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HomeMy WebLinkAboutPermit D09-108 - PACIFIC COURT APARTMENTS - KITCHEN AND BATHROOM - UNITS A7 AND A8PACIFIC COURT APTS 4028 S 146 ST EXPIRE 10 -06 -10 D09 -108 CLOOf Tukwila Parcel No.: 0040000250 Permit Number: D09 -108 Address: 4028 S 146 ST TUKW Issue Date: 09/04/2009 Suite No: Permit Expires On: 03/03/2010 Tenant: Name: PACIFIC COURT APTS Address: 4028 S 146 ST , TUKWILA WA Owner: Name: HOUSING AUTH Address: 600 ANDOVER PARK W , TUKWILA WA 98188 Phone: Contact Person: Name: MIKE KIER Address: 10002 14TH AVE SW , SEATTLE WA 98146 Phone: 206 - 391 -5213 Contractor: Name: HOUSING AUTHORITY /CTY/KING, TH Address: 15455 65TH AVE S , SEATTLE WA 98188 Phone: Contractor License No: HOUSIT*215KD doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** • Expiration Date: 03/12/2011 DESCRIPTION OF WORK: REMODEL KITCHEN AND BATHROOM IN UNITS A -7 AND A -8 TO MAKE THEM ADA ACCESSIBLE. CONVERT EXISTING STORAGE TO OFFICE SPACE Value of Construction: $40,000.00 Fees Collected: $1,274.67 Type of Fire Protection: AFA International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0021 D09 -108 Printed: 09 -04 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oft ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D09 -108 Issue Date: 09/04/2009 Permit Expires On: 03/03/2010 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: The granting of his permit construction or to perform Signature: Print Name: V `., ` . 1 c' doc: IBC -10/06 N Private: Public: Profit: N Non - Profit: N Private: Public: es not pres ce of work. I am Date: 0 l05 I hereby ce that I have read and = ed this permit and know the same to be true and correct. All provisions of law and ordinances governing work will be complied hether specified herein or not. e t give authority to violate or cancel the provisions of any other state or local laws regulating uthorized to sign and obtain this development permit. Date: q ^ `7k, -c2 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D09 -108 Printed: 09 -04 -2009 Parcel No.: 0040000250 Address: Suite No: Tenant: doc: Cond -10/06 4028 S 146 ST TUKW PACIFIC COURT APTS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 41 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D09 -108 ISSUED 06/25/2009 09/04/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila D09 -108 Printed: 09 -04 -2009 Permit Center. 18: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The fire alarm system must be upgraded m the ADA apartment units to include audible /visual devices in the bedrooms, common areas, and a strobe in the bathroom. 21: Maintain automatic fire detection, audible /visible notification and manual pull station in the laundry room. 22: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 23: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) (Laundry Room) 24: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 25: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 26: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D09 -108 Printed: 09 -04 -2009 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us * *continued on next page ** D09 -108 Printed: 09 -04 -2009 doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The grant g of this permit : • es not pres to give authority to violate or cancel the provision of any other work or local laws regulating constructio or the perfo • Date: C '- T v D09 -108 Printed: 09 -04 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Tenant Name: Property Owners Name: . 6 4- 7:74 Cvdtio- t Mailing Address: IOe9 A7eigs~ CONTACT PERSON - who Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION gaGt' ‘ .S / Site Address: O . �� do we contact when your permit is Name: / ; %(L G Day Telephone(7�Jo�/ Mailing Address: /C9C'Z / a �e e S,GC� . -D !�f /.4- geb /yl A-- ,/ City State Zip 7� E -Mail Address: � 4 c. 62 terfrr T- Fax Numbeu GENERAL CONTRACTOR INFORM 1TI (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg -5)) Company Name: Mailing Address: Contact Person: E -Mail Address: /j / 7eC' /�i� Contractor Registration Number: ARCHITECT OF RECORD All Company Name: Mailing Address: t'y ice ez t / 7j74 City State Zip Day Telephone:... & - / ?2n Fax Number: '4 C.) Co - /22-1 _/ Expiration Date: plans must be wet stamped by Architect of Record City 22,, State Zip Day Telephone:e+eit" - ,Z 7 7S Fax Number■PV6 6 Z Z - / 76 6 Contact Person: E -Mail Address: EN GINEER OF RECORD plats must be,.wet stamped by Engin Company Name: Mailing Address: ©7 T7'�Cl' /G4' �d �� �lT • ' Pis4•. ����=' `�` Zip Contact Person: E -Mail Address: HAWpplications \Forms - Applications On Line\2009 Applications \1 -2009 - Permit Applicanon.doc Revised: 1 -2009 bh Building Permit Mechanical Permit No. Pub Project (For office use only) Co Assessor's Tax No./'�` C. 'c 2c 25 bc' Suite Number: Floor: / 5. ' New Tenant: ❑ Yes ❑ .. No ready to he issued City State Zip City State Day Telephone:.(' li 2 - 0:7 ,E°y Fax Number e'‘ ' U 2,? - gee? 5--/ Page 1 of 6 BUILDING PERMIT INFORMATION = 206 -431 -3670 Valuation of Project (contractor's bid price): $ 4‘7.141 UoO Existing Building Valuation: $ Scope of Work (please provide detailed information): .41‘a ~474 ' / 4 • Will there be new rack storage? ❑ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 2n Floor 3r Floor Floors thru Basement Accessory Stricture* Attached " Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck X Interior Remodel Addition to Existing Structure Type of Construction per Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify)__ Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.. H:WpplicationsWorms- Applications On Line \2009 Applications \I -2009 • Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Fixture Type: Qty Fixture Type: - Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower �([ Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks 7 /��' A. Urinals Water heater and /or vent Water Closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Rain water system — per drain (inside building) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment I r Repair or alteration of drainage or vent piping l Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets E -Mail Address: PLUMBING AND GAS PIPING PERMIT INFORMATION 6- 431 -3670 PLUMBING AND GAS PIP CONTRACTOR INFOR TION Company Name: eep / DySlr / G / 1.0a / � i Mailing Address: � /4,e/c e le/ei • , i4- if-/P j 44.0, q / (vet 4 9 6 S/ e City State Zip Contact Person: Day Telephone:0 6 eecCH - c y Fax Number: .206' Contractor Registration Number: Valuation of Project (contractor's bid price): $ lx, " Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): aer4 Occupancy (per Int'l Building Code): "As Or Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: H:\Applications\Forms- Applications On-Line \2009 Applications \I -2009 Permit Application.doc Revised: 1 -2009 bh Expiration Date: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 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. BUILDIN R A T Signature: Date: '01 c Print Name: ,�??. Mailing AddressiOC/7 Date Application Expires: I� =ate - ©9 Date Application Accepted: to —© ' rfv-Q H:\Applications\Forms- Applications On I.ine\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh City hone: ?d& S '/ -5= /S' 2% 9,) �G State Zip Staff Initials: Page 6 of 6 Parcel No.: 0040000250 Address: 4028 S 146 ST TUKW Suite No: Applicant: PACIFIC COURT APTS Receipt No.: R09 -00979 Initials: User ID: Payee: WER 1655 KING COUNTY HOUSING TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA - Authorization No. 003636 ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 000/322.100 000/345.830 640.237.114 RECEIPT 1,274.67 Account Code Current Pmts Permit Number: D09 -108 Status: PENDING Applied Date: 06/25/2009 Issue Date: Payment Amount: $1,274.67 Payment Date: 06/25/2009 02:16 PM Balance: $0.00 769.80 500.37 4.50 Total: $1,274.67 4 PAYMENT RECEIVED doc: Receipt -06 Printed: 06 -25 -2009 COMMENTS: 7 ..wv"" 4.. /�/j Type of Inspectio p : 1 i if A#k J u. A- Ar 4 I p Afi) ( t oib-i d C___ Jc e_Ld p AY1 ( y1 Special Instructions: 3 3 q ( 3 r -o( Al Date Wanted � i� ' N (( O / t) M /L“--A,. (.e/ of 'a i y __ U n; 5 ‘ J+_ Cqm . Projeqti . • Type of Inspectio p : 1 i if A#k J u. t A (-- 1- - L. ( Address: �/ r� } Sr 4o �o S. ( Date Called: \ 1 / Special Instructions: 3 3 q ( 3 r -o( Al Date Wanted � i� ' 1 0 Requester: Phone N0 6 _ 3 51 — 313.Y 4-5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981"8 - -. ". EI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0oq -to& PERMIT NO. (206) Corrections required prior to approval. /LAY Date: — c1 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 1 :- 3670 • Pct: P e ' /e (7,,i/T Type of Inspection: -- . 1 et/3 Address: y6 5 I / s- Date Called: Special Instructions: . Date Wanted: -=.7- — /6 /e) p.m. Requester: Phone No: a' -. / — ..J /3e INSPECTION RECORD Retain a copy with permit INSPEc1TION NO. PERMIT NO. _ 1 CITY OF TUKWILA BUILDING DIVISION ►� � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 per applicable codes. El Corrections required prior to approval. S COMMENTS: , 2 /A// r L1 - _ . Z AE .3' /9,Pioav4 Inspe Date: — / e' /D 60.00 REINSPE ION F E REQUIRED. Prior to inspection, fee must be paid at 6300 South ent r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: Project: Type of Inspe ion: Add =ss.' Date ailed: Special Instructions: Date Wanted: a.m. Requester: I i Phone No: L3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: "i ( fig / JJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: / '- � ! ;PC t Type of Inspection: �/ _ / �° Addre s Date Cal ed: Special Instructions: Date Wanted: a.m. Requester: Phone No: 7 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 COMMENTS: d- pproved per applicable codes. JJ Corrections required prior to approval. ' El $60.00 REINSPECT! 