES. 11. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE PAINTED TO MATCH ADJACENT SURFACES. 12. FlRETAPE ABOVE CDUNG LEVEL ON OFFICE SIDE OF FULL -HEIGHT PARI1110N. 6114I54 TAPE ON SHOWROOM SIDE OF TILL -HEIGHT PAR -11110N. 13. ALL FINISH MATERIALS SHALL MEET THE CUSS C FUME SPREAD INDEX OF 76-200 AND SMOKE -DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8. 14. PROVIDE NEW WINDOW BLINDS (1', METAL MINI BUND, STANDARD COLOR) AT ALL NEW INTERIOR RECITES AND ALL OTHER WINDOWS/RECITES WHERE NOT EXISTING. FINISH SPECIFICATIONS: FLOOR FINISHES: WALL FINISHES: CPT 1 VETT m 77-5 CARPET, DE SHAW CONTRACT GROUP SME: REVERSE RLE 157069 COLOR: GAZE 69530 MULTI-LEVEL PATTERN LOOP MONOUMIC INSTALLATION VCT AZROCK, V-202 SALT & PEPPER SEALED CONCRETE CLEAR 1116 001111E. 0011110ITAI SLATE ASIAN BUCK CS53 FLIT OPTIONS: 12012, 180'8 WALL/BASE 0111016: 606 (COVE), 4012 GROUT: MAR0 19 PEARL GRAY WALL BASE: RENEW BASE I 40HN50NITE TRADITIONAL, 4" CHARCOAL 1 E2 P1 PAM (GENERAL) BEHR MARQUEE ULTRA PURE WHITE +1450 EGGSHELL. PAINT (ACCENT) TBD PANT (TRIM) BEHR MARQUEE ULTRA PURE WHITE +1450 SATIN/SEMI-GLOSS MILLWORK FINISHES: PL PLA5110 LAMINATE (BASE 6/OR UPPER) WILS0NART 1570-60 WHITE pL PWM (COUNTERTOP) 2 ABSOLUTE BLACK VERIFY 8014 TENANT DOOR/RELITE SCHEDULE OPENINGS FRAMES DETAILS ROOMSUBSTRATENORTH NAME $ M ROODOOR R NNJ TYPE SIZE THICK. MATERIAL GL INSUL I RATING THDyppEE RASH TYPE MATERIAL FINISH HEAD JAMB SILL REMARKS 100 RECEPTION STOREFRONT EXISTING EXIST EXIST EXIST EXIST - M EXIST EXIST EXIST EXIST - - - GWB 102 CLOSET 0 PAR 2'-6" X 8'-0" 1 3/4" WOOD - - - C PAINT 4 WOOD PAINT 3/06.1 518 2/66.1 SIM 6/06.1 SIM PT -1 1036 TRAINING F 3'-0' X 8'-0" 1 3/4" WOOD - - - E PAM 1 WOOD PANT 3/66.1 2/06.1 6/06.1 GWB 10313 TRAINING 1 EXISTING EXIST EXIST EXIST EXIST - E PANT DOST EXIST PAM - - - PT -1 103C TRAINING (RELITE) ENLISTING EXIST EXIST TG EXIST - - - MST EXIST PANT - - - REPLACE GLASS WITHIN EXISTING FRAME 104 BREAK ROOM STOREFRONT EXISTING EXIST EXIST EXIST EXIST - M EXIST EXIST EXIST EXIST - - - EXIST 110 WOMEN'S RR F DIVING EXIST EXIST DIST EXIST - D PANT EXIST EXIST PANT - - - SCHEDULES 111 MEN'S RR F DLI6 66 EXIST EXIST DIST EXIST - 0 PANT EXIST EXIST PANT - - - 115 115A CONFERENCE F 3'-0" X 8'-0" 1 3/4" WOOD TG - - E PANT 2 WOOD PAINT 4/66.1 7/06.1 4/66.1 SIM & 6/06.1 OFFICE 1158 CONFERENCE F EXISTING EXIST EXIST EXIST EXIST - E PANT EXIST EXIST PANT - - - EXIST 1160 OFFICE F 3'-0" X 8'-0' 1 3/4" WOOD - - - 6 PANT 1 WOOD PANT 3/A6.1 2/06.1 6/66.1 8-1 116B OFFICE (RELITE) 6'-0" X 41-0" - GLASS TC - ACP - - 3 WOOD PANT 8/66.1 7/66.1 8/A6.1 REPLACE GLASS WITHIN RELOCATED FRAME 117 OPEN OFFICE F 3'-0" X 8'-0" 1 3/4' WOOD - - - E PANT 1 WOOD PANT 3/A6.1 2/66.1 6/06.1 PT -1 118A OFFICE F COSTING EXIST EXIST EXIST EXIST _ 8 PANT EXIST EXIST PANT - - - GWB 1188 OFFICE -FOREFRONT EXISTING EXIST EXIST EXIST EXIST - M EXIST EXIST EXIST EXIST - - - PT -I 118C OFFICE (RATE) 61-0" X 4'-0" - GLASS TG - _ - - 3 WOOD PANT 8/66.1 7/06.1 8/66.1 PT -1 119 CLOSET 8 EXISTING EXIST EXIST EXIST EXIST - C PANT EXIST EXIST PANT - - - 120 STORAGE 1 EXISTI40 DIST EXIST EXIST EXIST _ G PAINT EXIST EXIST PANT - - - I25A FUT. SHOWROOM F 3'-0" X 8'-0" 13/4" WOOD - - - E PAINT I WOOD PANT 3/A6.1 2/06.1 6/06.1 125B EUI. SHOWROOM FG PAR 3'-' X 8'-0" 1 3/4' WOOD/GLASS TG - - E PANT 4 WOOD PANT 3/66.1 2/A6.1 6/06.1 125C FLAT. SHOWROOM (RECITE) 2'-0" X 8'-0" - GLASS TG - - - - 3 W000 PANT 8/A6.1 7/A6.1 8/A6.1 REUSE EXISTING SIDELIGHT IF POSSIBLE 125D FUT. SHOWROOM (Rant) 4'-0" X 8'-0" - GLASS - - _ - - 3 WOOD PANT 8/A6.1 7/A6.1 8/06.1 125E FUT. SHOWROOM (REUIE) 6'-0" X 4'-0" - SASS TG - - - - 3 WOOD PANT 8/A6.1 7/06.1 8/06.1 125E F11. SHOWROOM (RET11E) 6'-0" X 6-0" - GLASS TG - - - - 3 WOOD PANT 8/06.1 7/A6.1 8/66.1 I 126 STORAGE F PAR 3'-0' X 8'-0" 1 3/4" WOOD - - - G PANT 4 WOOD PANT 3/A6.1 2/06.1 6/A6.I 127 EQUIPMENT F EXISTING EXIST EXIST EXIST EXIST - 0 PANT EXIST EXIST PANT - - - DOOR/RELITE TYPES: e a PER DOOR SCHEDULE F (FLUSH) PER OR SCHEDULE B (BI-6OLD) FRAME TYPES: PER SCHEDULE �r 01 PER DOOR SCHEDULE 5 (SECTIONAL) 2 3 PER SCHEDULE PER DOOR SCHEDULE 4 FG (FULL GLASS) DOOR SCHEDULE NOTES: 1. ALL 000R HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404, AS SUMMARIZED ON T1.2. EX1STIN6 HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH. CLOSING SPEED, DR OPENING FORCE. ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED. 2. ALL DOORS TO 8E READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL EFFORT. 3. AT THE MEAN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITTED IF THE LOCKING DEVICE IS READILY DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE 014 OR ADJACENT TO DE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING 15 OCCUPIED'. THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND & MEET REQUIREMENTS OF IBC 1008.1.9.3 LOCK5 & LATCHES. 4. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLD CORE WOOD. MAPLE. LOW/NO GRAN, PANTED FIN10H. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: MAPLE, PANTED. 5. IG INDICATES INSULATED GLAZING, ISP. 6. TG INDICATES TEMPERED GLAZING, ISP. 7. TIG INDICATES TEMPERED, 1NSU111E0 GLAZING, ISP. 8. All EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH 115 MAX. U -FACTOR OF 0.38 & SOUR HEAT GAN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). 9. DOORS 00041140 INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX 1 -FACTOR. 10. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH 816101 R6FAS TO RESTRICT INFILTRATION WHEN VEHICLES ARE PARKED IN 16(1 DOORWAY PER WSEC C402.4.6. �-i 40.186GOORDINATE6IYM 7ENN9H�55UPPUED AND INSTALLED SECURITY A140 ALARM SYSTEM. C' 12.0 0011W!R0 E^ PPCKAGE5.T0 INCLUX : DD PS, SILENCERS, HINGES, ETC. 13. A(L'OGD9 IyRQEO BL-S4T1� NIG Fl PER SPECIFICATION. CODE CO��rN 'C.QJ DOOR HARDWARE NOTES: T. r , E A EXIER�100RENTRANC1 TYPE LOCKSET, CLOSER. WEATHER STRIPPING, SURFACE li L L L L L RypE B: OFFICE TYPE LOCK5ET I E C: BIFOCD DOOR HARDWARE TYPE 0 PUSH/PULL, CLOSER 9YPE E PASSAGE SET E F: PASSAGE SET, CLOSER TYPE G: STOREROOM LOCKSET, CLOSER TYPE H: STOREROOM LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPUED DOOR SWEEP 110E 1: PRIVACY WITH 'IN USE INDICATOR TYPE K: CMD READER WITH KEY OVERRIDE, FAL SAFE, CLOSER �/ /y{ }p, ' e -� TYPE L STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON INACTIVE LEAF, MANUAL �`�!' �1 • '�+�'L�1.41.4,^; TYPE M: EXISTING DEMICI0 DOOR D BOTTOM TYPE LOCKSET. CLEAN MI0 ADJUST FLUSH BOLTS AT TOP �U�I 1 I 1 D C (;;,1 (�� EXISTING HINGE5 AND CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY I L ii 1 �7 l 8 0; k 1150114 MEMS (ANSI 117.1, SECTION 404), NEW WEATHERSTRIPPING DEC 22 20i7 CIVirr arch 1 t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 Tex www.craftarch Itects. com O 0 0 _z H 0 Z SW o=o co L W` / z C U m o Z°C < 0 (0 LW a 6 CONSULTANT ROOM FINISH SCHEDULE Submittals/Revisions: 9/29/17 FOR PERMIT ROOM # ROOMSUBSTRATENORTH NAME FLOOR BASE WALLS CEILING REMARKS MATERIAL FINISH RNISH EAST SOUTH WEST HEIGHT MATERIAL KNISH MATERIAL RNISH MATERIAL FINISH MATERIAL FINISH MATERIAL 100 RECEPTION EXIST TILE -1 1116-1 GWB PT -1 GWB PT -I GWB PT -1 GWB PT -2 ACP EXIST 101 CUSTOMER AREA EXIST CPT -1 B-1 GWB PT -2 GWB PT -1 GWB PT -1 0111B PT -1 ACP EXIST PROVIDE VCT FLOORING 3'-0" IN FRONT OF 006FEE BM 102 CLOSET EXIST VCT -1 8-1 GWB PT -1 GWB PT -I GW8 PT -1 GWB PT -1 ACP EXIST 103 TRAINING EXIST CPE -1 B-1 GWB PT -1 GWB PT -1 GWB PT -I GWB PT -1 ACP EXIST r RECEIVED 104 BREAK ROOM EXIST VCT -1 B-1 GWB PT -1 GWB PT -4 GWB PT -1 GWB PT -1 ACP "a OF TUKW$LA] Sheet Title: DOOR AND FINISH 105 HALL EXIST CPT -I 8-1 GWB PT -I GWB PT -I GWB PT -1 GWB PT -1 ACP EXIST CITY 110 