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HomeMy WebLinkAboutPermit D16-0303 - ABU-BAKR ISLAMIC CENTER - RESTROOMSABU-BAKR ISLAMIC CENTER 14101 TUKWILA INTERNATIONAL BLVD D16-0303 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 1610000125 DEVELOPMENT PERMIT Permit Number: D16-0303 14101 TUKWILA INTERNATIONAL Issue Date: 2/8/2017 BLVD Permit Expires On: 8/7/2017 ABU BAKR ISLAMIC CENTER Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ABU-BAKR ISLAMIC CTR OF WA PO BOX 68069 , TUKWILA, WA, 98169 ABDIRISAK AHMED 14101 TUKWILA INT'L BLVD , TUKWILA, WA, 98168 NEW WAVE CONSTRUCTION INC 4723 UNIVERSITY WAY NE , SEATTLE, WA, 98105 NEWWAVWC864CC ABU BAKR ISLAMIC CENTER 14101 TUKWILA INTERNATIONAL BLVD , TUKWILA, WA, 98168 Phone: (206) 214-0200 • Phone: (206) 527-8911 Expiration Date: 2/3/2018 DESCRIPTION OF WORK: ADDING TOILETS AND ABOLISHING FAUCETS AND WASHING BODY ROOM Project Valuation: $10,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $491.22 Occupancy per IBC: Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter• Volumes: Cut: 0 Fill: 0 Number: 0 No t I _ D l U I�% LA }�l Date: �` [rPermit Center Authorized Signature: / 1 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to ty conditions attached to this permit. Signature: Print Name: Date This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 3: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: 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) 2: 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) 4: Maintain fire extinguisher coverage throughout. 5: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 6: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 7: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 8: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6) 9: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 10: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit hardware. (IFC 1008.1.10) 11: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3) 12: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum-to-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1) 16: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 14: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 21: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 22: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 807.1, 807.2) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 23: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 24: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 25: ***BUILDING PERMIT CONDITIONS*** 26: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 27: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 28: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 29: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 30: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 31: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 32: 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. 33: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 34: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 35: 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. 36: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL 0409 FRAMING 0406 SUSPENDED CEILING CITY OF TUX. LA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: lei'1DI °TUJ t/JILA taL/2/JA AAA Suite Number: Floor: Tenant Name: 4 P,1A 1A('- / �t-,�7ui1 C � 'lam New Tenant: ❑ Yes ❑ .. No PROPERTY OWNER Name: M (CI g'k + 'bv16 Name: kg f.( 131;441/4-p— IP -km( c C & r h�, — Address: `g161 11-IXOL(_lP ! id71— A L 03City: r -T- t) W41 LA....State: Wp Zip: Tukwila Business License No.: V z'l Z, /tic CONTACT PERSON — person receiving all project communication Name: M (CI g'k + 'bv16 /� Address: ill/ 01 °��((C(�iL aL✓c> Zip: City:17A (44,01. Li:),,,. State: kips �/ Phone: 2o �..,',iU Q 24-b Fax: Email: 64,14 v tki, Gtwe.,,(lSlGtrtitc. GENERAL CONTRACTOR INFORMATION Company Name: R 1 a - I Woo fe . _ �SkyNG --14 Address: / f [ 1 1 1�totti.441� T 471104 City: C Et State: A Zipr,Z tg tar - (3 Phone: 2.4,i,Li. -7 gi It Fax: b1� 'L7 I-1 Contr Reg No.:cc/JALj k)ALC Exp Date: 'Ll312_916 1 Tukwila Business License No.: V z'l Z, /tic H:Wpplications\Forms-Applications On Line\2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh L. ARCHITECT OF RECORD Company Name: IkV J ,,, }� /� v Vc ,_.r. C2 Architect Name: 6 Lai.) / v ►1 L( 2 L Address: . Engineer Name: City: State: Zip: Phone: Fax: Email: City: ENGINEER OF RECORD Name: Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ tter(t Existing Building Valuation: $ Describe the scope of work (please provide detailed information): 1 -v -4c1,1 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 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:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ 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:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 2 of 4 r' /PUBLIC WORKS PERMIT INF ✓IATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline 0 ...Valley View 0...Renton 0 ...Sewer Availability Provided 0...Renton ❑... Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0 .. Bond 0...Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut cubic yards 0 .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control 0 .. Backflow Prevention Fire Protection Irrigation Domestic Water ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) 0 .. Water Only Meter Size 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) ❑ ... Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0...Work in Flood Zone 0...Storm Drainage 0...Abandon Septic Tank ❑...Curb Cut 0...Pavement Cut O ...Looped Fire Line ❑ .. Sewer Main Extension Public 0 .. Water Main Extension Public WO # WO # WO # Private ❑ Private 0 ❑ ... Grease Interceptor 0... Channelization 0...Trench Excavation 0... Utility Undergrounding (2) " WO # (3) (2) " WO # (3) ❑ .. Deduct Water Meter Size " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line 0 .. Water ❑ .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip • H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT 0 Signature: Print Namrt2 � \� & Mailing Address: 47'714U .) L L. VLAkY I Ive- H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Day Telephone: Date: RAL k b —61Ct City Stale Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $491.22 D16-0303 Address: 14101 TUKWILA INTERNATIONAL BLVD Apn: 1610000125 $491.22 DEVELOPMENT $476.90 PERMIT FEE R000.322.100.00.00 0.00 $286.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $186.10 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $14.32 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9816 R000.322.900.04.00 0.00 $14.32 $491.22 Date Paid: Monday, November 07, 2016 Paid By: RIZMAN SAMAD Pay Method: CREDIT CARD 05824G Printed: Monday, November 07, 2016 3:43 PM 1 of 1 rSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Did - 0303 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pr ject: C /Sa/e,ce ABei.- e ) Jnwa Type of Inspection: ` uILD;AirG ,FINAL Address: IN/0/ rue la /L ftvb Date Called: Special Instructions: Date Wand i l7 m. Requester - Phone No: 114 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: a &"t—D/NG- Inspector: Date: cr_g,I 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit IhiG -Oso3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: GU- RAg.g. i Surm lc: CThuIMJ&n/:4-L Beit (0)+--.01gG- 6Nf-(-- T e of Inspection: Ai,:f 's .41 N t l e4i F►QAim st Di w! -L -L_ Address: 'l Al ' - _D I ' P Act-) t6. F . 7 MD -1z> 4, Date Called: A-l1iit ri--c= 12 CSI i illfrkirtZ (-SOW - \ Special Instructions: "Date Want d: t /3, 17 p.m. Requester: /1 Phone No: k Approved per applicable codes. 1Corrections required prior to approval. COMMENTS: I, LL0 ALL TatOrgS I rR4 fi1tiIAO Beit (0)+--.01gG- 6Nf-(-- - R4' s7'Roc3 i,,: .5"ri-LL. 1 R ' ap_g Ai,:f 's .41 N t l e4i F►QAim st Di w! -L -L_ 77:3c r4. t>F —RN l_fre...7—, 'l Al ' - _D I ' P Act-) t6. F . 7 MD -1z> 4, A-l1iit ri--c= 12 CSI i illfrkirtZ (-SOW - \ Inspector: Date: 6 ` 17 1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Di(r, - 03V3 'ect: /51.417,' 3 fl C'+r117E/? PAPI: Type of Inspection: eta 9 M-57440/R/G- Ad/ / / �� j� f- 1/0/ < i B Date Called: Special Instructions: Date Wanted: 3-17 Crri p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: b 6-/e 75457-740/64 Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14,-01D3 1D3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: %i',e v- „Pytkie Type of Inspection: 41A1-1-1-- /N50 i 7 Address:pp�� /®/ 77 /' Z3 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: /Siotrvilt, AIBL — p ICaz Canzie Type of Inspection: UAW, &SW CA) Address: /Q/QJ TUe hurt Rt Date Called: Special Instructions: Date Wane S—. I / 7 �{!�/l%v PIE -Asa m. Reques er. Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: x.®cto ' c '5S, ?"9,5-4/4 -Sc cr- - Pf' , ,NS Pc77 W' Inspector:,3 Date:, l% REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION b) _ ° 30 3 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Pr ject: )GfhMIC -bA) C6 Typ spection:A �iti- Ol` . Address: /1//01 z Mk &.Ib Date Called: Special Instructions: Date Wante 7 am. p.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ol` . f144'/N— Cc ) 7N0-7Wr— Ut'0/' ®t‹ -7-c, /Nsain- frigg--/ /'dC4--- / Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 3L_`Type mei .7../fe_1.----%.,;(-( of Inspectin: ,4, `I Address:_ Suite #:7Q/Q/ 7,4 Contact Person: Special Instructions: Phone No.: RIApproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector. ),,,-s. /1, ---if c.. Date: Val Hrs.: / 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit U f b --63o3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: n Type of Inspection: Hrs.: Address:tt Suite #: / 1� � 776 Contact Person: 44 19)k Special Instructions: Phone No.: Pre -Fire: XV -2Q r � Approved per applicable codes. Corrections required prior to approval. COMMENTS: Lt7IN0 c Ll,- /2 , -t _- 1 Gou,51--Tzcam= Needs Shift Inspection: VC5 Sprinklers: V- 5 Date: it(, 7i -W___ Hrs.: I Fire Alarm: V./ C-5 Hood & Duct: Monitor: /N L /r , y -r , Pre -Fire: XV -2Q U 00 T Permits: Occupancy Type: Inspector: r-21-7 ,..4-- Date: it(, 7i -W___ Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Joanna Spencer From: Dana Dick <danad@valvue.com> Sent: Wednesday, February 01, 2017 10:56 AM To: Joanna Spencer Subject: RE: Abu Bakr Islamic Center @ 14101 TIB D16-0303 They have filled that out with us. Sent from my Windows Phone From: Joanna Spencer Sent: 2/1/2017 10:53 AM To: Dana Dick Cc: Joanna Spencer Subject: Abu Bakr Islamic Center @ 14101 TIB D16-0303 Good Morning Dana, They have applied for a permit to add toilets, abolishing faucets and body washing room. They obtained a Valley view permit 7411, see attached. Did they fill out a King County Non -Residential Sewer Use Certificate form with the District already, or we shall ask for it? Joanna Spencer Development Engineer Public Works Department 6300 Southcenter Blvd, Suite 100, Tukwila, WA 98188-2544 Phone: 206 431-2440 Fax: 206 431-3665 1 D 16 - 0 303 City of Tukwila Department of Community Development November 22, 2016 ABDIRISAK AHMED 14101 TUKWILA INT'L BLVD TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0303 ABU BAKAR ISLAMIC CENTER - 14101 TUKWILA INT'L BLVD Dear ABDIRISAK AHMED, Allan Ekberg, Mayor Jack Pace, Director RECEIVED CITU OF TUKWILA JAN 31 2017 PERMIT CENTER This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide plan set signed and stamped by the architect. See "Stamp and Signatures" above. ,4s SaiSriree 2. The lighting for the new ceiling is not specified. Identify type of ceiling fixtures. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center off page �"2�01'5lWSEC Commercial Provisions - Compliance Forms"). � `ail �� Ft c'r -e -� ,' tN - loo i' -'-moi Note: This permit plan review may not be complete as revised plans may require further corrections. A Z ?eePW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. �)4 • 1. Applicant shall fill out the attached Non -Residential Sewer Use certification form and list all the new plumbing fixtures. Do not list fixtures to be replaced in kind. Gez&• 2. A Reduced Pressure Principle Assembly (RPPA) shall be installed immediately downstream of the existing water meter, if none is existing. Applicant shall contact Mr. Dave Brower, Water District #125 Field Forman @ (206) 242-9547 regarding water cross -connection control requirements for premise and in -premise isolation. Submit WD #125 Islamic Center backflow status and deficiency email. 1--4� CORRE TION LTR# t:il'o3o3 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely, Rachelle Ripley Permit Technician File No. D16-0303 RECEIVED ED CITY OF TUKWILA JAN 312011 PERMIT CENTER 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 OUTSIDE INSIDE REPAIRS DEPOSIT $ jp o.. Oe -3 alley lier�T. PHONE: 206-242-3236 SIDE SEWER PERMIT VALLEY VIEW SEWER DISTRICT 3460 South 148th Street, Suite 100 • Seattle, Washington PERMIT 7 411 EASEMENT No. RECEIPT No. DATE 10-(-1- (tz, OWNER R T Lin,G C,.2-c.r or LA CONTRACTOR: Na --J InIa.�L, HOUSE ADDRESS I O 1 7, it I n4- l? IVd 92148 BASEMENT: YES NO NAME SUB -DIVISION LOT No. Permit has been granted (0 - `t - I L Approved by BLK. No. Expiration Date (0" `I- 1-7 Permits not valid unless signd by district representative. Inspector's Report COR�IpN lTR# R 0 Test Report WATER : Lts-5, to • 2•-f Roof, Downspouts, Building Footing Drains, any Ground Water Drains, etc., are not allowed to be hooked into the sewer under this permit. ALL PLUMBING OUTLETS WILL BE CONNECTED TO THE SEWER. This permit is granted subject to the conditions set forth on the District's Application For Permit and is subject to all stipulations of the District's Side Sewer Resolution as amended and which are by this reference incorporated herein as though set forth in full. Inspector "CAUTION" NO BUILDING ON SEWER EASEMENTS RECEIVED CITY OF TUKWILA CALL FOR INSPECTION AT 242-3236 • DEWATER DITCH BEFORE INSPECTION • DISTRICT INSPECTION BEFORE BACKFILL • TEST SIDE SEWER BEFORE AND DURING INSPECTION JAN 31 2011 PERMIT CENTER SEPTIC TANK The King County Health Department Uniform Plumbing Code requires septic tanks to be completely pumped and filled with earth, sand, gravel, concrete or other approved material. SAFETY The Contractor shall comply with the Washington Industrial Safety and Health Act (RAW 49.17) and Safety and Health Standards such as Safety Standards for Construction Work (Chapter 296-155 WAC), General Safety and Health Standards (Chapter 296-24 WAC), General Occupational Health Standards (Chapter 296-22 WAC) and any other appropriate safety and health codes. Joanna Spencer From: davidbrower@waterdistrict125.com Sent: Thursday, January 26, 2017 3:33 PM To: Joanna Spencer Subject: Abu-Bakr-Islamic center Backflow protection Hi joanna just wanted to update you with the progress made with the Abu-Bakr-Islamic center at 14101 Tukwila International Blvd., they have currently met the standards requested by the water district by installing the RPBA devices in hot boxes for premise isolation. I have inspected the installation and it is satisfactory. I have also received the field test results which show they have passed the field test as well. Thank you so much for your time and keeping us informed of these additions being made to this facility, allowing us to properly protect our water system. 7 D16- 0303 1 City of Tukwila Department of Community Development November 22, 2016 ABDIRISAK AHMED 14101 TUKWILA INT'L BLVD TUKWILA, WA 98168 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0303 ABU BAKAR ISLAMIC CENTER - 14101 TUKWILA INT'L BLVD Dear ABDIRISAK AHMED, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Provide plan set signed and stamped by the architect. See "Stamp and Signatures" above. 2. The lighting for the new ceiling is not specified. Identify type of ceiling fixtures. Provide a completed 2015 Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to center of page "2015 WSEC Commercial Provisions - Compliance Forms"). Note: This permit plan review may not be complete as revised plans may require further corrections. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. Applicant shall fill out the attached Non -Residential Sewer Use certification form and list all the new plumbing fixtures. Do not list fixtures to be replaced in kind. 2. A Reduced Pressure Principle Assembly (RPPA) shall be installed immediately downstream of the existing water meter, if none is existing. Applicant shall contact Mr. Dave Brower, Water District #125 Field Forman @ (206) 242-9547 regarding water cross -connection control requirements for premise and in -premise isolation. Submit WD #125 Islamic Center backflow status and deficiency email. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely, Wrtb\i/ VA Rachelle Ripley Permit Technician File No. D16-0303 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT P6@RO COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0303 DATE: 01/31/17 PROJECT NAME: ABU BAKR ISLAMIC CENTER SITE ADDRESS: 14101 TUKWILA INTERNATIONAL BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: PFJ acvJU � Building Division .1,i4 ')-1101 Public Works Fire Prevention Structural Planning Division n ❑ Permit Coordinator N PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/02/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/02/17 Approved Corrections Required ❑ Approved with Conditions E ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0303 DATE: 11/10/16 PROJECT NAME: ABU BAKAR ISLAMIC CENTER SITE ADDRESS: 14101 TUKWILA INT'L BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Covi& Building Division G0- II\A Public Works pi -\\A pm° Fire Prevention Structural El 4-p 11-15-1/0 Planning Division rb Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 11/10/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/08/16 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Fire ❑ Ping ❑ PW 1A Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 t t ( Plan Check/Permit Number: U7 0c()." -- orcoor Response to Incomplete Letter # al Response to Correction Letter # �— ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: -34�� c�c LION1 " \ C Project Address: l 4--ruy_udLup, l y0L V Lk/ f Contact Person: ( S 1))4> Phone Number: ZZ) 6 9 ( l Summary of Revision: REC OF TUKWILA JAN 3 1 2017 FERRY CENTER Sheet Number(s): "Cloud" or highlight all areas of revision includin • date of re ion Received at the City of Tukwila Permit Center by: LJ- Entered in TRAKiT on W.\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 NEW WAVE CONSTRUCTION IN Washington State Department of Labor & Industries Home Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 2 A -Z Index Help My L&I Workplace Rights Trades & Licensing NEW WAVE CONSTRUCTION INC Owner or tradesperson Principals SAMAD, RIZWAN US, PRESIDENT SAMAD, RIZWAN US, AGENT Doing business as NEW WAVE CONSTRUCTION INC WA UBI No. 603 357 403 4723 UNIVERSITY WAY NE SEATTLE, WA 98105 206-527-8911 KING County Business type Corporation License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. NEWWAWC864CC Effective — expiration 02/03/2014— 02/03/2018 Bond ................. Philadelphia Indemnity Ins Co Bond account no. PB03138602199 $12,000.00 Received by L&I Effective date 02/03/2014 01/22/2014 Expiration date Until Canceled Insurance ........................... Preferred Contractors Ins Co R $1,000,000.00 Policy no. PCA5026-PC214422 Received by L&I Effective date 01/31/2017 01/22/2017 Expiration date 01/22/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. LSI Tax debts Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603357403&LIC=NEWWAWC864CC&SAW= 2/8/2017 NEW WAVE CONSTRUCTION INC No L&I tax debts are recorded for this contr license during the previous 6 year period, but some s may be recorded by other agencies. - License Violations ......................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 545,208-04 ................................. Doing business as NEW WAVE CONSTRUCTION INC Estimated workers reported Quarter 4 of Year 2016 "Less than 1 Workers" L&I account representative T2 / DAN STRATE (360)902-4635 - Email: STRE235@Ini.wa.gov Account is current. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603357403&LIC=NEWWAWC864CC&SAW= 2/8/2017 ABU BAKR Bathroom/Parlor Remodel TI 14101 Tukwila International Blvd, Tukwila, WA 98168 ABBREVIATIONS FIRE DEPT. NOTES PROJECT DIRECTORY PROJECT DATA SHEET INDEX / EGRESS A.B, A.D. ADDN'L ADJ A.F.F. ALUM. APPROX. ARCH. A.C. ASSY A.B. B.O. BD. BIT. BLDG. BLKG. BM. CAB. C.B. IBC IRC IMC UPC WSEC IFC IMC C.T. CEM. CL. CLG. CLR. COL. COMP. CONC. CONSTR. CONT. CONTR. CPT. CTR. DBL. D.F. DIA. DIM. DN. DR. D.S. DTL. DWG. EA. ELEC. EL. ENCL. EQ. EXIST. EXP. EXT. F.D. FDN. FIN. FF. FL. FLSHG. F.O.C. F.O.M. F.O.S. FRMG. FT. GA. GYP. H.B. H.C. HC H.M. HDR. HORIZ. HT. I.D. INFO. AT ANCHOR BOLT AREA DRAIN ADDITIONAL ADJACENT ABOVE FINISHED FLOOR ALUMINUM APPROXIMATELY ARCHITECT ASPHALTIC CONCRETE ASSEMBLY ANCHOR BOLT BOTTOM OF BOARD BITUMEN(OUS) BUILDING BLOCKING BEAM CABINET CATCH BASIN INTERNATIONAL BUILDING CODE INTERNATIONAL RESIDENTIAL CODE INTERNATIONAL MECHANICAL CODE UNIFORM PLUMBING CODE WASHINGTON STATE ENERGY CODE INTERNATIONAL FIRE CODE INTERNATIONAL MECHANICAL CODE CERAMIC TILE CEMENT CENTERLINE CEILING CLEAR COLUMN COMPOSITION CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CARPET CENTER DOUBLE DOUGLAS FIR DIAMETER DIMENSION DOWN DOOR DOWNSPOUT DETAIL DRAWING EACH ELECTRICAL ELEVATION ENCLOSURE EQUAL EXISTING EXPANSION EXTERIOR FLOOR DRAIN FOUNDATION FINISH FINISHED FLOOR FLOOR FINISH FLASHING FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FRAMING FOOT/FEET GAUGE GYPSUM HOSE BIB HOLLOW CORE HOLLOW METAL HEADER HORIZONTAL HEIGHT INSIDE DIAMETER INFORMATION INSUL. INT. JT. M.O. MAX. MBR. MECH. MFR. MIN. MISC. MTL. N.I.C. N.P.O.P. N.T.S. NAT. NOM. O/ O.C. O.D. O.H. OPEN'G OPP. P.LAM. P.T. PAR. PART' N PL. PLY. PR. PRPT. R.O. R. R.C.P. R.D. REF. REINF. REQ'D RF'G RM. S.B. S.D. S.C. S.S. SCH. SHT. SIM. SPEC. SPEC'D SQ. STD. STRUCT. SUSP. TEMP. T.O. THK. TYP. U.N.O. VERT. V.G.D.F. V.T.O. W.C. W/O W/ W/I WP. WR. WD. INSULATION INTERIOR JOINT MASONRY OPENING MAXIMUM MEMBER MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS METAL NOT IN CONTRACT NOT PART OF PERMIT NOT TO SCALE NATURAL NOMINAL OVER ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PLASTIC LAMINATE PRESSURE TREATED PARAPET PARTITION PLATE PLYWOOD PAIR PARAPET ROUGH OPENING RADIUS REFLECTED CEILING PLAN ROOF DRAIN REFERENCE REINFORCEMENT REQUIRED ROOFING ROOM SANDBLASTED STORM DRAIN SOLID CORE STAINLESS STEEL SCHEDULE SHEET SIMILAR SPECIFICATION SPECIFIED SQUARE STANDARD STRUCTURAL SUSPENDED TEMPERED TOP OF THICKNESS TYPICAL UNLESS NOTED OTHERWISE VERTICAL VERTICAL GRAIN DOUGLAS FIR VENT TO OUTSIDE WATER CLOSET WITHOUT WITH WITHIN WATERPROOF WATER RESISTANT WOOD ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH 2015 EDITION: PART 1 WASHINGTON ADMINISTRATIVE CODE (WAC) PART 2 INTERNATIONAL BUILDING CODE (IBC) PART 3 WASHINGTON STATE ENERGY CODE (WSEC) PART 4 INTERNATIONAL MECHANICAL CODE (IMC) PART 5 UNIFORM PLUMBING CODE (UPC) PART 9 INTERNATIONAL FIRE CODE (IFC) 2. FIRE DEPARTMENT INSPECTIONS AREA REQUIRED, SCHEDULE ALL INSPECTIONS 2 DAYS IN ADVANCE WITH THE CITY OF TUKWILA FIRE DEPARTMENT. 3. THIS PLAN REVIEW OR APPROVAL ENCOMPASSES THE TENANT IMPROVEMENT PLANS ONLY. THE IS AN EXISTING FIRE SPRINKLER SYSTEM(S), ALARM SYSTEM(S), HOOD SYSTEM(S), UNDERGROUND FIRE LINES AND/OR ANY OTHER FIRE PROTECTION SYSTEM OR REQUIRED FIRE DEPARTMENT PERMIT(S), UPGRADES IF NECESSARYREQUIRES A SEPARATE PLAN SUBMITTAL AND ARE NOT ENCOMPASSED IN THIS PLAN REVIEW OR APPROVAL. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK, IFC, CHAPTER 9, SECTION 901.2 4. EVERY ROOM SPACE THAT IS IN AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE SUBMITTED TO THE CITY OF TUKWILA FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION OR ALTERATION(S). IFC, CHAPTER 9, SECTION 901.2 5. EVERY ROOM SPACE THAT IS IN AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR ACCESS DOORWAY FROM THE ROOM OR SPACE. POSTED SIGNS SHALL BE SUBMITTED TO THE CITY OF TUKWILA FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION OR ALTERATION(S). IFC, CHAPTER 9, SECTION 901.2 6. SIGNAGE ABOVE MAIN EXIT DOORS WITH ONE -INCH LETTERS IS TO READ, "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". IFC CHAPTER 10. 7. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED PER IFC CHAPTER 9, SECTION 906. 8. THE EXISTING BUILDING IS EQUIPPED WITH A FIRE ALARM SYSTEM OF SPRINKLER MONITORING SYSTEM. 9. BUILDING ACCESS AND/OR GATE ACCESS IS REQUIRED. PROVIDE AN APPROVED KNOX BOX AT THE MAIN BUILDING ENTRANCE. MANAGEMENT TEAM: ABU-BAKR ISLAMIC CENTER OF WASHINGTON TUKWILA, WA 98168 CONTACT: ABDIRISAK AHMED (MOHAD) E: DIRECTOR@ABUBAKRISLAMICCENTER.COM ENGINEER/ ARCHITECT: AVALON PROJECT 1603 116TH AVE NE #115 BELLEVUE, WA 98004 CONTACT: GLEN MERKEL TEL. NO. 425-454-2331 EMAIL. GLEN@AVALONPROJECT.US MECH./PLUMBING: AVALON PROJECT / NEWWAVE CONSTRUCTION 1603 116TH AVE NE #115 BELLEVUE, WA 98004 CONTACT: GLEN MERKEL TEL. NO. 425-454-2331 EMAIL. GLEN@AVALONPROJECT.US ELECTRICAL: AVALON PROJECT / NEWWAVE CONSTRUCTION 1603 116TH AVE NE #115 BELLEVUE, WA 98004 CONTACT: GLEN MERKEL TEL. NO. 425-454-2331 EMAIL. GLEN@AVALONPROJECT.US OCCUPANT LOAD CALC. SECTION 1004 OCCUPANT LOAD IBC 2015 FIRST FLOOR (ASSEMBLY) FLOOR AREA: 14400/7 (720 max.) REVISIONS No changes shall bo made to the scope of work without prior approval of Tukwila Building Division NOTE: R3vision3 will require a na's/ plan submittal and may ins!ude additional p!an fee PROJECT SCOPE: ADDRESS: LEGAL DESCRIPTION: ASSESSOR PARCEL: GENERAL PLAN DESIGNATION: ZONING: ZONING DESIGNATION: EXISTING USE: DESCRIPTION OF USE: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: SPRINKLERS: STORIES: SQUARE FOOTAGE TOTALS: SITE AREA: MAIN FLOOR: ABU-BAKR ISLAMIC CENTER OF WASHINGTON 14101 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA 98168 CLARKS JAMES GARDEN ADD E 5 FT OF LOT 4 TGW ALL LOTS 5 & 6 TGW N 89 FT OF LOT 11 TGW N100FTOFLOT 12 -PORTION OF PARCEL A OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L99-0072 RECORDING NO 19991007002061 161000-0125 NCC RELIGIOUS ASSEMBLY / EDUCATION RELIGIOUS ASSEMBLY E V -B EXISTING 1 53,601 SF 14,400 SF PARKING EXISTING: CITY OF TUKWILA REQUIREMENTS ARCHITECTURAL: A0.1 TITLE SHEET AND PROJECT INDEX A0.2 GENERAL NOTES AND SPECIFICATIONS A1.1 FLOOR PLAN AND DETAILS A1.2 TYPICAL ACCESSIBILITY NOTES A1.3 ARCHITECTURAL DETAILS CORREQTIOM LTR#.A----- Dlb o 3 0 3 RECEIVED CITY OF TUKWILA JAN 31 2011 PERMIT CENTER SITE CONDITION CODE INFORMATION DEFERRED SUBMITTAL(S) SCOPE OF WORK VICINITY MAP 43 THE CONTRACTOR SHALL CONFORM TO ALL CODE ORDINANCES ETC. WHICH HAVE JURISDICTION OVER THIS WORK. BELOW IS A LIST OF MAJOR STANDARDS LISTED FOR CONVENIENCE ONLY. REFERENCE TO A STANDARD MEANS, THE LATEST EDITION OF SUCH STANDARD AT DATE OF BUILDING PERMIT. THE CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR COMPLIANCE WITH LATEST REVISIONS OF ALL OTHER APPLICABLE CODES AND ORDINANCES NOT LISTED HEREIN. 