'i' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: COMMENTS: J-- — D Iv al-- / , -f .' T of Inspection: Fie. �-c , (Ai , 0 / 1 ; 7 — # - ' 7 D 4( /1/ms /1/ms 4 � Date Called: p Date Wanted: - am„ Z —4'' iQ p.m. Requester: 0 'ex ,171 (.'ct p A.,k e.1 ` (":_ ex a ef-A v k pL r L. p& ■ ` ." A SP rlc_.-253` L3 5LQ.-& .-----. tl A / A P r 'ect: ti �. r 4G. c (�� r ( hip? -1 T of Inspection: Fie. �-c , (Ai , Address: 144(0_17-- Date Called: Special Instructions: Date Wanted: - am„ Z —4'' iQ p.m. Requester: Phone - 35' l —3 1 3ar INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT. (206)431 -367 orrections required prior to approval. 7 n 11 n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: MIKE KIER 10002 14TH AVE SW SEATTLE WA 98146 RE: Permit No. D09 -108 4028 S 146 ST TUKW Dear Permit Holder: -or- Bill Rambo Permit Technician File: Permit File No. D09 -108 City of f Tukwila Department of Community Development In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/06/2010. Based on the above, you are hereby advised to: Jim Haggerton, Mayor Jack Pace, Director 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 10/06/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, l' R•erl/J----- 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 e Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 MIKE KIER 10002 14TH AVE SW SEATTLE WA 98146 RE: Permit No. D09 -108 4028 S 146 ST TUKW Dear Permit Holder: Department of Community Development In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 03/03/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 03/03/2010, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician -- 0 RtAi File: Permit File No. D09 -108 Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 PROJECT MEMORANDUM Date: 21 July 2009 To: Aaron Lemchen TH Architects Fr. Victor Martinez I.L. Gross Structural Engineers • . Re: Pacific Court Apartments Responses to TBD correction Notice Permit No. D09 - 108 The following letter contains our responses to the permit review comments made by Allen Johannessen from the Tukwila Building Division in the Correction Notice dated S July 2009. We have revised and resubmitted (1) sheet to reflect the changes from the permit review comments. Any revisions have been clouded and marked with a Delta 1. Our responses address items 1 and 2 from the correction notice. 1. Concrete specified over 3000 psi shall be special inspected. Please identify on the plan special inspection schedule for concrete. Please see revised detail 8/51.0 for special inspection for concrete. 2. Masonry wall construction shall require special inspection. Please indicate the level of Masonry Inspection (Level 1 or Level 2) • The project does not contain any new or existing masonry construction. We have deleted all references to masonry on the drawings. See revised sheet 9.0. CORRITION LtR# p04- 108 RECEIVED A11.282009 PERMIT CENTEF Sheet Number Sheet Title Plot Date A00.1 PACIFIC COURT APARTMENTS — COVERSHEET 23 JUL 09 A22.1 PACIFIC COURT APARTMENTS — PLANS 23 JUL 09 S1.0 GENERAL STRUCTURAL NOTES, PLANS & DETAILS 21 JUL 09 Tonkin / Hoyne ARCHITECTURE & URBAN DESIGN Leslie Provenzano Tonkin Barry S. Hoyne July 23, 2009 To: Allen Johannessen, Plans Examiner 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 re: Building Permit Application #D09 -108 - Pacific Court Apartments Location: 4028 S 146 Street. Architect: Barry Hoyne Engineer of Record: Ira Gross Owner: KCHA Dear Mr. Johannessen, I am responding to your letter dated July 8, 2009. Please see the attached revised sheets as noted for further information. In regards to items #1 and 2 please also see the attached revised drawings and letter from the structural engineer. 3. Provide an elevation view (in addition to the foundation details shown) that shows ceilings & roof construction existing or new,. Identifiy insulation in exterior walls, roof and show concrete floor with insulation at the exterior walls. (WSEC Table 13 -1). Please see detail 3 /A00.1 along with annotations on drawing 7/A22.1. 4. On the floor plan ident5 adjacent spaces and name each new space. Show where the plumbing is for the laundry. IdentiA, mechanical ventilation for each new room. Please indicate how these spaces are heated (Additional plumbing permit required for new plumbing.). Room identification is now provided on the office, laundry and unit plans. As we discussed earlier in the week on the phone; any new plumbing, mechanical or electrical will be design build and will be a deferred permit. Sincerely, Aaron Lemchen 206 - 624 -7880 aaronl @thl- arch.com Enclosure: Project Memorandum 21 July 2008, I.L. Gross, Structural Engineers New or Revised Sheets(4 copies): CORRECTION LTR## 204 FIRST AVENUE SOUTH SEATTLE, WASHINGTON 98104 1)09- 108 RECEIVED JUL 2 82009 PERMIT CENTEr (206) 624-7880 Fax 622 -1766 July 8, 2009 Mike Kier 10002 14 Ave SW Seattle, WA 98146 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -108 Pacific Court Apartments — 4028 S 146 St Dear Mr. Kier, If you have any questions, please contact me at (206) 431 -3670. Sincerely, enriifer Marshall rthit Technician encl File No. D09-4395 • W:\Permit Centcr \Correction Letters V009009-108 Correction Letter #1.DOC jem Jim Haggerton, Mayor Department of Community Development Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, 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. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. A2nn Cnnthrontor Rnnlovird Cnito }t1n1) a Trrlruiih WWchinotnn OR1RR a Phnno• 211A.A21 -2A7/) a R, v. 2I1A_A21_2AA 1 Building Division Review Memo • Date: July 6, 2009 Project Name: Pacific Court Apts. Permit #: D09 -108 Plan Review: Allen Johannessen, Plans Examiner I 1 Tukwila Building Division Allen Johannessen, Plan Ex The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Concrete specified over 2500 psi. shall be special inspected. Please identify on the plan special inspection schedule for concrete. 2. Masonry wall construction shall require special inspection. Please indicate the level of masonry inspection (Level 1 or 2). 3. Provide an elevation view (in addition to the foundation details shown) that shows ceilings & roof construction existing or new. Identify insulation in exterior walls, roof and show concrete floor with insulation at the exterior walls. (WSEC Table 13 -1) 4. On the floor plan identify adjacent spaces and name each new space. Show where the plumbing is for the laundry. Identify mechanical ventilation for each room. Please indicate how these spaces are heated. (Additional plumbing permit required for new plumbing.) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D09 -108 PROJECT NAME: PACIFIC COURT SITE ADDRESS: 4028 S 146 ST Original Plan Submittal X Response to Correction Letter # 1 _ DATE: 07 -28 -09 Response to Incomplete Letter # _ Revision # After Permit Issued DEPARTM NTS: ic Bu ing ivision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -30 -09 Complete PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 Fire Prevention DATE: Planning Division ❑ Permit Coordinator Not Applicable DUE DATE: 08 -27 -09 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D09 -108 PROJECT NAME: PACIFIC COURT APTS SITE ADDRESS: 4028 S 146 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 06 -25 -09 Revision # After Permit Issued DEPARTMENTS: I � Building Division (1' 0 1 - /Ot Pu•Iic Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-30-09 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R UTING: Please Route REVIEWER'S INITIALS: • PERM G ,‘a,. Y PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Incomplete Structural Review Required Approved 1 ] Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 Avl Olir Fire Prevention l n No further Review Required DATE: Permit Coordinator DATE: ok a Planning Division Not Applicable n DUE DATE: 07 -28-09 n Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVI SION SU BMITT A . Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ❑ Response to Incomplete Letter # IS Response to Correction Letter # ) ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner C.— Project Name: Project Address: -7 (2. sl • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan ChecWPermit Number: Q / - ■ O Contact Person: 4 Phone Number: .27-. 0 & Summary of Revision: Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: It 2 8 2009 FER,Vt{T can Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: CCTV KK OF TU WILA Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 TRAVELERS CAS Et SURETY CO 105278583 05/08/2009 Until Cancelled 01/01/1980 02/12/2001 $12,000.00 08/27/2009 3 AMERICAN STATES INS CO EX429426 02/04/2002 Until Cancelled 05/14/2009 $12,000.0002/04 /2002 2 AMERICAN STATES INS CO EX429426 03/01/1998 02/04/2002 $6,000.00 Name Role Effective Date Expiration Date NORMAN, STEPHEN J SECRETARY 01/01/1980 ROBINSON, GERALD S PRESIDENT 01/01/1980 02/12/2001 WILEY, JIM SECRETARY 01/01/1980 02/12/2001 WELLS, ELIZABETH VICE PRESIDENT 01/01/1980 02/12/2001 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State 600 ANDOVER PARK W SEATTLE WA Zip 981883326 County KING Business Type Corporation Parent Company HOUSING AUTHORITY /CTY /KING, TH 2065741100 ATTN: DOLOR SAQUING UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 600260524 ACTIVE HOUSIT" 215KD CONSTRUCTION CONTRACTOR 5/4/1979 3/12/2011 GENERAL UNUSED Business Owner Information Bond Information • https: / /fortress.wa. gov /lni/bbip /Detail.aspx a) Page 1 of 2 09/04/2009 AI4`✓ AC(:1MIS ADD'. 14) I IRROX APT ARCH AVE BO BIBS BITUM BLDG BLKG BLVD BM BO BOT BR BSMT BUR CAB CALC CB CIP CL CLT; CLR CMU CO Col. CONC CONT CONTR COORD CORR CP r CSF;FT (T( nI'r.