WOMEN'S RR EXIST TILE -1 TILE -I GWB PT-I/PL-1 GWB PT-1/PL-I GWB PT-I/PL-I GWB PT-I/PL-1 EXIST EXIST SCHEDULES 111 MEN'S RR EXIST TILE -I TILE -1 GWB PT -1/61-1 GWB PT-1/PL-1 GWB PT-I/PL-1 GWB 10-1/PL-1 EXIST EXIST Jate: 9/27/17 115 CONFERENCE EXIST CPT -1 B-1 GWB PT -1 GWB PT -I GWB PT -I OM PT -1 ACP DIE Design: 116 OFFICE EXIST CPT -1 B-1 GWB PT -I GWB Pi -1 GWB PT -I GWB PT -1 ACP EMT DTOWR: 117 OPEN OFFICE EXIST CPT -1 B-1 GWB PT -1 GWB PT -I GWB PT -I GWB PT -I 00 EXIST •_ le 118 OFFICE EXIST CPT -1 8-1 GWB PT -I GWB PT -I GWB PT -I GW8 PT -1 ACP EXIST _ _ __ Project No: 17-080 119 CLOSET EXIST CPT -1 B-1 GWB PT -1 GWB 111_1 GWB PT -I GWB Fr -1 ACP EXIST Approved: KCR 120 STORAGE EXIST CPT -1 8-1 GM PT -1 GWB PT -1 0W8 PT -1 GWB PT -1 ACP EXIST Building No: 125 MERE SHOWROOM EXIST SLR -1 - GWB pF_I GWB PT -1 GWB PT -I GWB PT -1 - 318'-0" AFF S to A A6.1 ■■■ 126 STORAGE EXIST 5LR-I - 0WB PT -1 0WB PT -I GWB PT -I GWB PT -1 - 318'-0' AFF Df,,,Hvi n 127 EQUIPMENT EXIST 5LR-1 - GWB PT -I GWB PT -1 0W8 - PT -1 GWB PT -I _ 3113'-0" AFF . COST >QA/ARCHITECTS 2017 IBdW PB. 1 (PARTITION TYPES, dreg 11 SOFF T DETAIL UNE OF SILL BELOW (AS OCCURS) PARTITION AS SCHEDULED ALUMINUM BRAKE SHAPE. .045, ANODIZED TO MATCH STOREFRONT NEOPRENE GASKET COSTING WINDOW MUUJON D(1571NG 2% 0 24' OC 3/4' 2' 3/4' 111 - 1 6' EXISTING ROOF DECK AND STRUCTURAL MEMS LED UGH! FIXTURE RN STUD 50FMT 7-0'�VERIFY CORNER BEADS, ISP. 5/8' 'TYPE X GWB 1 1/2' COLD ROLLED CHANNEL AT 4' OC FURRING CHANNEL CUP 8 GA GALVANIZED WIRE HANGERS AT 4' OC 2' ION 1 6MAY 1 25 GA METAL FURRING CHANNEL AT 24' OC 5/8' GWB PARTITION A5 SCHEDULED CORNER REINFORCEMENT 10 SUSPENDED GWB CEILING fill IIIIIIIIIIIIIIIIIIIIIIIIIIIIIi8111111111111111111 112 GA VERTICAL WIRE HORIZONTAL STRUT TYPICAL CONTINUOUS 1/8' POP RIVET 0 ALL MEMBERS ONE WALL WALL ANGLE 4 - 112 GA SEISMIC SPLAY BRACE WIRES 2 - #12 14 GA SCREWS 0 STUDS TO T -BAR BION RUNNER SCHFDUIF ATII1 SDE & GA 1-5/8' x 20 GA SS 2-1/2' x 20 GA 55 3-1/2' x 20 GA SS ACP 11111111111111111111111011111111111111111111111 PROVIDE 3/4' SPACE OPPOSING WALL MAN RUNNER OR CROSS TEE PARTITION AS SCHEDULED MTL S1110 COMPRESSION STRUT FOR SIZE & NO SEE SCHED BELOW. ATTACH 0 PURUN ABOVE W/ 218 SHT Ali SCREWS. DO NOT ATTACH TO STIFFENERS. 45° TYPICAL 111 "41111 ' 45° TYPICAL CROSS TEE W2. HT OF COMPRESSION STRUT SELE31010 1010 1100131E 511/0 7'-8' 7'-7' 10'-6' 7'-4 22'-9' 1-5/8' x 20 GA WC 10'-0 NOTE: ATTACH DOUBLE SND WEB TO FLANGE W/ /6 SCREW 0 18' OC 0 PARTITION (4 WINDOW MULLION 0 SUSPENDED ACP DETAIL unmwmpuu i•1 8' X 2' 14 GA COMPENSATION CHANNEL W/ 2 10 % 3' SCREWS OR 6001250-68 DEFIEC7109 TRACK w/ 2-/10X3' SCREWS 0 EKISRNG ROOF DECK / STRUCTURAL MEMBER. SCREWS STAGGERED AT A MAXIMUM OF 24' OC, SIZE PER 55MA RECOMMENDATIONS 1' MIN GAP (SUP TRACK) 5/8' GWB BOTH SIDES SUSPENDED ACOUSTICAL CEIUNG R 21 BATT INSULATION FOR SOUND SHOWROOM 9M0A11014 6' X 1-5/8', 20 GA METAL STUD 0 24' OC MAY, 1/2' DEFLECTION (L/240) METAL STUD RUNNER ATTACHED TO EXISTING CONC SCAR W/ 5/32' DIA LOW-VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4' PENETRATION MIN PER STUD MANUFACTURER'S RECOMMENDATIONS FULL HEIGHT PARTITION 2A NO CEIUNG EITHER SIDE OF PARTITION WHEN INSTALLED IN THE 808.011NG THERMAL ENVELOPE. EIGHT FIXTURE SHALL BE IC RATED AND LABELED AS HAVING AN NR LEAKAGE RATE OF NOT MORE THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF PRESSURE DIFFERENTIAL. GASKET OR CAULK, TYPICAL ALL (4) SIDES SUSPENDED ACOUSTICAL CEIUNG LED LIGHT SECTION RECEIVED CITY OF TUKWILA PERMIT CENTER F'it't' O(I(S STRUCTURE/FALSE ROOF DECK ABOVE HILT1 X-ZF2OTHP W/ EMBEDMENT 2-/10 SELF -TAPPING SCREWS GWB OVER 3-5/6' 1-5/8'. 