2015 WASHINGTON ADMINISTRATIVE CODE (WAC) 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 UNIFORM PLUMBING CODE (UPC) 2015 INTERNATIONAL FIRE CODE (IFC) SEPERATE ELECTRICAL PERMIT SEPERATE MECHANICAL PERMIT SEPERATE PLUMBING PERMIT COPY Permit IIq 171(e fog Plan reviev. c pprov.T! is subject to errors and ori iss!cns. Approval of col L,iruci'son documents does not cu heAll the violatior of any adopted code or ordinance. Rccc': t of approved Field Copy and l. nditions is a 'IP v;or, zJ: -41 Dai o: City cf Tukwila BUILDING DIVISION ,.E-1;', 11:.1 L.1 i: -,:c -LJ FOR: I rMochanical E'Elcctrical Lllumbing O Cas Pipini City of Tukvs, iia l;l_ill_Cgpy Ci DIV SION COMMERCIAL TENANT IMPROVEMENT LOCATED AT THE CORNER OF S 141ST ST AND TUKWILA INTERNATIONAL BOULEVARD IN TUKWILLA. ADA COMPLIANCE (ACCESSIBILITY) TO REMODELED BATHROOM. INTERIOR NON-STRUCTURAL IMPROVEMENTS TO BE: REALIGN EXISTING WITH NEW PARTITIONS FOR NEW ADA BATHROOM AREA, DRYWALL AND PAINT FINISH. NEW FLOORING FINISH, REPAIR AND UPDATE. ACOUSTICAL CEILING GRID AND RETAIN LIGHTING. REMODEL EXISTING BATHROOMS WITH NEW FINISHED FLOORING AND WALL TILE. NEW BATHROOM FIXTURES. INSTALL AND RELOCATE EXISTING ADA DRINKING FOUNTAIN ALL PRE-EXISTING WIRED 24"x48" Parabolic Fluorescent Lights TO REMAIN AND ALIGNED IN REMODELED CEILING GRID 15,078 S.F. OF COMMERCIAL OFFICE USE ON A 29,000 SF SITE. IMPROVEMENT(S) TO 12,847 SF MAIN AND UPPER LEVEL(S) PLUMBING FIXTURE COUNT IN ACCORDANCE WITH CHAPTER 29 TABLE 2902.1 FOR MIN. REQUIREMENTS TYPICAL WALL FINISHES WILL BE PAINTED (LEVEL 4) 5/8" G.W.B ALL WALLS TYP. NORn SeaTac Pi S138th St '5142nd St 4ffi SlS144th St 3154th St.. Seattle -Tacoma International Airport, 5148th St.: S 150th St s terin st N tttlll""" 14101 Tukwila International Boulevard N ` S14416St • b c a $ slsnth st 0 _5 S152nd St S 154th St r . Southcente'eV 618 Ste SeaToc Rental :: 'gg� CarFaciIity 0160th St' l 7i1"!7 1641h St Bonney -Watson w f 166th St 1S17001S< r n n , S173rd Sl �o� S 176th St 5160th Sl S 168th SI 5170th St 5 176th 01 1B o Tukwila 9� S1471h St ss Starfire Sports lukWila Fj, ■ 6 Westfleld Southcentl Slrnnder Blvd SOUTHCENTER 'Mlnkter Blvd: Costco Wholesale e AVALON PROJECT AB U-.BAKR 4423 REGISTERED AtR ITCTS EDI LINARDIO STATE OF WASHINGTON 1 1 1ST PLAN REVIEW CORR 16/1/4 Revision Number Revision Description Revision Date Revision Schedule _} 1200112th Avenue NE #6150 Bellevue, WA 98005 714-336-4714 Client: ABU -BAKE_ REVIEWED FO -c CODE COMPLIAf IC APPROVED FEB 0 2 20 7 a BUILDING DIVISIOPJ (Drawn By: GPM Date: Oct 28-2016 Scale: 1 1/2" = 1'-0" ee A0.1 General Notes and Specifications: THESE CONDITIONS ARE BINDING ON THE GENERAL CONTRACTOR AND EACH SUB- CONTRACTOR INSOFAR. THEY APPLY TO THE WORK OF EITHER, THE CONTRACTOR SHALL PROVIDE ALL LABOR MATERIALS, APPLIANCES AND EQUIPMENT REQUIRED TO COMPLETE ALL WORK, ETC. AS SHOWN ON DRAWINGS. UNLESS OTHERWISE SPECIFIED. THE BUILDING OWNER SHALL OBTAIN AND PAY ALL NECESSARY PERMITS, SPECIAL INSPECTIONS AND OTHER FEES, BOTH PERMANENT AND TEMPORARY, NECESSARY TO COMPLETE THE WORK. THE CONTRACTOR SHALL GUARANTEE AND VERIFY ALL LINES, LEVELS, DIMENSIONS AND KNOWN CONDITIONS, AND WILL BE HELD RESPONSIBLE FOR THE CORRECTNESS OF HIS WORK. ANY OMISSIONS AND/OR DISCREPANCIES IN THE DRAWINGS NOTED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO STARTING WORK. THE CONTRACTOR SHALL GUARANTEE AND MAINTAIN ALL WORKMANSHIP, MATERIALS AND LABOR FOR A PERIOD OF ONE YEAR OR LONGER, AS SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS, FROM DATE OF COMPLETION OF THE CONTRACT AND MAKE GOOD ANY ITEM PROVING DEFECTIVE DURING THAT TERM WITHOUT AM/ COMPENSATION. THE CONTRACTOR SHALL SUBMIT THE GUARANTEE IN WRITING TO THE TENANT ON BEHALF OF HIMSELF AND HIS SUBCONTRACTORS. THE CONTRACTOR'S GUARANTEE SHALL EXTEND TO MATCH THE GUARANTEE FOR PRODUCT'S SYSTEMS AND INSTALLATIONS THAT HAVE BEEN REQUIRED TO HAVE GUARANTEE LENGTHS IN EXCESS OF ONE YEAR, AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL PROTECT OWNER FROM CLAIMS MADE UNDER WORKMAN'S COMPENSATION AND PUBLIC LIABILITY ACTS WHICH MAY ARISE UNDER THIS CONTRACT, WHETHER BY HIMSELF, BY ANY SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY HIM. CERTIFICATES OF INSURANCE SHALL BE FILED WITH THE OWNER BEFORE STARTING THE JOB AND SHALL BE SUBJECT TO OWNERS APPROVAL. NO EXTRA WORK SHALL BE PAID FOR EXCEPT AS ORDER BY THE ARCHITECT OR OWNER. THE OWNER WILL NOT BE LIABLE FOR EXTRA WORK NOT ORDERED BY THEM. EACH CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS STEEL HANGER SUPPORTS, PIPE RACKS ANCHORS, ETC. AS NECESSARY TO SUPPORT ALL EQUIPMENT INSTALLED UNDER HIS CONTRACT. EACH CONDUCTOR SHALL PERFORM ALL EXCAVATION REQUIRED FOR THE INSTALLATION OF HIS WORK. EACH CONTRACTOR SHALL DO ALL NECESSARY BACKFILLING, TAMPING, GRADING AND REPAIRING OR REPLACING OF SOD, SIDEWALKS, BLACKTOP, CONCRETE AND STREETS WHICH HE DISTURBS. SUBSTITUTION OF PRODUCTS SPECIFIED HEREIN SHALL BE PERMITTED ONLY WITH THE ARCHITECTS APPROVAL. REQUEST FOR SUBSTITUTION BY THE CONTRACTOR SHALL BE SUBMITTED TO ARCHITECT WITH THE APPROPRIATE LITERATURE, SPECIFICATIONS, ETC. ALONG WITH THE WRITTEN REASON FOR THE SUBSTITUTION REQUESTED. THE WARRANTY AND PERFORMANCE OF A SUBSTITUTED PRODUCT OR MATERIAL SHALL EQUAL OR EXCEED THE ORIGINALLY SPECIFIED PRODUCT. IN ADDITION, THE CONTRACTOR SHALL WARRANT THAT SUBSTITUTED MATERIAL SHALL PERFORM AS SPECIFIED. CONTRACTORS SHALL COORDINATE ALL ASPECTS OF THE WORK WITH: ALL SUBCONTRACTORS AND SUPPLIERS ENGAGED TO PERFORM THE WORK( THE EXISTING FACILITIES/CONDITIONS: THE OWNER AND TENANT; AND SEPARATE CONTRACTORS, IF ANY. EACH SUBCONTRACTOR SHALL VERIFY AND REVIEW PROPOSED AND/ OR EXISTING CONDITIONS WITHIN THE EXTENT OF HIS WORK AND SHALL INFORM THE CONTRACTOR OF ANY WORK THAT WILL BE REQUIRED BY OTHERS FOR THE COMPLETION OF HIS WORK. SHOP DRAWINGS WILL BE REVIEWED ONLY WHEN THREE (3) COPIES ARE SUBMITTED BEARING CONTRACTORS APPROVED STAMP. IN ADDITION. CONTRACTOR SHALL NOTE AND CIRCLE ON THE SHOP DRAWINGS ANY VARIATION FROM THE CONSTRUCTION DOCUMENTS CAUSED BY ANY REASON INCLUDING STANDARD SHOP PRACTICES. REVIEW OF THE SHOP DRAWINGS WILL BE GENERAL TO DETERMINE CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ACCURACY OF THE SHOP DRAWINGS, AS BUILT AND/OR FIELD MEASUREMENTS, QUANTITIES AND FOR PROPER FITTINGS OR CONSTRUCTION OF WORK REQUIRED BY THE CONTRACT DOCUMENTS BUT NOT INDICATED ON R SHOP DRAWINGS. REVIEW