•10 1111'T uF_1 Uf DIA DIM DN DwG I1 1 r• : Dal F E 113 EL ELLC LLB/ ENCL EP EO EOUIP E.:SU 1' ES EW E,(U F A(; FAM FCIO FD FDN FE FEP FIN FL EL: FOC FOE EOM FOSi FOIA FDIC FPL FRI FT FTG FIRM CAI V CENL GL GUI LAM GOVT GYP (('P'(3 H MC HOW!) FIG I" HM HORIZ I It' h1('. AC ID IIC INCL INSUL INT KIT LAM I. AU L AV lu LNORY L.0( LR LRG LT LTG "IATIr'." t,l :IC AC('T::i: A.NI::I I( :1, EK)I..T ABOVE AC.OI IISTIC d.. AI:IOII IO;NAL. AI LEIS EALFL.F. ABOVE E'I ^.SH FLOOR ALIERNATI APPROXIMATE. APARTMENT ARCUNT'CI(URN AVENUE: BOARD 1((1 OWN IN BATT SYSTEM GL!ILDiNr'; HI OCKI ±JiI ROUE E" !li) IJ(F - TFt/ OF (11.(3;:O;;f;t EAST M! BUILT LIT' F.00F CABIN!' I C; I.CLU!.AIION (3AICI( CiA3;IN CAST !N P;ACL (CONCRETE) CI NiiT((NE" CEILING CLEAR CONCRE 111 MASONRY UNIT CLEAN 3.31) COLUMN CONCRETE CONTINUOUS 11(.)NT RAC COORDINATE CORRIDNII 1'ARP1 :1 (:.n) CASEMIXNF '1 l3 ":'I(: TILE E AAT EACH EXTERIOR INSUI A 1((N AND 111• ELEVAT(0(3 � I F.(:11(IC ('(1 CLLVA 1(1'; ENCLOSE (1(Ri ) ELECTRICAL p \NI I. EQUAL. EQUIPMENT' E AS! 3(,(334 L ES I1MATE (D) FACIE WAY EXHAUST EXPANSION I. i1111116 EX TERIOR FACTORY FLUID UID APPLIED MEMBRANE FURNISHED BY CONTR, INSTALLED BY OWNER FLOOR DRAIN FOUNDATION EIRE EXTINGUISHER FINIS' S' IED END PANEL ! IN'SFI (ED) (IASNIN^ FLOOR FA(.E OC t.,)N(:RI::1(. FACE OF FINISH FACE OF ` A rNF:Y FACE OF !N! FUR1JISIi(I11s 1) ( N. INS IA's,.•11D13YARIi,ll 111RNISHL.:.D (13 (WIINER. INS I?d..LED BY 3 :3.INTI: FIREPLACE FIRE:: RETARDANT T I NII11 root FEET 10011(1::', fl.l1 M I1l1111l nll:(LL) GALVANIZED ED (•AHAGF: GRAB BAR GENER, \I. (;LASS t 1.11:I1 1NAII:11 OOVi:.RNMF:N i GYPSUM GYPSUM WALL I1OARD HIGH HOSE HARDWARI: I IFIGI-I HOLLOW MEIN. HORIZONTAL HYi (RCIPANL I. ION :3A5 HOT V3A 1 1(3 SAN 311(1 ((NIT NOUR HEATER R HEAL VENTILATION, IL / (0i'l ANT) AIL ONDITIONING INSIDE: DIAMETER IMPACT INSIIIATILI:'F (:E ASS INCLEIL)13111 (NSlll Al Ir) }1 (NTER1 KITCHEN! LI'.I' I. (.((31(3 I AM(NA1 E( ^) LAUNDRY AVA :101(1 'OLIN!) AI.INEIRY LOCATION ! IVING TIOOM LARGE 11GNE MOLTING � MAS MASONRY MAIL MATERIAL 14AX MAXIMUM EL IN MASTER BEDROOM C11 MECIIANICAL. MEDICINE CABINET W/ MIRROR, UNO LIL(41B MEMBRANE MET MEIAI. MLZI ML l.ANINE MFR MANUFACTURE (R) MIN MINIMUM, MINUTE MISC MISCELLANEOUS Iv0 MASONRY OPENING MIT( :F MULTIPLE N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE ON CENTER OP (')L3 TSIEIE DIAMETER (111 OWNER FURNISHED & INSTALLED ( :11 OFFICE OPNG OPENING (1PP OPPOSITE 0RD OVERFLOW ROOF DRAIN OVI (D OVERHEAD AD P PANTRY Pit) PEDESTAL PERFORATED : 1113 PERIMETER PERM PERMANENT PENT' PERPENDICULAR PI PRCPERIY LINE PI '44 PI AST1C LAMINATE PLWD PLYWOOD PR: PAIR PI :CSI PRECAST Pl:i I AE PREFABRICATED BRICATED 1 i13.E..I1A PRELIMINARY ('RI(G PARKING PROJ 1'1 IMECT PRO!' 13 (1Y 1 POUNDS PER (TARE INCH 1'1 POST- TENS101 Pi PRESSURE TREATED F PAINTED PAVEMENT P RISER i:fi17 RADIUS I;(1 RESILIENT CHANNEL L311' RFFLECFED CEILING PLAN RU ROOF DRAIN REF REFER (ENCE) REFRIGERATOR 1I:INI REINFORCE (D),(ING) RI OD REQUIRED RI SIL1 RESIDENTIAL I<C:;IL RESILIENT REV REVISION (S), REVISED RIG ROOFING (33') ROOM RO ROUGH OPENING R.O.W. RIGHT OF WAY S SOUTH SA:R SHE1LE AND ROD SUSPENDED ACOUSTICAL'OLE 3F?C SEATTLE BUILDING CODE :;(11L0 SCHEDULE `11 STORM DRAIN SOIARF.FOOT 1;I3 S!IFIF 3111' S1((3(1I SI1TG SHEATHING SHV SHELVES (ING) SI SQUARE INCH SIM SIMILAR SP STANDPIPE SPEC SPECIFICATION SPKLR SPRINKLER SQ SQUARE SS SANITARY SEWER (33 E STAINLESS STEEL s l 131((('(11 1C SOUND TRANSMISSION CLASS 10R STORAGE ! RUCT STRUGFURE(AL) SUSPENDED SUSP SYSTEM TREAD 111.c TONGUE AND GROOVE: - !:.i TOWEL BAR - 24'UNO (I I. 'TELEPHONE 11 ISP 'TEMPORARY I ILK HICK (NESS) 1IIRLI THROUGH 305 TOP OF BEAM I OC 10P 01 CURB (0D TOP OF DRAIN 103 1' 100 OF FINISH FLOOR (((1 TOTAL. IOW TOP OF WALE. 1 , TE.1.Evi6Fow F PICAI_ 11130 UNIFORM BUILDING CODE Uldf1N UNFINISHED LINO UNLESS 1 NOTED OTHERWISE (111L UHLIlY VAPOR E - 311011: - 1 , . VCT VINYL COMFOSUION TILE V1.1-1 VEHICLE VLRI VERTICAL VINYL. V VINYL TILE W V111!33, ""E'ER V`l'! `viol 1 H NJ!I:1 WASIFE —rF . Jai ! "IO WITHOI (MAC WASHINL,, uN ACCESSIBILITY CODE !10.; WATER CLOSET ('3D 135001) WUW WINDOW VYH DOMESTIC WATER HEATER TANI( WR WATER RESISTANT GRAPHIC SYMBOL LARGE SCALE SECTIONS .el - S?7 \--- V)( 1' )( g 1 AXX.X HEET NUMBER ELEVATION DRAWING NUMBER ' DRAWING NUMBER SHEET NUMBER PLY MATERIAL FINISHED WOOD CONTINUOUS ROUGH FRAMING BLOCKING OOD CONCRETE CAST -IN -PLACE MASONRY GRANULAR FILL EARTH GLASS RIGID INSULATION BATT INSULATION GWB SITE & BUILDING SECTION KEY I DETAIL KEY DRAWING NUMBER SHEET NUMBER INTERIOR ELEVATION KEY DOOR ID FAN THERMOSTAT SMOKE DETECTOR SMOKE DETECTOR -EXIST SWITCH OCT 0 6 2010 SEPARATE PERMIT REQUIRED FOR: tg Mechanical Electrical Plumbing Gas Piping C ity of Tukwila BUILDING DIVISION r REVISIONS No changes shall be made to t of work without prior appro Tukwila Building Division. NOTE: Revisions will require a new plan su and may include additional plan re E.X. ROOF SHEATHING & `E EX. 2X12 ROOF JOIST EX. 4X16 WOOD GIR SHEATHING & SIDING WALKWAY GRADE AT ENTRMCE GRADE -0 " PROJECT TEAM OWNER KING COUNTY HOUSING AUTHORITY 625 ANDOVER PARK W., SUITE 107 SEATTLE, WA 98188 -3326 PHONE: (206) 574 -1210 FAX: (206) 4315 -9180 CONTACT: CLAUDE DA CORSI, SR., DIRECTOR OF CAPITAL CONSTRUCTION ARCHITECT TONKIN/ HOYNE 204 FIRST AVENUE SOUTH SEATTLE, WA 98104 PHONE: (20C) 624'7880 X115 FAX: (206) 62 -1766 CONTACT: BARRY HOYNE, ARCHITECT - baryh @thl- arch.com ADDITIONAL (,, r'0 1. SEPA EXEMf I - CATEGORICAL EXEMPTION WAC 197 -11 -800 (3) REPAIR, RE- MODELLING AND MAINTENANCE ACTIVITIES P R( CT THE WORK AT PACIFIC COURT APARTMENTS IS IN 4 ['A R I S: 1, UPGRADE THE TWO EXIS1)'1(] UNITS (84,83 TO MEET CURRENT ACCESSIBLE STANDARDS; BOTH ),JFAS & ANSI 117.1 REQUIREMENTS. 2. UPGRADE EXISTING LAUNDRY T() MEET ACCESSIBILITY REQUIREMENTS. 3. MOVE ACCESSIBLE PARKING LOCATIONS CLOSET( TO ACCESSIBLE UNITS 4. PROVIDE ACCESSIBLE RAMPS AND RAISED SIDEWALKS PATHS TO ALL I � REQUIRED ACCESSIBLE LOCATIONS, INCLUDING LAUNDRY, COMMUNITY :LE \.r� P I ROOD, AND ACCESSIBLE APARTMENTS. ; 5, RENOVATE EXISTING OFFICE SPACE IMO 'TWO SEPARATE SPACES. rermit No. 'v " i 1' " PR JE( :Q III °`ORMATIc» SERE ADDRESS: 4028 S. 146TH ST., TUKWILA, WA 98168 TAX ASSL SSOFr S PARCEL NUMBER: 00400002509 LEGAL. L LION. ADAMS HOME TRS 7 A00.1 COVER SHEET /SITE PLAN A22.1 PLAN:-.) .0 GENERAL STRUCTURAL NOTES, P Pkii 1. ='ROVIDE ADA ACCESSIBLE_ WALKWAY (MAX 5% SLOPE IN DIRECTION OF TRAVEL AND 2% CROSS - SLOPE) FOR COMMUNITY ROOM & LAUNDRY. THERE ARE MULTIPLE: MEANS TO ACCOMPLISH THIS- CONSULT \RCHITEcT IF CONCERNS OR DIRECTION NEEDED. ACCESSIBILITY TO COMPLY WITH ANSI 1 - 17.1 & UFAS REQUIREMENTS. 2. v1ECHANICAL.. , ELECTRICAL AND PLUMBING PERMITS WILL BE APPLIED FOR SEPARATELY 3. EXISTING HEATING SYSTEM IS ELECTRIC RESISTANCE, UNO. RELOCATE AS REGD. 4. 'ROVIDE R-10 INSULATION BENEATH ALL SL..AB ON GRADE FLOORS PER NSEC TABLE 13 -1 5. ROVIDE R-19 INSULATION AT WALLS PER WSEC TABLE 13 -1. 6. 'ROVIDE R-30 INSULATION AT WALLS PEP WSEC TABLE 13 -1 SEC: LK- By Date: "7-- . ` 71e' NEW VENT LATION OPENING W/ SCREENING IN CONFORMANCE W/ 2006 IBC, AS REQ'D NEW R -30 INSULATION EX. SHEATHING NEN R -21 INSULATION EX. 2 WALL NEW. FURRING WALL GWB NEW SLAB ON GRADE R -10 RIGID INSULATION STRUCTURAL FILL AS REQU'D T.O. S1.JBLFR. AASW1 (.I2 -- f11A at kt n GON 11VUtiDGtc \9f1,4 ) k IA . 'P{`F - �q wD\I frouNco DA- WS-EXT 1a APARTMENTS A7 & A8 LAUNDRY 1 OFFICE Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted «+ + or ordinance. Receipt of approved Field Copy an h $ " ons ' . Y, owledged: City Of Tukwila BUILDING DMSION RENOV)TION k.) I 0 Nt" REMODELNG REVIEVVL.J FOR CODE COMPLIANCE A DDD 'FD City of 3UILDING JUJ RECI VED JUL 2 82009 PERMIT CENTER CORRECTI( DRAWING ISSUE 0 • Pr 07. O Q w J r Cn O 2 Z � 0 a CD C) C0 P� PERMIT RESUBMITTAL j.. THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS [)V GOVERNMMENT AGENCIES DRAWING TITLE FOR PERMIT ONLY COVERSHEET & SITE PLAN SCALE: PLOT DATE: CAD FILE: PROJ. MGR.: DRAFTER: 114(( ._ 23-Jul-09 PC- A0001.DWG BH AL CLEARANCE: MIN CLEAR WIDTH BETWEEN ALL OPPOSING COUNTERS, BASE CABINETS, COUNTERTOPS, APPLIANCES, WALLS AND HANDLES SHALL BE 40' MIN IN PASS - THROUGH KITCHENS & 60" MIN IN U- SHAPED KITCHENS PER ANSI SEC. 1003.12.1.1 AND UFAS SEC. 4.34.6.1*. SINK: - SINK SHALL BE 6 1/2' DEEP MAX AND MOUNTED 34' MAX. AFF w/ ROUGH IN PLUMBING CONNECTIONS LOCATED FOR A SINK MOUNTED @ 28" AFF PER UFAS SEC. 4.34.6.5 *. - LOCATE A 30" X 48' CLEAR FLOOR SPACE FOR FRONT APPROACH wl KNEE AND TOE CLEARANCES PER ANSI SECTIONS 306 & 1003.124.1. - FAUCETS SHALL COMPLY WITH ANSI SEC. 1003.124.3. INSULATE WATER SUPPLY & DRAIN PIPES PER ANSI SEC. 1003.12.4.4. DISHWASHER: - CLEAR FLOOR SPACE SHALL BE POSITIONED ADJACENT TO THE DISHWASHER DOOR AND THE OPEN DOOR SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE DISHWASHER OR AN ADJACENT SINK PER ANSI SEC. 804.6.3. - RACK SPACE SHALL BE ACCESSIBLE FROM THE FRONT OF THE MACHINE PER UFAS SEC. 4.34.6.9. RANGE OVEN: - PROVIDE ACCESSIBLE REMOTE SWITCH FOR RANGE HOOD FAN (AND LIGHT IF APPLICABLE) - CONTROLS SHALL BE LOCATED TO PREVENT REACHING OVER BURNERS PER UFAS SEC. 4.34.6.6 *. WORK SURFACE: - PROVIDE A COUNTER SURFACE, 30" WIDE MIN X 24' DEEP AT 34" AFF MAX., w/ KNEE AND TOE CLEARANCES PER SEC. 306. - IN TYPE 'A UNITS, A COUNTER SPACE MUST BE ADJACENT TO THE RANGE / OVEN, HOWEVER IT IS NOT REQUIRED TO BE AN 'ACCESSIBLE WORK SPACE PER ANSI SEC. 1003.12.6.5 BUT ONLY IF THE OVEN IS SELF CLEANING PER UFAS SECT IONS 4.34.6.6 & 4.34.6.7. - A REMOVABLE CABINET MAY BE PROVIDED IN THIS LOCATION IF ALL FINISHES EXTEND THE FULL DEPTH PER UFAS SEC. 4.34.6.4(3). - COUNTER AND SUPPORTING STRUCTURE TO BE 2" THICK MAX OVER THE REQUIRED CLEAR AREA PER UFAS SEC. 4.34.6.4(3). REQUIREMENTS IN KITCHENS - TYPE 