25 GA Mil STUD FRAMING 0 24' OC REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 2 2017 City of Tukwila BUILDING DIVISION BRACE: 8' METAL STUD OR 3/4' DIA RIGID METAL CONDUIT A5 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 VURUMEg OFRCE IsiQ1 92 1P1 SPACE BRACE AT 8'-0 OC MAX. ALTERNATE DIRECTION (180) EVERY BRACE OR PER LOCAL JURISDICTION SOUND BATT INSULATION IN WALL AND SPANNING PARUBDN ABOVE COUNG WHERE INDICATED SCREW TO TRACK MTH (2) /10 SELF-TAPP1NG SCREWS NOTCH COUNG TILE AS RE0'D PROVIDE AT ALL PARRDONS '1' METAL TRIM AT TOP OF WALL TYP SUSPENDED ACOUSTICAL CEIUNG (ATTACHED TO STRUCTURE ABOVE) METAL STUD RUNNER ATTACHED TO EXISTING CONC SLAB W/ 5/32' MIA LOW-VELOCITY POWER -DRIVEN FASTENER W/ 1 1/4' PENETRATION MIN PEA STUD MANUFACTURER'S RECOMMENDATIONS INTERIOR PARTITION 1A PROVIDE SOUND BATTS IN WALL ONLY 113: PROVIDE SOUND BATTS IN WALL AND ABOVE CEILING TO 2'-0 EACH S10E OF WALL 1C: CRIB COUNG CEILING NOTES: 2505 Third Avenue Suite 324 Seattle. WA 98121 206.720.7001 phone 206.720.2949 fax www.erafterohitects.com LL 0 5i 0 z Z o W m co M cc W W a U m CC CL g a�Y I- � < W a 6 CONSULTANT PER: 2012 INTERNATIONAL. BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIETY FOR.TESTING AND MATERIALS (ASTM) C635 AND ASTM 0636 (REFERENCED IN IBC 808). AMERICAN SOCIETY OF CML ENGINEERS (ASCE) 7-10 SECTION 13.5.6 (REFERENCED IN IBC 1613.1). GENERAL RECOMMENDATIONS A REFERENCED SOURCES PER 11IERAR041: 2012 INTDNA10NAL BUILDING CODE (IBC). AMERICAN SOCIETY OF OWL ENGINEERS (ASCE 7-10). MERMAN SOCIETY OF TESIIN1 MAIEAWS (A518 C 635. A519 6 636. ASTM E 580/E 58014 AND CEILINGS AND INTERIOR SYSTEMS CONSLRUCION ASSOOATIN (65CA). B. PARTITIONS THAT ARE TBD TO THE PIING A140 ALL PAR11KRi wain TRIM 6 FEET N HELM SMALL BE LATERALLY BRACED TO 154E SIRUCIUEE BRACING SHALL BE NOEPEIDENT OF THE COMIC SPLAY BRACING 555101. SOURCE ASCE 7-10 SECTOR 13.5.01 C. AIL MAN BEA/45 ARE 10 BE HEAVY DUTY (I11)). SOIREE: ASN 0580 SECTION 51.1 0. CRIMP LESS THAN OR EQUAL TO 144 F12 AND SURROUNDED 111 WALLS CONNECTED TO TIE 57PUC1160 MOM ARE DEPT FROM 1HE SEISMIC PPP REQINOEMTS SOURCE A5114 E580 SECTIO! 1.4 E. 1ESE RECOMIDNDAIWS ARE WENDED FOR SUSPENDED CDLRG5 AND RELATED COIPO@NT5 N AREAS THAT MOIRE RESISTANCE 10 TIE ERECTS OF EARTHQUAKE LEMONS. SOURCE ASTM E580 SECTION 3.2 F. ALL RARE 1E5 ARE TO BE TREE 1011 WRNS AROUND 11055 111111111 THREE 540405. TWELVE GAGE HANGER MIRE SPACED 4 FOOT P CENTER. SOURCE ASTM 0636 SECTION 23.4 G. CHANGES N CEDING PLANES MIL REWIRE POSITIVE BRACING. SOURCE AS111 LEB0 0001)91 5.2.116 LATERAL FORCE BRACING H. CEILINGS CON51RUC1ED 6 SCREW-011-114L-97TAOBD MUM BOARD ON ONE IEVil THAT ARE SURROUNDED BY AND CONNECTED 10 WADS OR SOFFITS THAT ARE LATERALLY BRACED 10 TIE STRUCTURE ABOVE ARE 0609PT FROM SEISMIC DESIGN REOUREMFNTS. SOURCE ASCE 7-10 SECTION 13.5612 0CEPIQV 2 ASIA 680 SECTION 1.7 I. MUM AREAS OF 1000 F72 OR LESS SNAIL BE EXEMPT FROM 11ER FOTO: BRACING REOURF1DNII SOURCE ASTM 6550 SECTOR 1.6 .1 LATERAL FQLCE 8RACNG SNAIL BE 12 FEET ON OMER (854818/) AND BEGS NO FARTHER THAN 6 FEET FROM 66111 SCARCE ASN 6500 SECTOR 5.262 K. SE151BC SPLAY AIRES ARE TO BE FOUR 12 GAGE *RES ATTACHED TO THE MAW BEAM. WR6 ARE ARRAYED 90' FROM EACH 0100) AND AT AN ANGLE NOT EXCEEDING 45 F14014 TIE PLANE OF THE COUNG. SOURCE: A51M E580 SECTION 528.2 L SEISMIC SPLAY WRES SHALL BE ATTACHED TO 754E GRID AND TO 111E STRUCTURE IN SUCH A MANNER MAT THEY CM SUPPORT A DESIGN LOAD a Submittals/Revisions: NOT LESS THAN 200 POUNDS 0R THE ACTUAL DESIGN LOAD. MN A SAFETY FACTOR P 2 418CHEVEN IS GREATER. SOURCE SSC/ ZONES 3-4 M. SPLAY AIRES ARE 10 BE 8818N 2 0CIES OF THE CCHNECION OF THE VERTICAL 51RUE TO SUSPENDED SOLING. SOURCE: A519 E580 SECTION 5.2.8.2 N. RIGID BRACING MAY BE USED S ULU OF SPLAY MIRES. SOURCE ASTM E580 SECTION 528.4 0. VERTICAL STRUTS MUST BE POSITIVELY ATTACHED 10 1HE 9U5PEN90N 5811015 AND THE STRUCTURE ABOVE SOURCE A5166 E5B0 SECTOR 5.2.8.2 P. THE VERTICAL STRUT MAY BE dT CONDUIT. METAL 5165 OR A PROPWEIARY C014PRES90N POST. WALL