OF SHOP DIGGINGS SHALL NOT BE CONSTRUED AS APPROVING DEPARTURES FROM CONTRACT REQUIREMENTS UIREMENTS OR AS ACCEPTANCEOF RESPONSIBILITYBY THE OWNER AN/OR Q ARCHITECT. SAMPLES SHALL BE SUBMITTED WITH FULL DOCUMENTATION IN SETS OF TWO (2). ONE (1) SET WILL BE RETURNED. PROVIDE THREE (3) OR MORE SAMPLES IN EACH SET WHERE VARIATIONS IN COLOR PATTERN OR TEXTURE ARE NOTICEABLE. SAMPLES SHOULD REPRESENT THE AVERAGE CONDITION AND THE EXTREME RANGE OF VARIATIONS. SAMPLE SUBMITTALS ARE FOR THE REVIEW OF COLOR, TEXTURE, PATTERN, AND "KIND". THE CONTRACTOR SHALL KEEP THE RETURNED SAMPLE AT THE PROJECT SITE FOR QUALITY CONTROL PURPOSES. CONTRACTOR SHALL MAINTAIN AT THE PROJECT SITE ONE (1) SET OF PRINTS AND PERMIT TO RECORD AND INDICATE PLACEMENT OF ALL LOCATIONS OF UTILITIES, SYSTEMS, PIPES, CONDUITS, DUCT WORK, CABLING, ETC. INCLUDING CHANGES WITHIN THE CONSTRUCTION DOCUMENTS AND ANY OTHER ITEMS WHICH MAY EFFECT FUTURE CONSTRUCTION RENOVATIONS, OR REPAIRS. THIS INFORMATION SHALL BE SUBMITTED TO THE OWNER AND TENANT ON A SET OF MARKED -UP SEPIA TRANSPARENCIES UPON COMPLETION OF THE PROJECT. ANY ADDITIONAL DRAWINGS REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBING SYSTEM DESIGN OR FOR PERMIT SUBMISSION IS THE RESPONSIBILITY OF THE OWNER TO OBTAIN AND PAY FOR. THE CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS UNTIL THE BUILDING IS COMPLETED. ALL PLAN DIMENSIONS ARE GIVEN FROM FINISH WALL TO FINISH WALL, OR FACE OF STUD, UNLESS NOTED OTHERWISE. WRITTEN DIMENSIONS ALWAYS SUPERSEDE MEASURED OR SCALED DIMENSIONS: NEVER SCALE DRAWINGS LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. FLOOR, WALLS, CEILINGS, PARTITIONS, BEAMS. STUDS AND ANY OTHER PARTS OF THE BUILDING OR PREMISES WHICH ARE CUT, NOTCHED, OR ALTERED IN THE INSTALLATION OF EQUIPMENT OR SYSTEMS SHALL BE REPLACED TO A SAFE STRUCTURAL CONDITION. THESE INSTALLATIONS SHALL NOT CAUSE A DECREASE IN THE STRUCTURAL PERFORMANCE OF ANY PART OR ASSEMBLY TO FALL BELOW THAT WHICH SHALL BE THE MINIMUM REQUIRED BY THESE SPECIFICATIONS AND THE BUILDING CODES. ALL EQUIPMENT AND FURNITURE SUPPLIED BY THE OWNER (OR OTHERS NOT COVERED ELSEWHERE IN THESE DRAWINGS) SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS FOR ACCESSIBILITY AND FLAME & SMOKE CLASS REQUIREMENTS. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL OBTAIN A CERTIFICATE OF OCCUPANCY FROM THE GOVERNING JURISDICTION. Metal Studs and Framing: (Wood Framing May be Substituted ILO Metal) ALL DEMISING WALLS SHALL BE CONSTRUCTED OF METAL STUDS, AS NOTED ON DRAWINGS 20 GAUGE MINIMUM. SUPPLEMENTARY FRAMING, RUNNERS, FURRING, BLOCKING AND BRACING SHALL BE INSTALLED AS REQUIRED AT OPENINGS AND WHEN OTHER WORK CANNOT BE ADEQUATELY SUPPORTED ON GYPSUM BOARD ALONE. ALL FULL HEIGHT PARTITIONS SHALL BE WEDGED TIGHTLY TO CEILING STRUCTURE ABOVE. ALL OTHER WALLS SHALL BE CONSTRUCTED UP TO 6 INCHES ABOVE CEILING GRID, UNLESS OTHERWISE NOTED. ANY ADDITIONAL BRACING SHALL BE PROVIDED BY THE FRAMING CONTRACTOR. CONTRACTOR SHALL COORDINATE ALL REQUIRED BLOCKING FOR FURNITURE SHELVING AND CABINETS, ETC. WITH THE APPROPRIATE VENDOR. PROVIDE TWO (2) ROWS MINIMUM 8 INCHES HIGH, 20 GAUGE METAL STRAPPING ON STUDS AT ALL CABINET WALLS AND WHERE NOTED ON PLANS. CONTRACTOR SHALL PROVIDE TWO (2) ROWS MINIMUM 8 INCHES HIGH, 20 GAUGE METAL STRAPPING BEHIND TO SUPPORT CABINETS ON WALL BEHIND. NON-COMBUSTIBLE FIRESTOPS SHALL BE INSTALLED AT OPENINGS AROUND VENTS. CABLING, PIPES AND DUCTS AT CEILING AND FLOOR LEVELS. ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE GALVANIZED WITH A MINIMUM G-60 COATING AND OF THE TYPE, SIZE, STEEL THICKNESS AND SPACING SHOWN ON THE PLANS U.N.O. STUDS. RUNNERS (TRACK). BRACING AND BRIDGING SHALL BE MANUFACTURED PER A.S.T.M. SPECIFICATIONS C-955. ALL GALVANIZED STUDS, JOISTS AND ACCESSORIES, 14 GA OR HEAVIER, SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM -446 WITH A YIELD STRENGTH OF 50 KSI AS SET FORTH IN SECTION A9.1 WITH THE ASI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". CONNECTIONS SHALL BE ACCOMPLISHED WITH SELF -DRILLING SCREWS OR WELDING SO THAT THE CONNECTION MEETS OR EXCEEDS THE DESIGN LOADS REQUIRED AT THAT CONNECTION. STUDS SHALL BE INSTALLED SEATED SQUARELY (WITHIN 1/16") AGAINST THE WEB PORTION OF THE TOP AND BOTTOM TRACKS. TRACKS SHALL REST ON A CONTINUOUS, UNIFORM BEARING SURFACE. CUTTING OF STEEL FRAMING MEMBERS MAY BE ACCOMPLISHED WITH A SAW OR SHEAR, TORCH CUTTING OF LOAD BEARING MEMBERS IS NOT PERMITTED. BURNING OF HOLES OR CUTS IN ANY STRUCTURAL MEMBERS IN THE FIELD ARE NOT PERMITTED UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. TEMPORARY BRACING SHALL BE PROVIDED AND LEFT IN PLACE UNTIL WORK IS PERMANENTLY STABILIZED. VERTICAL ALIGNMENT (PLUMBNESS) OF STUDS SHALL BE WITHIN 1/960TH (1/16" IN 10'-0" OF THE SPAN. HORIZONTAL ALIGNMENT (LEVELNESS) OF WALLS SHALL BE WITHIN 1/960TH (1/8" IN 10'-0") OF THEIR RESPECTIVE LENGTHS. SPACING OF STUDS SHALL NOT BE MORE THAN +/- 1/8" FROM THE DESIGNATED SPACING PROVIDING THAT THE CUMULATIVE ERROR DOES NOT EXCEED THE REQUIREMENT OF THE FINISHING MATERIALS. CONCEALED SPACES WITHIN PARTITIONS, WALLS, FLOORS, STAIRS, FURRING, PIPE SPACES, COLUMN ENCLOSURES. ETC. SHALL BE FIRE -STOPPED WITH NONCOMBUSTIBLE MATERIAL. Rated assemblies, Separations & Fire Stopping: PENETRATIONS MADE IN RATED WALL ASSEMBLIES SHALL NOT ALTER THE PERFORMANCE OF THE ASSEMBLY AND MUST MEET THE APPROPRIATE ASTM PENETRATION REQUIREMENT. GENERAL CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONSTRUCTION TO MAINTAIN INTEGRITY OF ANY FIRE PROTECTIVE MATERIALS, COVERINGS, ASSEMBLIES OR ENCLOSURES WHERE DISTURBED BY NEW