'A' & 'B' 114 " =1'.0" LIGHT ELECT /TEL/ SWITCH COMM RECEPTACLES FRZ MOUNTING HEIGHTS FOR 21 ACCESSIBLE FIXTURES 112' =1' -0" REFRIGERATOR: - 50% MIN OF FREEZER SPACE SHALL BE BELOW 54' AFF PER SEC. 804.6.6 AND UFAS SEC. 4.34.6.8 *(2a). - IF ANY PORTION OF THE FREEZER IS OUTSIDE THE ACCEPTED REACH RANGES THEN IT MUST BE SELF - DEFROSTING PER UFAS SEC. 4.34.6.8'. CLEAR FLOOR SPACE: 30" x 48" MIN - AT SINK - FORWARD APPROACH & CENTERED - AT DISHWASHER - ADJACENT TO DW DOOR - AT RANGE - PARALLEL APPROACH - AT WORK SURFACE - FORWARD APPROACH & CENTERED - AT REF - PARALLEL APPROACH & CENTERED STORAGE: - AT LEAST ONE SHELF OF ALL CABINETS AND STORAGE ABOVE ACCESSIBLE WORK SURFACE SHALL BE MOUNTED 48" MAX AFF PER UFAS SEC. 4.34.6.10 *(1). - 50% MIN OF KITCHEN STORAGE MUST BE WITHIN ACCESSIBLE REACH RANGES PER ANSI SEC. 804.5. PUBLIC / COMMON USE KITCHENS: - WORK SPACE MUST BE ADJACENT TO RANGE I OVEN PER ANSI SEC. 804.6.5. - SPACES THAT DO NOT HAVE A CONVENTIONAL RANGE OR COOKTOP ARE NOT REQUIRED TO HAVE AN ACCESSIBLE WORK SURFACE PER SEC. 804.3 EX TYPE 'B' UNITS: - PARALLEL OR FORWARD APPROACH IS ALLOWED AT R/O, REF, AND DW IN TYPE B' UNITS PER ANSI SEC. 1004.12.2. - LOWER HEIGHT ACCESSIBLE WORK SURFACE AND SINK ARE NOT REQUIRED AND SINK MAY HAVE PARALLEL - APPROACH PER ANS! SEC. 1004.12.21. ALTERNATE REFRIGERATOR ELEVATION TOWEL BAR HOOK SHELF & ROD AT CLOSET ACCWA -21 ACCWA 12 q. z i$ PLAN REF r 30 "X 48' 1 - -, 1 - 1 1 CLEAR FLOOR R ad 61 1 1 AREA, TYP I J =L_I - - - I.] 1 R I 11 1 5&e, 1 DW F- - ELEVATIONS B q_ N SEAT COVER SOAP DISPENSER DISPENSER CONTROLS AT FRONT - LOCATION OF STORAGE OVER WORK SPACE (IF PROVIDED) 1 DW k INSULATE PIPES 30" CLR MIN @ SINK REMOTE HOOD SWITCH SELF CLEANING OVEN N 30' CLR M Nt @ WORK SPACE OPEN DW DOOR GRAB BARS: INSTALL GRAB BARS 33" MIN & 36" MAX ABOVE SHOWER FLOOR. GRAB BARS SHALL COMPLY WITH AND MEET THE STRUCTURAL STRENGTH REQUIREMENTS OF ANSI SEC. 609.8 AND UFAS SEC. 4.26. LOCATE GRAB BARS PER SEC. 608.3.2 AND UFAS FIG. 37(b). SEAT: PROVIDE A FOLDING SEAT PER UFAS SEC. 4.21.3 & FIG. 36 THAT COMPLIES WITH ALL REQUIREMENTS OF ANSI SEC. 610. CONTROLS: LOCATE CONTROLS & HAND SHOWER ON THE BACK WALL 38" MIN & 48" MAX ABOVE THE SHOWER FLOOR AND NO MORE THAN 27" MAX FROM THE END WALL BEHIND THE SEAT PER SEC. 608.5.2 AND UFAS FIG. 35(b) (UFAS FIG. 37(b) USED AS REFERENCE ONLY, CONTROL LOCATION CONFLICTS w/ OTHER SECTIONS AND FIGURES). CONTROLS SHALL COMPLY WITH ANSI SEC. 309.4. THE ADJUSTABLE HEIGHT HAND SHOWER SHALL INCLUDE A 60' MIN LONG HOSE AND COMPLY WITH ANSI SEC. 607.6 AND UFAS SEC. 4.21.6. CONTROLS SHALL NOT OBSTRUCT THE USE OF GRAB BARS. GRAB BARS: INSTALL GRAB BARS 33" MIN & 36" MAX AFF. GRAB BARS SHALL COMPLY WITH AND MEET THE STRUCTURAL STRENGTH REQUIREMENTS OFANSI SEC.609.8 AND UFAS SEC. 4.26. LOCATE GRAB BARS PER ANSI SEC. 607.4.2 AND UFAS FIG. 34. SEAT: PROVIDE A REMOVABLE IN-TUB SEAT PER UFAS SEC. 4.21.3 & FIG. 33(a) THAT COMPUES WITH ALL REQUIREMENTS OF ANSI SEC. 610. CONTROLS: LOCATE CONTROLS & HAND SHOWER ON THE CONTROL WALL BETWEEN THE TUB RIM & GRAB BAR, AND BETWEEN THE MIDPOINT & THE EDGE OF THE TUB PER ANSI SEC. 607.5 AND UFAS FIG. 34(a). CONTROLS SHALL COMPLY WITH ANSI SEC. 309.4. THE ADJUSTABLE HEIGHT HAND SHOWER SHALL INCLUDE A 60" MIN LONG HOSE AND COMPLY WITH ANSI SEC. 607.6 AND UFAS SEC. 4.21.6. CONTROLS SHALL NOT OBSTRUCT THE USE OF GRAB BARS. LL d m 1/4" =1' -0" BATHTUBS - TYPE 'A' &'B' 1/4" =1'4" 60" MIN CLEAR Et 0 CLEARANCE: MEASURE FROM NEAREST FINISH SURFACE TO NEAREST FINISH SURFACE IN CALCULATING MINIMUM CLEARANCES, I.E. BASEBOARD TO BASEBOARD. ADDITIONAL SIDE CLEARANCE: PROVIDE 18" MIN BEYOND STRIKE JAMB ON SIDE OF DOOR SWING PER ANSI SEC. 404.2.4.1. IF SELF - CLOSING AND SELF - LATCHING, PROVIDE 12' BEYOND STRIKE JAMB ON OPPOSITE SIDE OF DOOR SWING. THRESHOLD: DOORS TO HAVE 1/4" MAX THRESHOLD OR 112" MAX WITH A 12 MAX BEVEL. 13 REQUIREMENTS ENTRY - TYPE 'A' 114 " =1' -0" 3/4'4-0" I I 48' MIN CLEAR wg O 3 0 z TRANSFER TYPE SHOWER STALLS: THE REQUIREMENTS FOR TRANSFER TYPE SHOWER STALLS (36" X 36 ") ARE NOT COVERED BY THIS SUMMARY. PLEASE REFER TO UFAS SECTIONS 4.21 & 4.34.5.5 AND ANS! SECTIONS 608.21 & 1003.11.9 CLEAR FLOOR SPACE: THE CLEAR INSIDE DIMENSION SHALL BE 60" MIN IN WIDTH PER ANSI SEC 608.2.2 AND 36" MIN IN DEPTH PER UFAS FIG. 35(b) MEASURED AT THE CENTER POINT OF OPPOSING SIDES. AN ENTRY 60" MIN IN WIDTH SHALL BE PROVIDED. A LAV IS PERMITTED IN THE CLEARANCE OPPOSITE THE SEAT AND CONTROLS. THRESHOLD: 1/2" MAX THRESHOLD PER ANSI SEC. 608.7. ALTERNATE ROLL -IN SHOWER COMPARTMENTS: ALTERNATE ROLL -IN SHOWERS AS OUTLINED IN ANSI SEC. 608.2.3 WILL NOT BE PERMITTED FOR THIS PROJECT AS THEY DO NOT MEET THE REQUIREMENTS OF UFAS SEC. 4.21. STANDARD ROLL -IN SHOWER STALLS - TYPE 'A' ACC.RI SHOWER BATHTUBS W/ PERMANENT SEATS: THE REQUIREMENTS FOR BATHTUBS W/ PERMANENT SEATS ARE NOT COVERED BY THIS SUMMARY. CLEAR FLOOR SPACE: EXTENDING LENGTH OF TUB (60" MIN) AND 48' MIN DEEP FOR PERPENDICULAR APPROACH OR 30' MIN DEEP FOR PARALLEL APPROACH PER ANSI SEC. 607.2AND UFAS FIG. 33(a). CABINETRY/ COUNTERS ARE PERMITTED AT THE CONTROL END IF REMOVABLE PER ANSI SEC. 1003.11.8 EX 2. TYPE 'B' UNITS: - GRAB BARS & SHOWER SEATS SHALL NOT BE REQUIRED WHERE BLOCKING FOR THEIR FUTURE INSTALLATION IS PROVIDED PER ANSI SEC. 104.11.2. - REFER TO ANSI SEC. 1004.11 FOR ALTERNATE CLEAR FLOOR SPACE CONFIGURATIONS ALLOWED. - REFER TO ANSI SECTIONS 1004.11.3.1.3 & 1004.11.3.2.1.1 WHEN LAV, WC OR CABINETRY IS OVERLAPPING CLEARANCE. t z� 2 U oz 0 § 0 ACC -BATH * 12" REQUIRED ONLY IF LATCH & CLOSER ARE PROVIDED HARDWARE: ALL REQUIRED DOOR HARDWARE TO MEET THE REQUIREMENTS OF ANSI SEC. 404.26 AND UFAS SEC. 4.119*; MOUNTING HEIGHTS TO BE 34' MIN - 48" MAX AFF. CLOSERS: DOORS WITH CLOSERS OR SPRINGE HINGES MUST MEET THE CLOSING SPEEDS OF ANSI SEC. 404.2.7 AND UFAS SEC. 4.13.10 *. TYPE B UNITS: MANUVERING CLEARANCES SHALL NOT BE REQUIRED ON UNIT SIDE OF PRIMAMRY DOOR @ TYPE B' UNITS PER ANSI SEC 1004.51. @ RESIDENTIAL && 'B' FASTEN WI (2) 5/16" DIA. GALVANIZED BOLTS INTERNATIONAL SYMBOL OF ACCESS COMPLYING WITH ANSI SEC. 703.6.3.1 AND UFAS SEC. 4.30.5. TEXT: "STATE DISABLED PARKING PERMIT REQUIRED" ADD "VAN ACCESSIBLE' PER PLANS. 2 "X2 " TUBE STEEL POST W /114' END CAP WELDED TO TOP, GALVANIZE AFTER FABRICATION & PAINT CHARCOAL GREY, CENTER ON EACH REQ'D BARRIER-FREE PARKING SPACE & SET IN CONCRETE SLOPE CONCRETE AWAY FROM STEEL PIPE TOP OF ASPHALT PAVING OR CONCRETE SLAB PER PLAN ::::I1 1 - ♦11 t =I' • N 1 I_ 111 -11 r 1I .� �. • 1�1 1�1 =1�1 _III: • E1 I-1 1 -1114 I J I 11E111-111F .1 I I- 111=11 I -I b • 11 I -.ICI -111 -� Ef =l 1-I I I� • •) . •FILL= III =111- 1=111 =111 -1 a I , I . _ 11= 111 =111 EI' I El 1 -11 I4° u �I I i - III -1 I I -I I -I 11= 1(i`Tfl =f 11=1 11 =1 11 -i X 11 - 111 .III_ IIIIIIII BARRIER FREE PARKING SIGNAGE COLD JOINT (NO BOND) 12" DIA. CONCRETE BASE ACC.EN1RY DOOR ACC -PRKG SIGN PLAN ELEVATIONS PLANS ELEVATIONS 12" MIN HEAD WALL z _ --3" MAX o _ g SEAT WALL /SEAT 4 u PLAN 114"=1' -0" 114" =l' -0" BACK WALL PERPENDICULAR 1 APPROACH CLEAR FLOOR SPACE L_ J L LENGTH OF TUB d i , (60" MIN) 9_ O 0 BACK WALL (CONTROL WALL) 60"MIN -31/4 FRONT LOADER CLEAR FLOOR L SPACE J 24" MAX 24" MIN 0 ELEVATIONS IN ALL DIRECTIONS 60 "MIN j 2 z 0 12" 0 w LAV PERMITTED IN CLEARANCE '1' 0 ACK WALL (CONTROL WALL? END'NALL BACK WALL. al PARALLEL APPROACH 1 CLEAR FLOOR SPACE jr 60" MIN jr (48" @ TYPE B) CONTROL AREA nt TOP LOADER 24" MIN BACK WALL CONTROL WALL CLEARANCE: THE SURFACE OF THE CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 PER ANSI SEC. 305.2. PARALLEL APROACH CLEAR FLOOR SPACE CENTERED ON THE APPLIANCE SHALL COMPLY WITH ANSI SEC. 305 AND UFAS SEC. 4.2.4. OPERABLE PARTS: CONTROLS, DISPENSERS, LINT SCREENS AND OTHER OPERABLE PARTS MUST BE WITH IN ONE OF THE APPROVED REACH RANGES PER ANSI SEC. 611.3 AND UFAS SEC. 4.34.7.3. SHARED LAUNDRY ROOMS: EQUIPMENT IN COMMON USE AREAS MUST BE FRONT LOADING PER UFAS SEC. 4.34.7.2. CLEARANCES @ LAUNDRY EQUIPMENT PLAN: ACCESSIBLE PARKING STALL ACC - LAUNDRY 96" MIN SEE PLANS 60" MIN ��►-+ 1 -) 13' -0 "MJN -SEEP J ACCPRKG STALL GRAB BARS: INSTALL GRAB BARS 33" MIN & 36" MAX AFF. GRAB BARS SHALL COMPLY WITH AND MEET THE STRUCTURAL STRENGTH REQUIREMENTS OF ANSI SEC. 609.8 UFAS SEC 4.26. SEAT HEIGHT: WATER CLOSET SEAT HEIGHT 15" MIN AND 19' MAX PER ANSI SEC. 1003.11.7 AND UFAS SEC. 4.34.5.2(2). CONTROLS: FLUSH CONTROLS SHALL COMPLY WITH ANSI SECTIONS 309 & 1003.9 AND SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET 44" MAX AFF PER ANSI SEC. 1003.11.7.5 AND UFAS SECT 4.16.5'. WATER CLOSET POSITION: THE CENTERLINE OF THE WATER CLOSET SHALL BE LOCATED EXACTLY 18" FROM THE SIDE WALL PER UFAS FIG. 47. • VERTICAL GRAB BAR: VERTICAL GRAB BAR IS NOT REQUIRED AT WATER CLOSETS IN TYPE 'A' & B' UNITS PER SEC. 604.51 EX1. WATER CLOSETS - TYPE 'A' & 'B' 1/4 " =1' -0" HEIGHT: THE FRONT OF LAVS OR SINKS SHALL BE 34" MAX AFF MEASURED FROM THE COUNTER OR RIM, WHICHEVER IS HIGHER PER ANSI SEC. 606.3 AND UFAS SEC. 4.19.2. CLEAR FLOOR SPACE: A 30" X48" MIN CLEAR FLOOR SPACE SHALL BE PROVIDED FOR FORWARD APPROACH PER ANSI SECTIONS 306 & 608.2 AND UFAS FIG. 32. EXPOSED PIPES & SURFACES: UNDER SINKS WATER & DRAIN PIPES SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE SURFACES PER ANSI SEC. 606.6 AND UFAS SEC. 4.24.6. CONTROLS: ALL PARTS SHALL BE OPERABLE w/ ONE HAND AND MEET THE REQUIREMENTS OF ANSI SEC. 309 AND UFAS SEC. 4.27.4. VANITY SPACE: SPACE COMPARABLE TO THAT OF OTHER UNITS IN THE SAME FACILITY TO BE PROVIDED AT THE VANITY IN ACC. UNITS PERANSI SEC. 1002.11.1. rrinin OCT 0 6 2010 CLEAR FLOOR SPACE: 60" MIN MEASURED PERP. FROM THE SIDE WALL AND 56" MIN PERP. FROM THE REAR WALL SHALL BE PROVIDED PER ANSI SEC. 1003.11.72 AND UFAS FIG. 47(a). WHERE A LAV COMPLYING WITH ANSI SEC. 1003.11.5 OVERLAPS THE CLEAR