MOLDINGS 0. WALL MODPl05 (PERIMETER 0.0IRE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FIANCE 2 110E5 WOE ONE ETA CF THE COON6 CRL0 91AU. BE ATTACHED TO THE WALL MCORP DE OTHER ENO SMALL HAVE A 8 NP CLEARANCE FRDI 150 WALL A142 FREE 10 IDE SOURCE: A511/ E580 SECTION 122. SEC1614 5.2.3 SPREADER BARS R. 1EPWNAL 005 OF MAN RUAYMRS AND CROSS LOWERS SHALL BE 1E0 TOGETHER OR MANE SCE OPER APPROVED MEANS TO PREVENT 111E16 SPREADING. STAB/JEER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING PAN OCCUR 0)1181 8 N. 00 0081 WALL SOURCE ASTM E580 SEC11011 124 S. SPREADER BMS ARE NOT POURED AT PE 9801065 WERE MINERS ARE ATTACHE) NECILY TO CIDRRE ANGUS SPREADER BARS ARE 401 POURED E A 90 DECREE DIMPLING CROSS OR MAR R 9)149 8 DICKS OF THE PERREIER WAIL HANGER (SUSPENSION) W,RE5 T. HANGER AID MIMED 916 MUST BE PLUMB WHIN 1 W 6 MESS (MIRE 5A) CORNER SWING SIRES ARE PROVIDED. SOURCE A5111 C636 SECTOR 2.1.4 U. HANGER AIRES SHAM BE 12 GAGE AND SPACED 4 FEET ON DENIER OR 10 CAGE SPACED 5 PEST ON CD11ER. SOURCE: A5111 6636 SECTION SEI V. MY CO8ECILP DEVICE AT TIE 9UPP041016 CONSTRUCTION SMALL BE CAPABLE CF GAPING NOT LESS THAN 100 POUNDS SCARCE 8SCA 204405 3-4 W. TERMINAL ENDS P EACH MAN BEAM AND CROSS TEE MUST BE SUPPORTED WMR B INCHES OF EACH WALL AIN A PER2EER MIRE SOURCE ASTM 9/29/17 FOR PERMIT 0580 SECTION 5.2.6 X YARE5 SHALL NOT ATTACH TO OR BEND MIND NIERFE 910 MATERIAL OR EQUIPMENT. A 1RAP120 OR EIIVALDIT DEVICE 91AL1 BE USED WERE Sheet Title: OBSTRUCTIONS PRECLUDE DRECT SUSPENSION. 1RMEZE SUPS/SONS SHILL BE WED TO RESIST 154E OEM L040 AND LATERAL FORCES APPROPRIATE FOR RIE SEISMIC CATEGORY. SOURCE AS111 E580 SECTION 5.27.4 ELECTRICAL 6XTURES Y. LIGHT FIXTURES WEIGHING LESS NM 10 POUNDS SHALL NAVE ONE 12 GAFF HANGAR MIRE CONNECTED FROM THE ENTIRE 10 154E STRUCTURE MOVE MIS MIRE 14A1 6E SLAM. SOURCE: ASTM 0580 SEC104 5.3.4 Date Z UPT FIXTURES W1GHMG MOPE TNM 10 POUNDS AND LESS TNM 56 IBS SHALL HAVE TWO 12 GAGE AIRES ATTACH) AT OPP09NG CORERS OF THE LIGHT 6%160 TO THE 57RUCNRE MOP. DIEM STIES MAY BE SLACK. SOURCE AS114 E58D SLIP 5.3.5 AA UW E FAMES NEIGHING MORE TNM 56 18S. SHALL BE SUPPORTED D0ECTLT FROM THE STRUCTURE MOVE 64 APPROVED HANGERS. SOURCE: ASN Design: E5B0 SECIGN 5.3.6 M. PFMART MURK) MATURES 90)1 8E DIRECTLY 91PP0R1E0 FROM THE STRUCTURE ABOVE USING A 9 CAGE MIRE OR M APPROVED ALTERNATE SUPPORT WNOUT USCG TIE CEILING SUSP919011 515101 FOR DIRECT SUPPORT. SOURCE A511/ 680 SEC1P 13.7 AL TANDEM MIRES MAY UOLM C0M90N WR6. MECHANICAL 5ER8CE5 M. TERMINALS 0R SERVOS 810090 LESS NAR 20 181 SHALL BE P091VELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS CR TO GROSS RUNNERS THAT HAVE 1116 554E CARRIONG CAPACITY M THE MAIN RUNNERS. SOURCE AS111 0580 SEC1181 5.4.1 AE 11059915 OR PISCES PPM 20 185. BUT 801 MORE THAN 56 LBS. 90)1 HANE W ADORN TO 5.4.1. TWO 12 GAGE MIRES COHECING 11E11 TO TBE GEEING 5857N HANGERS OR 119E STRUCTURE MOVE THESE ALES MAT BE SLACK. SOURCE ASV ES80 SECTION 5.4.2 AF. 11991 AIS OR SWAPS 180045 MORE PM 56 I8S. 91A11 BE SUPPORTED DIRECTLY FROM 1 E 5NUCTME MOVE BY APPROVED I14666. 58(662 95155 0560 500109 14.3 SEISMIC SEPARATION J01MT5 AG. FOR CEILING AREAS EXCEEDING 2,500 SPARE RET, A 3'39516 SEPARATION .10617 OR PIAL HEIGHT WAS PM110N THAT BREM5 TIE COUP PALL BE PROVIDED UNLESS ARAL1SE3 ARE PERFORMED OF THE 021NG5 BRACING SYS1EM, CLOSURE ARIES AND P0NE1RA1P5 TO PROVIDE PERCENT CLEARANCE SOURCE ASCE 7-10 SECTOR 13.5.6.2.2 B SPRINKLERS AR. FOR QTUNOS WiHOM RIGID BRACING, IDRitoun NEM MORMONS SHAG HAVE A 2 1401 00092E MNG, saw 68 MM1EF TROUGH 1HE CEILING TILE TD ALLOW 1REE MODEM OF AT LEAST 1 NCH IN ALL HORIZONTAL OREC1PS FUME HEM DESIGN MAT CM ACCOMMODATE I INCH FREE MOVEMENT SHALL BE MIMED M M ALTERNATE. 