AREA, IT MUST BE EXTENDED TO 66" MIN PERP. FROM THE REAR WALL PER ANSI SEC. 1003.11.7.3 EX AND UFAS FIG. 47(a). TYPE 'B' UNITS: - GRAB BARS SHALL NOT BE REQUIRED WHERE BLOCKING FOR THEIR FUTURE INSTALLATION IS PROVIDED PER ANSI SEC. 104.11.2. - REFER TO ANSI SEC. 1004.11.3.1.2 FOR ALTERNATE CLEAR FLOOR SPACE CONFIGURATIONS ALLOWED. PUBLIC RESTROOMS: - SEAT HEIGHT TO BE 17' MIN AND 19" MAX AFF PER ANSI SEC 604.4 AND UFAS SEC. 4.34.5.2(2). - VERTICAL GRAB BAR IS REQUIRED. - REFER TO ANSI SEC. 604 AND UFAS SEC. 4.16 FOR FURTHER REQUIREMENTS AT PUBLIC RESTROOMS. MIRRORS: WHEN ABOVE LAVS, BOTTOM EDGE TO BE 40" MAX AFF PER ANSI SEC. 1003.11.6. WHEN NOT ABOVE LAVS, BOTTOM EDGE TO BE 35' MAX AFF PER ANSI SEC. 603.3. TOP OF MIRROR PREFERRED TO BE AT 74" MIN AFF PER UFAS SEC A4.19.6. MEDICINE CABINETS: AT LEAST (1) SHELF TO BE LOCATED 44" MAX AFF PER UFAS SEC. 4.23.9'. ACC-WC ACCESSORIES: COAT HOOKS, TOWEL BARS AND OTHER ACCESSORIES SHALL MEET THE REACH RANGE REQUIREMENTS OF ANSI SEC. 308 AND UFAS SECTIONS 4.2.5 & 4.2.6 *. SHELVES SHALL BE PER ANSI SEC. 603.4. TYPES' UNITS: - CLEAR FLOOR SPACE FOR PARALLEL APPROACH SHALL BE CENTERED ON THE LAV PER ANSI SEC. 1004.11.31,1. - CABINETRY IS PERMITTED UNDER LAVS IF IT IS REMOVABLE AND THE FINISHES EXTEND UNDER & BEHIND THE CABINET PER ANSI SEC. 1004.11.3.1.1 EX. LAVATORIES, MIRRORS, MEDICINE CABINETS & ACCESSORIES - TYPE 'A' & 'B' 1/4'=1' -0" ACC-LAV REVIEWED FOR CODE COMPLIANCE AppROven A UG 0 4 2UU C ity of Tukwila BUILDING DIVJSION SEE SHEET A11.1- SITEPLAN FOR ACCESSIBLE PARKING STALL LOCATIONS. PROVIDE INTERNATIONAL SYMBOL OF ACCESS COMPLYING WITH ANSI SEC. 703.631 AND UFAS SEC. 4.30.5. MOUNT BOTTOM OF SIGN 60" MIN AFF AT PARKING SPACE. SURFACE: PARKING SPACES AND ACCESS AISLES SHALL BE FIRM, STABLE, SMOOTH, AND SUP - RESISTANT WITH SLOPES NOT STEEPER THAN 1:50 PER UFAS SEC. 4.6.3'. VERTICAL CLEARANCE: PROVIDE AVERTICAL CLEARANCE OF 114' MIN AT ACCESSIBLE VAN PARKING SPACES, ACCESS AISLES SERVING THEM, VEHICULAR ROUTES FROM AN ENTRANCE TO THE VAN PARKING SPACES, AND FROM THE VAN PARKING SPACES TO A VEHICULAR EXIT SERVING THEM PER UFAS SEC. 4.6.6. PAVEMENT MARKING, INTERNATIONAL SYMBOL OF ACCESS COMPLYING WITH ANSI SEC. 703.6.3.1 AND UFAS SEC. 4.30.5. PAVEMENT MARKING TO INDICATE ACCESS AISLE COMPLYING WITH ANSI SEC. 502.4 AND UFAS SEC. 4.6.3. 'VAN PARKING SPACES SHALL BE PERMITTED TO BE 96" MIN IN WIDTH WHERE THE ADJACENT ACCESS AISLE IS 96" MIN IN WIDTH PER SEC. 5022 EX AND UFAS SEC. 4.6.3* EX. PLANS 18" MIN @ 18 TYPE B ELEVATIONS *VERTICAL GRAB BAR NOT REQUIRED IN TYPE 'A' &'B' UNITS TURNING SPACE: TYPE 'A' BATHROOMS REQUIRE AN UNOBSTRUCTED TURNING SPACE PER ANSI SEC. 304 AND UFAS SEC. 4.23.3. DOOR SWING MAY OVERLAP TURNING SPACE PROVIDED A 30 "X48" CLEAR FLOOR SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR PER ANSI SEC. 1003.11.2 EX; HOWEVER, DOOR SHALL NOT SWING INTO CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE PER UFAS SECTIONS 4.23.2 & 4.34.5.1. ELEVATIONS z TOILET PAPER DISPENSER LOCATION NOTES: al PERP. & 1 PARALLEL A APPROACJ 60" MIN ( @TYPE A & B) MINIMUM CLEARANCE 25' MAX SIDE ELEVATION 15" MIN @ TYPE B -18" 4 MIN 4 TYPE B 18'MIN@ z CD PLAN m. J al PERP. & 1 PARALLEL 1 A APPROACJ 60" MIN I (48" MIN. @ TYPE B) MIN CLR w/ LAVATORY OVERLAP BACK WALL FLUSH CONTROL AT OPEN SIDE, 44' MAX AFF r„ , - 1 30 "X48" 1 CLEAR 1 FLOOR) P -LAM BACKSPLASH DE g 6 SINK 1/2" MAX PTH INSULATE HOT WATER AND DRAIN PIPES, TYP FRONT ELEVATION THE ABBREVIATIONS LISTED BELOW REFER TO THE FOLLOWING DOCUMENTS: 'ANSI' SHALL REFER TO THE AMERICAN NATIONAL STANDARD ICC /ANSI A117.1-2003 AS ADOPTED BY WAC 51-50 AND THE 2006 SEATTLE BUILDING CODE 'UFAS SHALL REFER TO THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (7 -1 -97) THE FOLLOWING IS A SUMMARY AND IS NOT INTENDED TO PRECLUDE OR EXCLUDE ANY SECTIONS OF THE APPLICABLE CODES. THE CONTRACTOR SHALL STILL BE REQUIRED TO COMPLY WITH ALL APPLICABLE SECTIONS. IN CASE OF CONFLICT THE MORE RESTRICTIVE CODE SHALL BE USED. 71FAS'DOES NOT ALLOW CONSTRUCTION TOLERANCES. 1. CLEAR FLOOR SPACE: MIN 30" X 48" PER ANSI SEC. 305 AND UFAS SEC. 4.2.4.1 AND MAY INCLUDE TOE AND KNEE CLEARANCES COMPLYING WITH ANSI SEC. 306, UNO. 2. TURNING! MANEUVERING SPACE: - ALL ROOMS SERVERD BY AN ACCESSIBLE ROUTE SHALL PROVIDE TURNING SPACE PER ANSI SEC. 1002.3.2 AND COMPLYING WITH ANSI SEC. 304. - CIRCULAR SPACES SHALL BE 60" 0 MIN PER ANSI SEC. 304.3.1 AND UFAS FIG. 3(a). T- SHAPED SPACES SHALL COMPLY WITH ANSI SEC. 304.3.2 AND UFAS FIG. 3(b). - DOOR SWING MAY OVERLAP MANUVERING SPACE PROVIDED A 30" X 48' CLEAR FLOOR SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR PER ANSI SEC77ONS 304.4 & 1003.11.2 EX; HOWEVER, DOOR SHALL NOT SWING INTO CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE PER UFAS SECTIONS 4.23 & 4.34.5.1. 3. ACCESSIBLE ROUTE: - RUNNING SLOPE OF ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN t20 AND CROSS SLOPES NOT STEEPER THAN 1:48 PER ANSI SEC. 403.3. - CLEAR WIDTH OF ACCESSIBLE ROUTE SHALL BE 32' MIN FOR A DISTANCE OF 24" MAX AND 36" MIN CONTINUOUSLY PER UFAS SECTIONS 4.2.1* & 4.13.5; CLEAR WIDTH OF EXTERIOR ROUTE OF TRAVEL SHALL BE 36" MIN PER SEC. 403.5. 4. THRESHOLDS AND CHANGES IN LEVEL - CHANGES IN HEIGHT 1/4' MAX MAY BE VERTICAL, CHANGES IS HEIGHT 114' -1/2' MAX MAY BE SLOPED NO STEEPER THAN 1 :2, CHANGES IN HEIGHT GREATER THAN 112" MUST BE RAMPED NO STEEPER THAN 1:12 PER SECTIONS 303 & 405 AND UFAS SECTIONS 4.5.2 & 4.8. - THRESHOLDS SHALL BE 1/2' MAX IN HEIGHT AND SHALL MEET THE TRANSITION REQUIREMENTS LISTED ABOVE PER ANSI SEC. 404.24 AND UFAS SEC. 4.13.8 *. 5. DOORS: - DOORWAYS SHALL HAVE A CLEAR WIDTH OF 32" MIN MEASURED FROM THE FACE OF THE DOOR TO THE STOP WHEN THE DOOR IS OPEN TO 90° PER ANSI SEC. 404.2.2. - MANUEVERING CLEARANCES AT MANUALLY SWINGING DOORS SHALL PROVIDE ONE OF THE CLEARANCES DEMONSTARTED IN ANSI FIG.404.2.3.1 AND UFAS FIG. 25. - FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY JURISDICTION WITH AUTHORITY. MAXIMUM FORCE FOR PUSHING OPEN ALL OTHER DOORS SHALL BE 5.0 POUNDS (22.2 N) FOR BOTH INTERIOR HINGED DOORS AND SLIDING OR FOLDING DOORS PER ANSI SEC. 404.2.8 AND UFAS SEC. 4.13.11'. - DOORS WITH CLOSERS OR SPRING HINGES MUST MEET THE CLOSING SPEEDS OF BOTH ANSI SEC. 404.2.7 AND UFAS SEC. 4.13.10 *. 6. ALARMS: ACCESSIBLE AUDIBLE AND VISUAL ALARMS AND NOTIFICATION APPLIANCES SHALL BE POWERED BY A COMMERCIAL UGHT AND POWER SOURCE, BE PERMANENTLY CONNECTED TO THE WIRING OF THE PREMISES ELECTRIC SYSTEM, AND BE PERMANENTLY INSTALLED PER SEC. 7021 AND SHALL MEET THE VOLUME AND ILLUMINATION LEVELS OUTLINED IN UFAS SEC. 4.28.1. RECEIVED . JUN 2 52009 PERMIT CENTER boci-100 FULL LENGTH OF THE PARKING SPACE TO OPERABLE PARTS 48° MAX TO ROD [oyi & z Seattle, / FAX: (: r - J 1 DRAWING ISSUE DRAWING TITLE ACCESSIBILITY NOTES & DETAILS SCALE: AS NOTED PLOT DATE: CAD FILE: RV-MU-A0004 PROJ. MGR.: DRAFTER: LC SHEET NO. AOO CLEARANCE: MIN CLEAR WIDTH BETWEEN ALL OPPOSING COUNTERS, BASE CABINETS, COUNTERTOPS, APPLIANCES, WALLS AND HANDLES SHALL BE 40' MIN IN PASS - THROUGH KITCHENS & 60" MIN IN U- SHAPED KITCHENS PER ANSI SEC. 1003.12.1.1 AND UFAS SEC. 4.34.6.1*. SINK: - SINK SHALL BE 6 1/2' DEEP MAX AND MOUNTED 34' MAX. AFF w/ ROUGH IN PLUMBING CONNECTIONS LOCATED FOR A SINK MOUNTED @ 28" AFF PER UFAS SEC. 4.34.6.5 *. - LOCATE A 30" X 48' CLEAR FLOOR SPACE FOR FRONT APPROACH wl KNEE AND TOE CLEARANCES PER ANSI SECTIONS 306 & 1003.124.1. - FAUCETS SHALL COMPLY WITH ANSI SEC. 1003.124.3. INSULATE WATER SUPPLY & DRAIN PIPES PER ANSI SEC. 1003.12.4.4. DISHWASHER: - CLEAR FLOOR SPACE SHALL BE POSITIONED ADJACENT TO THE DISHWASHER DOOR AND THE OPEN DOOR SHALL NOT OBSTRUCT THE CLEAR FLOOR SPACE FOR THE DISHWASHER OR AN ADJACENT SINK PER ANSI SEC. 804.6.3. - RACK SPACE SHALL BE ACCESSIBLE FROM THE FRONT OF THE MACHINE PER UFAS SEC. 4.34.6.9. RANGE OVEN: - PROVIDE ACCESSIBLE REMOTE SWITCH FOR RANGE HOOD FAN (AND LIGHT IF APPLICABLE) - CONTROLS SHALL BE LOCATED TO PREVENT REACHING OVER BURNERS PER UFAS SEC. 4.34.6.6 *. WORK SURFACE: - PROVIDE A COUNTER SURFACE, 30" WIDE MIN X 24' DEEP AT 34" AFF MAX., w/ KNEE AND TOE CLEARANCES PER SEC. 306. - IN TYPE 'A UNITS, A COUNTER SPACE MUST BE ADJACENT TO THE RANGE / OVEN, HOWEVER IT IS NOT REQUIRED TO BE AN 'ACCESSIBLE WORK SPACE PER ANSI SEC. 1003.12.6.5 BUT ONLY IF THE OVEN IS SELF CLEANING PER UFAS SECT IONS 4.34.6.6 & 4.34.6.7. - A REMOVABLE CABINET MAY BE PROVIDED IN THIS LOCATION IF ALL FINISHES EXTEND THE FULL DEPTH PER UFAS SEC. 4.34.6.4(3). - COUNTER AND SUPPORTING STRUCTURE TO BE 2" THICK MAX OVER THE REQUIRED CLEAR AREA PER UFAS SEC. 4.34.6.4(3). REQUIREMENTS IN KITCHENS - TYPE 'A' & 'B' 114 " =1'.0" LIGHT ELECT /TEL/ SWITCH COMM RECEPTACLES FRZ MOUNTING HEIGHTS FOR 21 ACCESSIBLE FIXTURES 112' =1' -0" REFRIGERATOR: - 50% MIN OF FREEZER SPACE SHALL BE BELOW 54' AFF PER SEC. 804.6.6 AND UFAS SEC. 4.34.6.8 *(2a). - IF ANY PORTION OF THE FREEZER IS OUTSIDE THE ACCEPTED REACH RANGES THEN IT MUST BE SELF - DEFROSTING PER UFAS SEC. 4.34.6.8'. CLEAR FLOOR SPACE: 30" x 48" MIN - AT SINK - FORWARD APPROACH & CENTERED - AT DISHWASHER - ADJACENT TO DW DOOR - AT RANGE - PARALLEL APPROACH - AT WORK SURFACE - FORWARD APPROACH & CENTERED - AT REF - PARALLEL APPROACH & CENTERED STORAGE: - AT LEAST ONE SHELF OF ALL CABINETS AND STORAGE ABOVE ACCESSIBLE WORK SURFACE SHALL BE MOUNTED 48" MAX AFF PER UFAS SEC. 4.34.6.10 *(1). - 50% MIN OF KITCHEN STORAGE MUST BE WITHIN ACCESSIBLE REACH RANGES PER ANSI SEC. 804.5. PUBLIC / COMMON USE KITCHENS: - WORK SPACE MUST BE ADJACENT TO RANGE I OVEN PER ANSI SEC. 804.6.5. - SPACES THAT DO NOT HAVE A CONVENTIONAL RANGE OR COOKTOP ARE NOT REQUIRED TO HAVE AN ACCESSIBLE WORK SURFACE PER SEC. 804.3 EX TYPE 'B' UNITS: - PARALLEL OR FORWARD APPROACH IS ALLOWED AT R/O, REF, AND DW IN TYPE B' UNITS PER ANSI SEC. 1004.12.2. - LOWER HEIGHT ACCESSIBLE WORK SURFACE AND SINK ARE NOT REQUIRED AND SINK MAY HAVE PARALLEL - APPROACH PER ANS! SEC. 1004.12.21. ALTERNATE REFRIGERATOR ELEVATION TOWEL BAR HOOK SHELF & ROD AT CLOSET ACCWA -21 ACCWA 12 q. z i$ PLAN REF r 30 "X 48' 1 - -, 1 - 1 1 CLEAR FLOOR R ad 61 1 1 AREA, TYP I J =L_I - - - I.] 1 R I 11 1 5&e, 1 DW F- - ELEVATIONS B q_ N SEAT COVER SOAP DISPENSER DISPENSER CONTROLS AT FRONT - LOCATION OF STORAGE OVER WORK SPACE (IF PROVIDED) 1 DW k INSULATE PIPES 30" CLR MIN @ SINK REMOTE HOOD SWITCH SELF CLEANING OVEN N 30' CLR M Nt @ WORK SPACE OPEN DW DOOR GRAB BARS: INSTALL GRAB BARS 33" MIN & 36" MAX ABOVE SHOWER FLOOR. GRAB BARS SHALL COMPLY WITH AND MEET THE STRUCTURAL STRENGTH REQUIREMENTS OF ANSI SEC. 609.8 AND UFAS SEC. 4.26. LOCATE GRAB BARS PER SEC. 608.3.2 AND UFAS FIG. 37(b). SEAT: PROVIDE A FOLDING SEAT PER UFAS SEC. 4.21.3 & FIG. 36 THAT COMPLIES WITH ALL REQUIREMENTS OF ANSI SEC. 610. CONTROLS: LOCATE CONTROLS & HAND SHOWER ON THE BACK WALL 38" MIN & 48" MAX ABOVE THE SHOWER FLOOR AND NO MORE THAN 27" MAX FROM THE END WALL BEHIND THE SEAT PER SEC. 608.5.2 AND UFAS FIG. 35(b) (UFAS FIG. 37(b) USED AS REFERENCE ONLY, CONTROL LOCATION CONFLICTS w/ OTHER SECTIONS AND FIGURES). CONTROLS SHALL COMPLY WITH ANSI SEC. 309.4. THE ADJUSTABLE HEIGHT HAND SHOWER SHALL INCLUDE A 60' MIN LONG HOSE AND COMPLY WITH ANSI SEC. 607.6 AND UFAS SEC. 4.21.6. CONTROLS SHALL NOT OBSTRUCT THE USE OF GRAB BARS. GRAB BARS: INSTALL GRAB BARS 33" MIN & 36" MAX AFF. GRAB BARS SHALL COMPLY WITH AND MEET THE STRUCTURAL STRENGTH REQUIREMENTS OFANSI SEC.609.8 AND UFAS SEC. 4.26. LOCATE GRAB BARS PER ANSI SEC. 607.4.2 AND UFAS FIG. 34. SEAT: PROVIDE A REMOVABLE IN-TUB SEAT PER UFAS SEC. 4.21.3 & FIG. 33(a) THAT COMPUES WITH ALL REQUIREMENTS OF ANSI SEC. 610. CONTROLS: LOCATE CONTROLS & HAND SHOWER ON THE CONTROL WALL BETWEEN THE TUB RIM & GRAB BAR, AND BETWEEN THE MIDPOINT & THE EDGE OF THE TUB PER ANSI SEC. 607.5 AND UFAS FIG. 34(a). CONTROLS SHALL COMPLY WITH ANSI SEC. 309.4. THE ADJUSTABLE HEIGHT HAND SHOWER SHALL INCLUDE A 60" MIN LONG HOSE AND COMPLY WITH ANSI SEC. 607.6 AND UFAS SEC. 4.21.6. CONTROLS SHALL NOT OBSTRUCT THE USE OF GRAB BARS. LL d m 1/4" =1' -0" BATHTUBS - TYPE 'A' &'B' 1/4" =1'4" 60" MIN CLEAR Et 0 CLEARANCE: MEASURE FROM NEAREST FINISH SURFACE TO NEAREST FINISH SURFACE IN CALCULATING MINIMUM CLEARANCES, I.E. BASEBOARD TO BASEBOARD. ADDITIONAL SIDE CLEARANCE: PROVIDE 18" MIN BEYOND STRIKE JAMB ON SIDE OF DOOR SWING PER ANSI SEC. 404.2.4.1. IF SELF - CLOSING AND SELF - LATCHING, PROVIDE 12' BEYOND STRIKE JAMB ON OPPOSITE SIDE OF DOOR SWING. THRESHOLD: DOORS TO HAVE 1/4" MAX THRESHOLD OR 112" MAX WITH A 12 MAX BEVEL. 13 REQUIREMENTS ENTRY - TYPE 'A' 114 " =1' -0" 3/4'4-0" I I 48' MIN CLEAR wg O 3 0 z TRANSFER TYPE SHOWER STALLS: THE REQUIREMENTS FOR TRANSFER TYPE SHOWER STALLS (36" X 36 ") ARE NOT COVERED BY THIS SUMMARY. PLEASE REFER TO UFAS SECTIONS 4.21 & 4.34.5.5 AND ANS! SECTIONS 608.21 & 1003.11.9 CLEAR FLOOR SPACE: THE CLEAR INSIDE DIMENSION SHALL BE 60" MIN IN WIDTH PER ANSI SEC 608.2.2 AND 36" MIN IN DEPTH PER UFAS FIG. 35(b) MEASURED AT THE CENTER POINT OF OPPOSING SIDES. AN ENTRY 60" MIN IN WIDTH SHALL BE PROVIDED. A LAV IS PERMITTED IN THE CLEARANCE OPPOSITE THE SEAT AND CONTROLS. THRESHOLD: 1/2" MAX THRESHOLD PER ANSI SEC. 608.7. ALTERNATE ROLL -IN SHOWER COMPARTMENTS: ALTERNATE ROLL -IN SHOWERS AS OUTLINED IN ANSI SEC. 608.2.3 WILL NOT BE PERMITTED FOR THIS PROJECT AS THEY DO NOT MEET THE REQUIREMENTS OF UFAS SEC. 4.21. STANDARD ROLL -IN SHOWER STALLS - TYPE 'A' ACC.RI SHOWER BATHTUBS W/ PERMANENT SEATS: THE REQUIREMENTS FOR BATHTUBS W/ PERMANENT SEATS ARE NOT COVERED BY THIS SUMMARY. CLEAR FLOOR SPACE: EXTENDING LENGTH OF TUB (60" MIN) AND 48' MIN DEEP FOR PERPENDICULAR APPROACH OR 30' MIN DEEP FOR PARALLEL APPROACH PER ANSI SEC. 607.2AND UFAS FIG. 33(a). CABINETRY/ COUNTERS ARE PERMITTED AT THE CONTROL END IF REMOVABLE PER ANSI SEC. 1003.11.8 EX 2. TYPE 'B' UNITS: - GRAB BARS & SHOWER SEATS SHALL NOT BE REQUIRED WHERE BLOCKING FOR THEIR FUTURE INSTALLATION IS PROVIDED PER ANSI SEC. 104.11.2. - REFER TO ANSI SEC. 1004.11 FOR ALTERNATE CLEAR FLOOR SPACE CONFIGURATIONS ALLOWED. - REFER TO ANSI SECTIONS 1004.11.3.1.3 & 1004.11.3.2.1.1 WHEN LAV, WC OR CABINETRY IS OVERLAPPING CLEARANCE. t z� 2 U oz 0 § 0 ACC -BATH * 12" REQUIRED ONLY IF LATCH & CLOSER ARE PROVIDED HARDWARE: ALL REQUIRED DOOR HARDWARE TO MEET THE REQUIREMENTS OF ANSI SEC. 404.26 AND UFAS SEC. 4.119*; MOUNTING HEIGHTS TO BE 34' MIN - 48" MAX AFF. CLOSERS: DOORS WITH CLOSERS OR SPRINGE HINGES MUST MEET THE CLOSING SPEEDS OF ANSI SEC. 404.2.7 AND UFAS SEC. 4.13.10 *. TYPE B UNITS: MANUVERING CLEARANCES SHALL NOT BE REQUIRED ON UNIT SIDE OF PRIMAMRY DOOR @ TYPE B' UNITS PER ANSI SEC 1004.51. @ RESIDENTIAL && 'B' FASTEN WI (2) 5/16" DIA. GALVANIZED BOLTS INTERNATIONAL SYMBOL OF ACCESS COMPLYING WITH ANSI SEC. 703.6.3.1 AND UFAS SEC. 4.30.5. TEXT: "STATE DISABLED PARKING PERMIT REQUIRED" ADD "VAN ACCESSIBLE' PER PLANS. 2 "X2 " TUBE STEEL POST W /114' END CAP WELDED TO TOP, GALVANIZE AFTER FABRICATION & PAINT CHARCOAL GREY, CENTER ON EACH REQ'D BARRIER-FREE PARKING SPACE & SET IN CONCRETE SLOPE CONCRETE AWAY FROM STEEL PIPE TOP OF ASPHALT PAVING OR CONCRETE SLAB PER PLAN ::::I1 1 - ♦11 t =I' • N 1 I_ 111 -11 r 1I .� �. • 1�1 1�1 =1�1 _III: • E1 I-1 1 -1114 I J I 11E111-111F .1 I I- 111=11 I -I b • 11 I -.ICI -111 -� Ef =l 1-I I I� • •) . •FILL= III =111- 1=111 =111 -1 a I , I . _ 11= 111 =111 EI' I El 1 -11 I4° u �I I i - III -1 I I -I I -I 11= 1(i`Tfl =f 11=1 11 =1 11 -i X 11 - 111 .III_ IIIIIIII BARRIER FREE PARKING SIGNAGE COLD JOINT (NO BOND) 12" DIA. CONCRETE BASE ACC.EN1RY DOOR ACC -PRKG SIGN PLAN ELEVATIONS PLANS ELEVATIONS 12" MIN HEAD WALL z _ --3" MAX o _ g SEAT WALL /SEAT 4 u PLAN 114"=1' -0" 114" =l' -0" BACK WALL PERPENDICULAR 1 APPROACH CLEAR FLOOR SPACE L_ J L LENGTH OF TUB d i , (60" MIN) 9_ O 0 BACK WALL (CONTROL WALL) 60"MIN -31/4 FRONT LOADER CLEAR FLOOR L SPACE J 24" MAX 24" MIN 0 ELEVATIONS IN ALL DIRECTIONS 60 "MIN j 2 z 0 12" 0 w LAV PERMITTED IN CLEARANCE '1' 0 ACK WALL (CONTROL WALL? END'NALL BACK WALL. al PARALLEL APPROACH 1 CLEAR FLOOR SPACE jr 60" MIN jr (48" @ TYPE B) CONTROL AREA nt TOP LOADER 24" MIN BACK WALL CONTROL WALL CLEARANCE: THE SURFACE OF THE CLEAR FLOOR SPACE SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 PER ANSI SEC. 305.2. PARALLEL APROACH CLEAR FLOOR SPACE CENTERED ON THE APPLIANCE SHALL COMPLY WITH ANSI SEC. 305 AND UFAS SEC. 4.2.4. OPERABLE PARTS: CONTROLS, DISPENSERS, LINT SCREENS AND OTHER OPERABLE PARTS MUST BE WITH IN ONE OF THE APPROVED REACH RANGES PER ANSI SEC. 611.3 AND UFAS SEC. 4.34.7.3. SHARED LAUNDRY ROOMS: EQUIPMENT IN COMMON USE AREAS MUST BE FRONT LOADING PER UFAS SEC. 4.34.7.2. CLEARANCES @ LAUNDRY EQUIPMENT PLAN: ACCESSIBLE PARKING STALL ACC - LAUNDRY 96" MIN SEE PLANS 60" MIN ��►-+ 1 -) 13' -0 "MJN -SEEP J ACCPRKG STALL GRAB BARS: INSTALL GRAB BARS 33" MIN & 36" MAX AFF. GRAB BARS SHALL COMPLY WITH AND MEET THE STRUCTURAL STRENGTH REQUIREMENTS OF ANSI SEC. 609.8 UFAS SEC 4.26. SEAT HEIGHT: WATER CLOSET SEAT HEIGHT 15" MIN AND 19' MAX PER ANSI SEC. 1003.11.7 AND UFAS SEC. 4.34.5.2(2). CONTROLS: FLUSH CONTROLS SHALL COMPLY WITH ANSI SECTIONS 309 & 1003.9 AND SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET 44" MAX AFF PER ANSI SEC. 1003.11.7.5 AND UFAS SECT 4.16.5'. WATER CLOSET POSITION: THE CENTERLINE OF THE WATER CLOSET SHALL BE LOCATED EXACTLY 18" FROM THE SIDE WALL PER UFAS FIG. 47. • VERTICAL GRAB BAR: VERTICAL GRAB BAR IS NOT REQUIRED AT WATER CLOSETS IN TYPE 'A' & B' UNITS PER SEC. 604.51 EX1. WATER CLOSETS - TYPE 'A' & 'B' 1/4 " =1' -0" HEIGHT: THE FRONT OF LAVS OR SINKS SHALL BE 34" MAX AFF MEASURED FROM THE COUNTER OR RIM, WHICHEVER IS HIGHER PER ANSI SEC. 606.3 AND UFAS SEC. 4.19.2. CLEAR FLOOR SPACE: A 30" X48" MIN CLEAR FLOOR SPACE SHALL BE PROVIDED FOR FORWARD APPROACH PER ANSI SECTIONS 306 & 608.2 AND UFAS FIG. 32. EXPOSED PIPES & SURFACES: UNDER SINKS WATER & DRAIN PIPES SHALL BE INSULATED AND THERE SHALL BE NO SHARP OR ABRASIVE SURFACES PER ANSI SEC. 606.6 AND UFAS SEC. 4.24.6. CONTROLS: ALL PARTS SHALL BE OPERABLE w/ ONE HAND AND MEET THE REQUIREMENTS OF ANSI SEC. 309 AND UFAS SEC. 4.27.4. VANITY SPACE: SPACE COMPARABLE TO THAT OF OTHER UNITS IN THE SAME FACILITY TO BE PROVIDED AT THE VANITY IN ACC. UNITS PERANSI SEC. 1002.11.1. rrinin OCT 0 6 2010 CLEAR FLOOR SPACE: 60" MIN MEASURED PERP. FROM THE SIDE WALL AND 56" MIN PERP. FROM THE REAR WALL SHALL BE PROVIDED PER ANSI SEC. 1003.11.72 AND UFAS FIG. 47(a). WHERE A LAV COMPLYING WITH ANSI SEC. 1003.11.5 OVERLAPS THE CLEAR AREA, IT MUST BE EXTENDED TO 66" MIN PERP. FROM THE REAR WALL PER ANSI SEC. 1003.11.7.3 EX AND UFAS FIG. 47(a). TYPE 'B' UNITS: - GRAB BARS SHALL NOT BE REQUIRED WHERE BLOCKING FOR THEIR FUTURE INSTALLATION IS PROVIDED PER ANSI SEC. 104.11.2. - REFER TO ANSI SEC. 1004.11.3.1.2 FOR ALTERNATE CLEAR FLOOR SPACE CONFIGURATIONS ALLOWED. PUBLIC RESTROOMS: - SEAT HEIGHT TO BE 17' MIN AND 19" MAX AFF PER ANSI SEC 604.4 AND UFAS SEC. 4.34.5.2(2). - VERTICAL GRAB BAR IS REQUIRED. - REFER TO ANSI SEC. 604 AND UFAS SEC. 4.16 FOR FURTHER REQUIREMENTS AT PUBLIC RESTROOMS. MIRRORS: WHEN ABOVE LAVS, BOTTOM EDGE TO BE 40" MAX AFF PER ANSI SEC. 1003.11.6. WHEN NOT ABOVE LAVS, BOTTOM EDGE TO BE 35' MAX AFF PER ANSI SEC. 603.3. TOP OF MIRROR PREFERRED TO BE AT 74" MIN AFF PER UFAS SEC A4.19.6. MEDICINE CABINETS: AT LEAST (1) SHELF TO BE LOCATED 44" MAX AFF PER UFAS SEC. 4.23.9'. ACC-WC ACCESSORIES: COAT HOOKS, TOWEL BARS AND OTHER ACCESSORIES SHALL MEET THE REACH RANGE REQUIREMENTS OF ANSI SEC. 308 AND UFAS SECTIONS 4.2.5 & 4.2.6 *. SHELVES SHALL BE PER ANSI SEC. 603.4. TYPES' UNITS: - CLEAR FLOOR SPACE FOR PARALLEL APPROACH SHALL BE CENTERED ON THE LAV PER ANSI SEC. 1004.11.31,1. - CABINETRY IS PERMITTED UNDER LAVS IF IT IS REMOVABLE AND THE FINISHES EXTEND UNDER & BEHIND THE CABINET PER ANSI SEC. 1004.11.3.1.1 EX. LAVATORIES, MIRRORS, MEDICINE CABINETS & ACCESSORIES - TYPE 'A' & 'B' 1/4'=1' -0" ACC-LAV REVIEWED FOR CODE COMPLIANCE AppROven A UG 0 4 2UU C ity of Tukwila BUILDING DIVJSION SEE SHEET A11.1- SITEPLAN FOR ACCESSIBLE PARKING STALL LOCATIONS. PROVIDE INTERNATIONAL SYMBOL OF ACCESS COMPLYING WITH ANSI SEC. 703.631 AND UFAS SEC. 4.30.5. MOUNT BOTTOM OF SIGN 60" MIN AFF AT PARKING SPACE. SURFACE: PARKING SPACES AND ACCESS AISLES SHALL BE FIRM, STABLE, SMOOTH, AND SUP - RESISTANT WITH SLOPES NOT STEEPER THAN 1:50 PER UFAS SEC. 4.6.3'. VERTICAL CLEARANCE: PROVIDE AVERTICAL CLEARANCE OF 114' MIN AT ACCESSIBLE VAN PARKING SPACES, ACCESS AISLES SERVING THEM, VEHICULAR ROUTES FROM AN ENTRANCE TO THE VAN PARKING SPACES, AND FROM THE VAN PARKING SPACES TO A VEHICULAR EXIT SERVING THEM PER UFAS SEC. 4.6.6. PAVEMENT MARKING, INTERNATIONAL SYMBOL OF ACCESS COMPLYING WITH ANSI SEC. 703.6.3.1 AND UFAS SEC. 4.30.5. PAVEMENT MARKING TO INDICATE ACCESS AISLE COMPLYING WITH ANSI SEC. 502.4 AND UFAS SEC. 4.6.3. 