501601 ASTM 1340 SEC1011 5.2.6.5 WALL TYPES dt CEILING DETAILS 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A8.1 COPYRIGHT CRAFT ARCHITECTS 2017 A/F GENERAL NOTES: I. WHERE NEW FLOOR FINISHES AND/0R WALL BASE ARE SCHEDULED, PREPARE FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WAILS. TYPICAL THROUGHOUT. FINISHES PER ROOM FINISH SCHEDULE SHEET 96.1, TYPICAL UDN. REUSE DOSING DOORS. DOOR FRAMES AND DOOR HARDWARE IN NEW CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH EXISTING. ALL NEW PARTITIONS TO BE WALL TYPE ❑1 0ON. SEE SHEET A8.1 FOR WALL TYPES. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET 11.2. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS. ETC. ALL SUCH UNE5 SHALL BE CONCEALED OR FURRED AND FINISHED. UNLESS OTHI)085E NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING. OFFSET STUDS. WHERE REQUIRED. SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH. UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARIIT10N5 A5 REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DETNLS ARE TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR 2505 Third Avenue CENTERED BETWEEN WALLS. Suite 324 9. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL Seattle. WA 99121 ALIGN. 10. CENTER LOCATION OF NEW WALL CONSTRUCTION ON EXISTING COLUMNS. PER, JOISTS OR WINDOW MUWON. A5 SHOWN. 11. GC SHALL 8E RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND CEILING MOUNTED ITEMS. INCLUDING HARDWARE. UGHT FIXTURES, GRAB BARS, CASEWORK AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL REINFORCING (B' HORIZONTALLY MOUNTED STRIP OF 20 GA GALVANRED SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEIUNG MOUNTED REM I5 INDICATED ON DRAWINGS. 12. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL REAS REQUIRING CUSTOM SHOP FABRICATED WORK. 13. SEE ALSO ENGINEERING DRAWINGS (18 PROVIDED) FOR ADDITIONAL INFORMATION. WHEN THERE ARE DISCREPANCIES BETWEEN ARCHITECTURAL, ELECTRICAL, MECHANICAL OR PLUMBING DRAWINGS OBTALN CLARIFICATION FROM ARCHITECT IN WRMNG BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK. IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADD0ONA COST TO THE OWNER OR THE ARCHITECT. 14. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR UGHRNG CONTROLS. SEE ALSO A0.1 FOR WAREHOUSE POWER/DATA 15. ALL SWITCHES, RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL ONCE SHALL BE WHITE IN COLOR. 0ON. DEVICES WHICH OCCUR IN STAINED MILLWORK OR ON BLACK COLORED SURFACES SHALL BE BLACK IN COLOR. ALL EXISTING DOGE SWITCHES. RECEPTACLES, COVER PLATES AND OTHER ELECTRICAL DEVICES SHALL BE CHANGED TO WHITE. 16. ALL FURNITURE AND WORKSTATIONS PROVIDED AND INSTALLED BY OWNER. NEW FURNITURE PANELS WILL BE POWERED. ELECTRICAL CONTRACTOR TO PROVIDE PANEL TO PANEL ELECTRICAL CONNECTIONS, POWER CONNECTION TO WORKSTATIONS (WHIPS/BASE POWER WEEDS) AND DUPLDL RECEPTACLE INSTALLATION. COORDINATE POWER, VOICE/DATA AND SECURITY LOCATIONS AND INSTALLATION REQUIREMENTS W/ FURNITURE VENDOR. TYP. 17. ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED 15 ABOVE FLOOR 0ON. 18. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WMH DESIGNER PRIOR TO DRIWNG. 19. MAINTAIN A FOUR INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS. WHEN ADJACENT TO A WALL, COLUMN. OR SIMILAR ELEMENTS, 0ON. 20. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT: CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER. UDN: GANG COVER PLATES SHALL BE ONE-PECE TYPE 0ON. 21. ALL EX01190 ELECTRICAL/ TELEPHONE OUTLETS NOT SHOWN ARE EXISTING TO REMAIN. POWER .4 COMMUNICATION OURE1S ARE SHOWN IN IDEAL LDCA11085. REUSE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHEN LOCATED NEAR DEAL LOCATIONS AND RELOCATE EXISTING ELECTRICAL/ TELEPHONE OUTLETS WHERE POSSIBLE- 22. OSSIBLE22. FURNITURE SHOWN 15 FOR REFERENCE ONLY AND 15 NIC. LOCATION OF IN PRIVATE OFFICES TO BE COORDINATED WITH FURNITURE VENDOR 206.720.7001 phone 206.720.2949 fax www.craftarchi tects. com EVIEWED FOBEGEND. ODE COM[ LIANC: p EXISTING PARTITION TO 8E4 AI0 APPROVED DEC 222017 City of Tukwila BUILDING DIVISION! ENOTES: O C� 18 NEW PARTITION WALL MOUNTED DUPLEX 000ET: DED OR HATCH = DEDICATED 204 = 20 AMP CIRCUIT T = 12 HOUR TRIER WALL 1,10UNTED VOICE/DATA PORT - (2) VOICE/(2) DATA IN SINGLE GANG BOX. 0ON OCCUPANT SENSING AUTOMATIC CONTROL FL00R, CEILING OR WALL MOUNTED FLEXIBLE CONDUIT WHIP/BASE POWER INFEED TO ATTACH TO FURNITURE SYSTEM - POWER, DATA & VOICE VERIFY TOTAL POWER REQUIREMENT 9ITH TENANT ,EIVED CITY OF TUKWiLA PERMIT CENTER FIRST FLO • R PL 1. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY 000R 2. REFURBISHED EXISTING COUNTERTOP. EXISTING PLASTIC LAMINATE BASE AND UPPER CABINETS WITH EXISTING DOUBLE COMPARTMENT, TOP MOUNT SINK. NEW GARBAGE DISPOSAL. AND NEW DISHWASHER. 3. NEW PLASTIC LAMINATE COUNTERTOP AND BASE CABINETS. 4. PROVIDE WATER SUPPLY UNE FOR NEW (FITT) COUNTER MOUNTED PLUMBED HOT/COLD WATER DISPENSER. 1/4' COPPER TUBES BELOW COUNTER. 5. PROVIDE WATER SUPPLY UNE TO (PIR) REFRIGERATOR. 1/4' COPPER TUBES BELOW COUNTER. 6. PROVIDE WATER SUPPLY UNE TO (FTIT) COFFEE MAKER, 1/4' COPPER TUBES BELOW COUNTER. 7. SHELF AND ROD. FITT. SEE DETAIL 19/A5.1 B. UNDERGROUND CONDUIT FOR POWER/VOICE/DATA SECURITY IN NEW FLOOR TRENCH. GC TO SAW CUTE CONCRETE TRENCH. POUR RACK W/ MIN 3.000 P51 CONCRETE FLUSH WITH EXISTING. VERIFY FOAL LOCA0ON W/ TENANT. 9. NOT USED. 10. EXISTING WATER HEATER. 11. EXISTING LAUNDRY TUB. 12. RELOCATED EYE WASH. 13. ALIGN NEW PARTITIONS WITH COLUMNS. no Olit(e _z H 0 Z ♦� Sw W co L c Q Ophu vWCC < O CO W Q I- 6 V CONSULTANT Submittals/Revisions: 9/29/17 FOR PERMIT Sheet Title: FLOOR P)AN Dote: Design: 9/27/17 Drawn: Project No: Approved: Building No: 17-080 KCR Sheet No: A21 COPYRIGHT CRAFT ARCHITECTS 2017 City of Tukwila Department of Community Development December 12, 2017 JAMES WASMUND 21417 SE 278TH WAY MAPLE VALLEY, WA 98038 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG17-0146 DMG-MORI - 12652 INTERURBAN AVE S Dear JAMES WASMUND, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Previous review memo requested: "Please provide a floor plan that clearly shows where the plumbing scope of work is to occur. Indicate where the showers to be removed are located." Also, "Provide plans that are to scale, clear and legible, not reduced size sheets." The response to that memo, a complete plan set of reduced size sheets were submitted. Plumbing diagrams are not professionally drawn plumbing plans. Please provide as requested plumbing plans drawn to scale with sufficient clarity indicating the location of the work, cloud the scope of work area. Plumbing plans shall show plan view of both drain waste vent and water supply and isometric plan of the plumbing. Fixtures shall be clearly identified on both plans. Other fixtures to be removed or lines capped shall be clearly noted. All pipe sizes and lengths shall be clearly shown. Provide plumbing plans as requested. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 law In order to better expedite your resti__.iittal, a 'Revision Submittal Sheet' must accomp...,/ every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, fli 4 achelle Ripley Permit Technician File No. PG17-0146 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development November 21, 2017 JAMES WASMUND 21417 SE 278TH WAY MAPLE VALLEY, WA 98038 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 17-0146 DMG-MORI - 12652 INTERURBAN AVE S Allan Ekberg, Mayor Jack Pace, Director Dear JAMES WASMUND, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide a floor plan that clearly shows where the plumbing scope of work is to occur. Indicate where the showers to be removed are located. 2. Provide plans that are to scale, clear and legible, not reduced size sheets. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at (206)433-7165. Sincerely, 1& ( 14 i� Rachelle Ripley Permit Technician File No. PG17-0146 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0146 DATE: 12/05/17 PROJECT NAME: DMG-MORI SITE ADDRESS: 12652 INTERURBAN AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works ❑ LJI Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 12/07/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01/04/18 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED-. �L 1 Departments issued corrections: BldFire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0146 PROJECT NAME: DMG-MORI SITE ADDRESS: 12652 I NTU RU RBAN AVE S X Original Plan Submittal DATE: 11/13/17 Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Jai 1►1e Public Works L� Fire Prevention Structural Planning Division ❑ ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 11/14/17 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWERcS INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/12/17 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERoS INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg] Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I2 22- 11 Plan Check/Permit Number:p4 ❑ Response to Incomplete Letter # MI Response to Correction Letter # . ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: yhi ' O n� Project Address: i J(I / 14119 Contact Person: • AlA,Y ' WitSWI i Phone Number: Summary of Revision:�,�Oat I Jn Juno W go ebn be& c i'pe/ Sheet Number(s): "Cloud" or highlight all areas of revision including date o r ' vjsion Received at the City of Tukwila Permit Center by: Entered in TRAKiT on W:\Permit Center \Templates \Forms\Revision Submittal Form doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /17 /7 Plan Check/Permit Number: P6-,17 - I (-16 ❑ Response to Incomplete Letter # (. Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: pm ( -11/106 Project Address: I -"M 5 a n ` iff kk. Contact Person: Al.),5 fr n 1.46l5>1 vn 4 Phone Number: WA 5 tPLq 60c1 U Summary of Revision: upd \7(q n S .5 RECEIVED CIT( OF TUKWILA DEC 0 5 2017 PERIUIIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: 1 Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Formdoc Revised: August 2015 ASPC INC Home Espanol Contact Safety & Health Claims & Insurance CIWashington State Department of Labor & Industries Search L&I Page 1 of 2 SEARCH A -Z Index Help My L&I Workplace Rights Trades & Licensing ASPC INC Owner or tradesperson Principals WASMUND, JAMES R, PRESIDENT Doing business as ASPC INC WA UBI No. 602 930 286 21417 SE 278Th way MAPLE VALLEY, WA 98038 425-432-5334 KING County Business type 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. ASPCII*910PB Effective — expiration 10/0212009-10/05/2019 Bond American Contractors Indem CO Bond account no. 100099503 $12,000.00 Received by L&I Effective date 10/02/2009 10/0112009 Expiration date Until Canceled Insurance AMCO Ins Co $1,000,000.00 Policy no. ACP GLAO 3017677621 Received by L&I Effective date 06105/2017 05102/2017 Expiration date 05/02/2018 Insurance history Savings No 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 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. I I Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602930286&LIC=ASPCII*910PB&SAW= 12/22/2017 ASPC INC IWorkers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&l Account ID 006,715-02 Account is current. Doing business as ASPC INC Estimated workers reported Quarter 3 of Year 2017 "1 to 3 Workers" L&I account contact T2 1 KATHY ULRICH (360)902-4829 - Email: WITE235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 02116/2017 Inspection no. 317943587 Location 14300 SE 171st Way Renton, WA 98058 Violations Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602930286&LIC=ASPCII*910PB&SAW= 12/22/2017