'VAN PARKING SPACES SHALL BE PERMITTED TO BE 96" MIN IN WIDTH WHERE THE ADJACENT ACCESS AISLE IS 96" MIN IN WIDTH PER SEC. 5022 EX AND UFAS SEC. 4.6.3* EX. PLANS 18" MIN @ 18 TYPE B ELEVATIONS *VERTICAL GRAB BAR NOT REQUIRED IN TYPE 'A' &'B' UNITS TURNING SPACE: TYPE 'A' BATHROOMS REQUIRE AN UNOBSTRUCTED TURNING SPACE PER ANSI SEC. 304 AND UFAS SEC. 4.23.3. DOOR SWING MAY OVERLAP TURNING SPACE PROVIDED A 30 "X48" CLEAR FLOOR SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR PER ANSI SEC. 1003.11.2 EX; HOWEVER, DOOR SHALL NOT SWING INTO CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE PER UFAS SECTIONS 4.23.2 & 4.34.5.1. ELEVATIONS z TOILET PAPER DISPENSER LOCATION NOTES: al PERP. & 1 PARALLEL A APPROACJ 60" MIN ( @TYPE A & B) MINIMUM CLEARANCE 25' MAX SIDE ELEVATION 15" MIN @ TYPE B -18" 4 MIN 4 TYPE B 18'MIN@ z CD PLAN m. J al PERP. & 1 PARALLEL 1 A APPROACJ 60" MIN I (48" MIN. @ TYPE B) MIN CLR w/ LAVATORY OVERLAP BACK WALL FLUSH CONTROL AT OPEN SIDE, 44' MAX AFF r„ , - 1 30 "X48" 1 CLEAR 1 FLOOR) P -LAM BACKSPLASH DE g 6 SINK 1/2" MAX PTH INSULATE HOT WATER AND DRAIN PIPES, TYP FRONT ELEVATION THE ABBREVIATIONS LISTED BELOW REFER TO THE FOLLOWING DOCUMENTS: 'ANSI' SHALL REFER TO THE AMERICAN NATIONAL STANDARD ICC /ANSI A117.1-2003 AS ADOPTED BY WAC 51-50 AND THE 2006 SEATTLE BUILDING CODE 'UFAS SHALL REFER TO THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS (7 -1 -97) THE FOLLOWING IS A SUMMARY AND IS NOT INTENDED TO PRECLUDE OR EXCLUDE ANY SECTIONS OF THE APPLICABLE CODES. THE CONTRACTOR SHALL STILL BE REQUIRED TO COMPLY WITH ALL APPLICABLE SECTIONS. IN CASE OF CONFLICT THE MORE RESTRICTIVE CODE SHALL BE USED. 71FAS'DOES NOT ALLOW CONSTRUCTION TOLERANCES. 1. CLEAR FLOOR SPACE: MIN 30" X 48" PER ANSI SEC. 305 AND UFAS SEC. 4.2.4.1 AND MAY INCLUDE TOE AND KNEE CLEARANCES COMPLYING WITH ANSI SEC. 306, UNO. 2. TURNING! MANEUVERING SPACE: - ALL ROOMS SERVERD BY AN ACCESSIBLE ROUTE SHALL PROVIDE TURNING SPACE PER ANSI SEC. 1002.3.2 AND COMPLYING WITH ANSI SEC. 304. - CIRCULAR SPACES SHALL BE 60" 0 MIN PER ANSI SEC. 304.3.1 AND UFAS FIG. 3(a). T- SHAPED SPACES SHALL COMPLY WITH ANSI SEC. 304.3.2 AND UFAS FIG. 3(b). - DOOR SWING MAY OVERLAP MANUVERING SPACE PROVIDED A 30" X 48' CLEAR FLOOR SPACE IS PROVIDED BEYOND THE ARC OF THE DOOR PER ANSI SEC77ONS 304.4 & 1003.11.2 EX; HOWEVER, DOOR SHALL NOT SWING INTO CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE PER UFAS SECTIONS 4.23 & 4.34.5.1. 3. ACCESSIBLE ROUTE: - RUNNING SLOPE OF ACCESSIBLE ROUTE SHALL NOT BE STEEPER THAN t20 AND CROSS SLOPES NOT STEEPER THAN 1:48 PER ANSI SEC. 403.3. - CLEAR WIDTH OF ACCESSIBLE ROUTE SHALL BE 32' MIN FOR A DISTANCE OF 24" MAX AND 36" MIN CONTINUOUSLY PER UFAS SECTIONS 4.2.1* & 4.13.5; CLEAR WIDTH OF EXTERIOR ROUTE OF TRAVEL SHALL BE 36" MIN PER SEC. 403.5. 4. THRESHOLDS AND CHANGES IN LEVEL - CHANGES IN HEIGHT 1/4' MAX MAY BE VERTICAL, CHANGES IS HEIGHT 114' -1/2' MAX MAY BE SLOPED NO STEEPER THAN 1 :2, CHANGES IN HEIGHT GREATER THAN 112" MUST BE RAMPED NO STEEPER THAN 1:12 PER SECTIONS 303 & 405 AND UFAS SECTIONS 4.5.2 & 4.8. - THRESHOLDS SHALL BE 1/2' MAX IN HEIGHT AND SHALL MEET THE TRANSITION REQUIREMENTS LISTED ABOVE PER ANSI SEC. 404.24 AND UFAS SEC. 4.13.8 *. 5. DOORS: - DOORWAYS SHALL HAVE A CLEAR WIDTH OF 32" MIN MEASURED FROM THE FACE OF THE DOOR TO THE STOP WHEN THE DOOR IS OPEN TO 90° PER ANSI SEC. 404.2.2. - MANUEVERING CLEARANCES AT MANUALLY SWINGING DOORS SHALL PROVIDE ONE OF THE CLEARANCES DEMONSTARTED IN ANSI FIG.404.2.3.1 AND UFAS FIG. 25. - FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY JURISDICTION WITH AUTHORITY. MAXIMUM FORCE FOR PUSHING OPEN ALL OTHER DOORS SHALL BE 5.0 POUNDS (22.2 N) FOR BOTH INTERIOR HINGED DOORS AND SLIDING OR FOLDING DOORS PER ANSI SEC. 404.2.8 AND UFAS SEC. 4.13.11'. - DOORS WITH CLOSERS OR SPRING HINGES MUST MEET THE CLOSING SPEEDS OF BOTH ANSI SEC. 404.2.7 AND UFAS SEC. 4.13.10 *. 6. ALARMS: ACCESSIBLE AUDIBLE AND VISUAL ALARMS AND NOTIFICATION APPLIANCES SHALL BE POWERED BY A COMMERCIAL UGHT AND POWER SOURCE, BE PERMANENTLY CONNECTED TO THE WIRING OF THE PREMISES ELECTRIC SYSTEM, AND BE PERMANENTLY INSTALLED PER SEC. 7021 AND SHALL MEET THE VOLUME AND ILLUMINATION LEVELS OUTLINED IN UFAS SEC. 4.28.1. RECEIVED . JUN 2 52009 PERMIT CENTER boci-100 FULL LENGTH OF THE PARKING SPACE TO OPERABLE PARTS 48° MAX TO ROD RAMP DOWN MAX 6 "RISE 16' -0" RUN UNIT A8 ACCESSIBLE THRESHOLD PER DTL. 14/A00.4 6" MAX STEP NEW CONCRETE PAD FLUSH WITH PARKING LOT & GROUND FLOOR SLABS EXTENSION OF EXISTING CULVERT OR NEW ONE AS REQ'D SLOPED — — — — SCOPE DOWN _ — — MAX1:5Q_ — — — — _MAX 1:50_ z UNIT A7 MAX 6" RISE/ 6' -0" RUN 1 1 1 1 1 1 1 1 l 11 I I I I II 1 I t II ■ 1/4"=1'-I3" N - MINN - - M - OF A w 0 J 0 ACCESSIBLE UNIT ENTRY SEAT 0 0 � 4' -0" MIN. C 5' -0" AS DRA 0 RAMP DOWN -i Ili Il II MINN I I II I I 111 =MI MIN - IN= - -- UP -1A -A8 MEDICINE CABINET CURTAIN ROD PAINTED WATER RESISTANT GWB UNIT A8, A7 MIRROR TYPICAL ACCESSIBLE BATH PLAN 5 N 1/2 " =1' -0" • 1 1 1 1 1 1 1 1 1 1 PC- IE.dwg ZD O M OFFICE 2 B A 1' -0" MIN WASHER 1 DRYER/ STACK? ADA DRYER ADA WASHER EXTERIOR SIDEWALK ■ 1530 @ A7 SP 1230 @ A8 FE 30" HOOD L PAINTED GWB 00 0000 w o 1530 FE 3015 SP ADA/ REF. LO SP BD 15 @ A7 FE BD12 @A8 UNIT A8, A7 MIRROR TYPICAL ACCESSIBLE KITCHEN PLAN 3' -0" MIN PAINTED GWB SOFFIT 3015 FE IAC 112 " =V -0" LIGHT W/ ACCESSIBLE LIGHT SWITCH; BETWEEN 4' -0" AND 3' -0" AFF 1' -0" MIN MAINT. V-6" 1' -6" MIN. CLR. XACTLY FROA FINISHED FACE LAUNDRY ( 24 M 36 R FLUSH CONTROL AT OPEN SIDE, 44" MAX AFF WASHER/ DRYER/ STACK? 1.0" MIN. CLI3. FE NOTES: 1. ADA WASHER & DRYER MUST COMPLY WITH DTL. 10 /A00.4 2. NEW REQUIRED MECHANICAL & PLUMBING TO BE DESIGN BUILD, NEW PLUMBING & MECHANICAL TO REFLECT LAYOUT OF THIS PLAN. BD 15 CURTAIN ROD PAINTED WATER RESISTANT GWB CV c) 1' -3" J U PROVIDE NEW VENTILATION FAN & ELECTRIC RESISTANCE FAN HEATER. FE SEAT ONE PIECE ACCESSIBLE FIBERGLASS STALL PREFERRED; LASCO #1363 USED AS BASIS OF DESIGN; INSTALL PER MFR. 0 PC- IE.dwg C B MAINT. I LAUNDRY 7 PAINTED GWB SOFFIT 2130 @ A7 1830 @ A8 DEMO FLOOR SLAB; REPLACE WITH ONE FLUSH TO SIDEWALK; OTHERWISE PROVIDE UFAS & ANSI 117.1 COMPLIANT RAMPS, NO GREATER THAN 1:12 SLOPE AS REQU'D; TYP. EXISTING WINDOW NEW U -.20 DOOR, TYP. FURR OUT EXTERIOR 2X4 WALL TO A MINIMUM OF 5 -1/2" CAVITY DEPTH AND FILL WITH R -21 INSULATION, TYP.; PAINTED GWB 3030 1230 SP BD 21 @ A7 BD18 @A8 2' -6" OPEN PROVIDE TEMP SHIELDING AT EXPOSED DRAIN & HW SUPPLY, TYP. MIN. CLR. WORK SPACE 4'-6" MIN. GRAB BAR PROVIDE BLOCKING W C PAINTED GWB FURR OUT WALL BEYOND LAUNDRY DUCTS NEW ELECTRIC RESISTANCE FAN HEATERS PROVIDE SEPARATE ELECTRIC RESISTANCE FAN HEATER FOR EACH OFFICE SPACE SINK /U) 1' -3' M N. CLR SIN c_ REVIEWED FOR CODE COMPLIANCE APPROVED AUG 0 4 2009 City of Tukwila BUILDING DIVISION pc! A_ ?gig • RYS • CLOSET CLOSET RELOCATE, VENT HOOD FANS AS REQ'D. REQU'D CLEAR SPACE, TYP. KEEP DOOR LIVING ROOM RELOCATE, VENT FANS, AS REQ'D. BEDROOM 3 UNIT A8 PLAN D C 1 21068 1 I og I ♦(- I — BATHR L F,_ __ __ - 1 F - 9 L_-L n J 1 = 7'-5 1 /2" CLOSET B ( 1 _ G ) 1 � � J 1 I e 1 A ' J • UP -1A -A8 U E 1 1 1 1 1 rA 1/4 " =1' -0" O - -7I F 1H 1 { --- I-.� -11 1 1 1 - � �% t` Li L_ - J o _— I I t - I 1 1 I 1 6 _ = LIVING ROOM REQU'D CLEAR Q L _ SPACE, TYP. z -t_I rn k-- - -1 M 1 KI N CV • v �0 �vIIN. RELOCATE, VENT FANS, AS REQ'D. \ BEDROOM 1 121068 1 I 11 \ 11 UNIT A7 DEMO PLAN RELOCATE, VENT HOOD FANS AS REQ'D. U CLOSET 1210681 — - - Cl OD CO N BEDROOM 2 �\ 1 12106 1 �\ L - - -= - - --E T t;LOSET G 1 RECEIVED JUL 2 8 2009 PERMIT CENTER D i0 UP -2A -A7 0 00 00 N 0 0 CO W 1..1� 0 Ll 0 U_ LL U 0 00 Cfl 00 sce co t!) N CO CV M 00 O rn W CL ti CL GV co DRAWING ISSUE FOR PERMIT ONLY THIS DOCUMENT HAS BEEN PREPARED FOR PERMIT APPLICATION AND IS SUBJECT TO REVIEW AND MODIFICATIONS BY GOVERNMMENT AGENCIES DRAWING TITLE PLANS SCALE: PLOT DATE: CAD FILE: PROJ. MGR.: DRAFTER: 1/4" =1' -0" 23-Jul-09 PC- A2201.DWG BH AL SHEET NO. A22.1 TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION 0 0 0 3 i VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE 1. Inspection of reinforcing steel, including prestressing tendons, and placement. - X ACI 318: 3.5, 7.1 -7.7 1913.4 2. Inspection of reinforcing steel welding in accordance with Table 1704.3, Item 5b. - _ AWS D1.4 ACI 318: 3.5.2 - 3. Inspect bolts to be installed in concrete prior to and during placement of concrete where allowable loads have been increased. X - - 1911.5 4. Verifying use of required design mix. - X ACI 318: Ch. 4, 5.2 -5.4 1904.2.2, 1913.2, 1913.3 5. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete. X - ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 1913.10 6. Inspection of concrete and shotcrete placement for proper application techniques. X - ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 7. Inspection for maintenance of specified curing temperature and techniques. - X ACI 318: 5.11 -5.13 1913.9 8. Inspection of prestressed concrete: a. Application of prestressing forces. b. Grouting of bonded prestressing tendons in the seismic- force - resisting system. X X _ AC1 318: 18.20 ACI 318: 18.18.4 -- 9. Erection of precast concrete members - X ACI 318: Ch. 16 - 10.Verification of in -situ concrete strength, prior to stressing of tendons in posttensioned concrete and prior to removal of shores and forms from beams and structural slabs. - . X ACI 318: 6.2 - 11.Inspect formwork for shape, location and dimensions of the concrete member being formed. _ X ACI 318: 6.1.1 - ForSI: 1 inch= 25.4mm. a. Where applicable, see also Section 1707.1, Special inspection for seismic resistance. 2006 INTERNATIONAL BUILDING CODE 331 (I) * 4 CONT. TOP 4 BOT. 1111E111 0 A� 111 11 =11 o °: a g o °o IS = � I�lil EX. 2x4 WALL EX. 2x4 PT PLATE w/ 5/8"S SIMPSON KUJIK BOLT 'TZ' 4' - "oc EMBED 5" TIP. 18' • 4 x !8"oc SL ON GRADE R PLAN PLASTIC VAPOR BARRIER ND COMPACTED GRANULAR PER SOILS ENGINEER kv 4 "A - Koo r L r L 1 /SUD H NEUJ SLAB ON GRADE w/ 6x6 - WI.4xW1.4 W.W.M. NEW WALL PER ARCN'L EX. 2x4 16 "oc STUD WALL 1 1 J L INSPECTION SCHEDULE OFFICE FOUNDATION / FLOOR PLAN 1/51.0 GENERAL STRUCTURAL NOTES (The Following apply unles shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2006 EDITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND ALL OTHER DISCIPLINES' DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF MY DISCREPANCIES PRIOR TO CONSTRUCTION. DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING, DURING THE BIDDING PERIOD, OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED N ORDER TO CONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL BE THE `RESPONSIBILITY OF THE AND WORK SHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY MD MUST BE FIELD VERIFIED BY THE CONTRACTOR OR THE CONTRACTOR'S SUBCONTRACTOR. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACII'Ys FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED N ACCORDANCE WITH THE PLANS_ 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK 6. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ONLY ON SHOP DRAWINGS WILL NOT SATISFY THIS REQUIREMENT. 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF FIELD ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION N ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER 9. INSPECTION: CONCRETE CONSTRUCTION, INSPECTIONS SHALL BE SUPERVISED N ACCORDANCE WITH SECTION 109, SECTION 1104, AND SECTION 1108 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. SEE-INSPECTION SCHEDULE ON Sly GEOTECNNICAL 10. FOUNDATION AND SLAB NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN BY THE INDIVIDUAL TESTING AGENCY AT THE TIME OF EXCAVATION. CONCRETE 11. CONCRETE 51-IALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 - DAY STRENGTH OF f'c : 3,000 P51 AND MIX SHALL CONTAIN NOT LESS THAN 5 -I/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED F A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER THE - BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER ANC ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA N ACCORDANCE WITH ACI 31S SECTION 53. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AlR- ENTRAINED WITH AN AIR- ENTRAINING AGENT CONFORMING TO ASTM C260 -0I, C494M -05a, C618 -03, C989 -05 AND C1011M -05. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH ACI 318 TABLE 4.2.1. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A6I5 (INCLUDING SUPPLEMENT S1), GRADE 60, fy : 60 ,000 P5I. EXCEPTION: ANY BARS SPECIFICALLY NOTED ON TIE DRAWINGS AS "GRADE 40 ", fy : 40000 P5I. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO A511 A106. REINFORCING COMPLYING WITH ASTM A6I5(51) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A111.5. D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -135. SPIRAL REINFORCEMENT 514ALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy : 60 ,000 P5I. 13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH SP - 66 (04), ACI DETAILING MANUAL AND THE LATEST EDITION OF ACI 318. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2' -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC ,4 MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED N HARDENED CONCRETE 51-IALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGNEER 14. CAST -N -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS .THROUGH CONCRETE WALLS.- SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. JOISTS:A: (2 X MEMBERS) (3 X AND 4 X MEMBERS) WOOD 15. FRAMING LUMBER SHALL BE KILN DRIED, AND GRADED AND MARKED IN CONFORMANCE WITH W.C1.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS, UNLESS OTHERWISE NOTED ON THE PLANS: BEAMS AND STRINGERS: (INCLUDING 6 X 10 AND LARGER MEMBERS) POSTS AND TIMBERS: (6 X 6 AND LARGER) STUDS, PLATES 4 MISCELLANEOUS LIGHT FRAMING: BOLTED FRAMING: STUDS, LEDGERS, AND PLATES DOUG FIR *2 MINIMUM BASIC DESIGN STRESS, Fb : 900 P5I DOUG FIR 4 1 MINIMUM BASIC DESIGN STRESS, Fb : 1000 PSI DOUG FIR 1 1 MINIMUM BASIC DESIGN STRESS, Fb : 1200 P51 DOUG FIR *2 MINIMUM 13451C DESIGN STRESS, Fb : 900 P5I DOUG FIR STANDARD GRADE MINIMUM BASIC DESIGN STRESS, Fb : 515 P51 DOUG FIR *2 MINIMUM BASIC DESIGN STRESS, Pb = 900 P51 16. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE PRESSURE - TREATED WITH ALKALINE COPPER QUATERNARY (ACQ). ALL INTERIOR (INCLUDING CRAWLSPACES) WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH SODUIM BORATE (SBX). PROVIDE 11110 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL METAL CONNECTORS IN CONTACT WITH "ACQ" PRESSURE - TREATED LUMBER 51-1ALL BE TYPE 304 OR 316 STAINLESS STEEL. 11-115 INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER IS USED IN INTERIOR CONIDITIONS, G185 ( "1-10T -DIP" GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) METAL CONNECTORS MAY BE USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2" THICK OR GREATER NEED NOT BE GALVANIZED FOR INTERIOR USE, NOR DO THEY NEED TO BE STAINLESS STEEL FOR EXTERIOR USE. METAL CONNECTORS 1/2" THICK PLUS ARE TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED OTHERWISE BY THE ARCHITECT. 11. ALL WOOD PLATES N DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH ACQ -D (OR SIMILAR) CHEMICAL TREATMENT. PROVIDE 2 LAYERS OF ASPHALT - IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL HOLDOWNS, HANGERS, ANCHOR BOLTS AND THREADED RODS, CONNECTORS AND NAILS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE EITHER STAINLESS STEEL OR GALVANIZED TO G180 OR BETTER SPECIFICATIONS. 18. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG - TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NOG - 2001. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE of FASTENERS AS SPECIFIED BY MANUFACTURER CONNECTORS SHALL BE INSTALLED N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS 5HALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS 51 BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS. ALL TRIPLE -JOIST BEAMS 51-IALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES - JOIST HANGERS: le. WOOD FRAMING NOTES -- THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS 51 BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOF. B. WALL FRAMING: ALL STUD WALLS SHOIIN AND NOT OTHERWISE NOTED 51 BE 2 x 4 STUDS 016" O.C. AT INTERIOR WALLS AND 2 x 6 a 16" O.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM 51-IALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS 5HALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT. ALL STUD WALLS ATTACHED TO CONCRETE FOUNDATION WALLS SHALL HAVE THEIR LOWER WOOD PLATES BOLTED WITH 3/4" DIAMETER ANCHOR BOLTS a 6' -0" O.C. WITH 3" x 3" x 1/4" SQUARE WASHERS OR 2 -1/2" DIAMETER ROUND WASHERS UNLESS OTHERWISE NOTED. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELLOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED WITH 5/8" DIAMETER ANCHOR BOLTS a 6' - 0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL. BE NAILED TO EACH OTHER WITH I6d a 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES AND GYPSUM SHEATHING ON EXTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 1" OC. USE 5d COOLER NAILS FOR 1/2" GWB AND 661 COOLER NAILS FOR 5/8" GWB. USE °11 GAUGE, 1-3/4" LONG, 1/16" HEAD, DIAMOND POINT, GALVANIZED NAILS FOR EXTERIOR SHEATHING. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS N FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING 9 8' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d a 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS a 6" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS A5 SHOWN ON PLANS AND a 12" O.C. (10" O.C. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE. APPROVED PLYWOOD -EDGE CLIPS CENTERED BETWEEN JOISTS /TRUSSES AT UNBLOCKEW ROOF SHEATHING EDGES OR PROVIDE SOLID BLOCKING. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE - AND - GROOVE JOINTS AT UNBLOCKED EDGES OR 51-IALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO PLATE WITH I6d a 12" O.C. OR (2)16d EACH END AT SUPPORTS UNLESS OTHERWISE NOTED. OCT 062010 REVIE F [-- DE COMPLI AUG 0 4 2009 ity of Tukwila ©ING DIVISI 0f RECEIVE JUL 2 8 2009 PERMIT GENTEP REVISIONS NO DATE DESCRIPTION I.L. GROSS STRUCTURAL ENGINEERS 207 FIRST AVENUE SOUTH SUITE 250 SEATTLE, WASHINGTON 98104 Phone (206) 623 -0769 Fax (206) 623 -9081 (i) z 16- O <lc (t 0 O z w U w U. U o u- 1f2lI� PERMIT CORRECTIONS TITLE GENERAL STRUCTURAL NOTES, PLAN AND DETAILS DESIGNED DRAWN CHECKED DATE JOB NUMBER VM KJT VM 6/10/2009 silo