WORK AS CALLED FOR IN THE DRAWINGS. ALL DEMISING WALLS FROM TENANT TO TENANT SHALL BE FULL HEIGHT TO THE UNDERSIDE OF THE STRUCTURE. U.N.O. Emergency Requirements: "EXIT" SIGNS ARE REQUIRED AT DOORS AND STAIRWAYS AS INDICATED ON PLANS AND ARE REQUIRED TO BE ILLUMINATED AT ALL TIMES THE BUILDING IS OCCUPIED AND MUST BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM IN CONFORMANCE WITH 2015 INTERNATIONAL FIRE CODE AND ANY APPLICABLE CODES OF THE CITY OF BELLEVUE. "EXIT" SIGNS SHALL HAVE RED LETTERS AT LEAST 8. HIGH AND 3/4" WIDE IN STROKE ON A WHITE BACKGROUND AND SHALL CONFORM TO ALL OTHER CODE REQUIREMENTS. ALL MEANS OF EGRESS AND EXIT DISCHARGES SHALL BE EQUIPPED WITH ARTIFICIAL LIGHTING FACILITIES TO PROVIDE AN ILLUMINATION INTENSITY OF NOT LESS THAN 1' -FOOT CANDLE ON THE FLOOR SURFACE. ALL MEANS OF EGRESS AND EXIT DISCHARGE LIGHTING SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEMS THAT WILL PICK UP CONNECTED LOADS WITHIN 10 SECONDS AFTER FAILURE AND ASSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1 1/2 HOURS IN CASE OF PRIMARY POWER LOSS. EMERGENCY ELECTRICAL LIGHTING SHALL ALSO OPERATE MEANS OF EGRESS LIGHTING OF EXIT DISCHARGE IN THE EVENT OR NORMAL POWER SUPPLY FAILURE. EMERGENCY SYSTEM SHALL PICK UP CONNECTED LOADS WITHIN 10 SECONDS AFTER FAILURE AND INSURE ILLUMINATION FOR AT LEAST 1 1/2 HOURS Fire Alarm, Detection & Extinguishing Equipment: PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY 2015 INTERNATIONAL FIRE CODE OR AS LL AND ANY REQUIRED BY THE FIRE MARSHALL A APPLICABLE CODES OF THE CITY OF TUKWILLA. IT SHALL BEAR THE LABEL OF AN APPROVED AGENCY AND BE AN APPROVED TYPE. FIRE EXTINGUISHERS SHALL HAVE A MINIMUM RATING OF 2A. THE CONTRACTOR SHALL DETERMINE THE QUANTITY, LOCATION, TYPE, ETC. FOR CONFORMANCE WITH ALL APPLICABLE CODES. Plumbing: THE PLUMBING CONTRACTOR SHALL INSTALL NEW PLUMBING SYSTEM AS REQUIRED (SHOWN) ON THE ON DRAWINGS. PLUMBING SYSTEM DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITHT HE 2015 INTERNATIONAL PLUMBING CODE. PLUMBING SYSTEM DESIGN AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. TOILETS MUST BE 1.6 GAL TYPE. WATER PIPING SHALL BE TYPE 'L. COPPER OR EQUAL USING NO LEAD JOINTS, AND TESTED FOR LEAKS. USE 1" FIBERGLASS INSULATION (WITH VAPOR BARRIER FOR COLD WATER). USE PRE -SHAPED INSULATION SECTIONS FOR PIPE FITTINGS. ALL SANITARY & WATER LINES MUST BE TESTED FOR LEAKS. USE 150# HYDROSTATIC PRESSURE FOR DOMESTIC WATERLINES, AND ELECTRONIC MONITORING FOR ANY GAS PIPING, Fire Protection: ALL OCCUPANCY SEPARATIONS SHALL BE OF THE FIRE RESISTANT CONSTRUCTION SPECIFIED IN THE 2015 INTERNATIONAL BUILDING CODE AND OPENINGS IN THESE SEPARATIONS AS SPECIFIED IN THE SAME. FIRE ASSEMBLIES INSTALLED ACROSS EXIT CORRIDORS OR WHICH ARE PART OF AN OCCUPANCY OR AREA SEPARATION WALL SHALL BE AUTOMATIC -CLOSING FIRE ASSEMBLIES WHICH WILL CLOSE AUTOMATICALLY UPON ACTIVATION OF A SMOKE - DETECTOR (MAGNETIC DEVICES). ALL INSULATION SHALL BE NONCOMBUSTIBLE. EXIT CORRIDORS AND AISLES LEADING TO A REQUIRED EXIT STALL BE A MINIMUM WIDTH OF 44 INCHES. EXIT DOORS SHALL SWING IN THE DIRECTION OF THE EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR ANY SPECIAL KNOWLEDGE OR EFFORT, SPECIAL LOCKING DEVICES SHALL BE APPROVED TYPE. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED PARTITIONS OR CEILINGS. SMOKE AND DRAFT CONTROL ASSEMBLIES SHALL BE PROVIDED WITH A GASKET INSTALLED SO AS TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH THE SIDES AND THE TOP. PROVIDE EXIT SIGNS AND DIRECTIONAL SIGNS WITH A MINIMUM 6" HIGH BY 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. EXIT SIGNS SHALL BE ELECTRONICALLY ILLUMINATED AND THE 2 LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. ALL REQUIRED EMERGENCY LIGHTING AS DESIGNED BY RECORD ENGINEER SHALL GIVE A VALUE OF 1 FOOT CANDLE AT FLOOR LEVEL. EXIT PATH LIGHTING SHALL BE PROVIDED FOR STAIRWAY, HALLWAY, EXIT PASSAGEWAY AND EGRESS TO A PUBLIC WAY ANY TIME THE BUILDING IS OCCUPIED. THE GENERAL CONTRACTOR IS RESPONSIBLE C FOR OBTAININGF / THE IRE LIFE SAFETY INSPECTION AND THE OWNER TO PAY THE REQUIRED FEE. THE BUILDING ENGINEER AND AN AUTOMATED SYSTEMS REPRESENTATIVE ARE TO BE ADVISED IN ADVANCE OF THE DATE AND TIME. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A:10BC WITHIN 75 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE FLOOR IN A RECESSED OR SEMI -RECESSED CABINETS AS SPECIFIED AND WHERE LOCATED ON PLANS. FIRE EXTINGUISHERS ARE TO BE PROVIDED DURING CONSTRUCTION AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. INTERIOR WALL AND CEILING FINISHES FOR INTERIOR AREAS SHALL NOT EXCEED A FLAME SPREAD CLASSIFICATION OF 200, IBC SECTION 803.1 AND TABLE 803.5 INTERIOR WALL AND CEILING FINISHES OR EXIT CORRIDORS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION OF 75, IBC SECTION 803.1 AND TABLE 803.5. Heating and Air Conditioning: MECHANICAL SYSTEM DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL MECHANICAL CODE. MECHANICAL SYSTEM DESIGN AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. ALL MECHANICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WITH A MINIMUM CLEARANCE TO COMBUSTIBLES FOR WHICH THE EQUIPMENT HAS BEEN TESTED, AS SPECIFIED BY MANUFACTURER. OR IN ACCORDANCE WITH STANDARD INSTALLATION CLEARANCES. ALL MECHANICAL EQUIPMENT AND CONTROLS SHALL BE ACCESSIBLE. LOCKING THERMOSTATS COVERS SHALL BE SUPPLIED AND INSTALLED BY THE Electrical and Lighting: ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH 2015 WASHINGTON STATE ENERGY CODE (WSEC). BUILDING STANDARD AVERAGE LEVEL OF LIGHTING THROUGHOUT AS REQUIRED BY CODE. ALL FIXTURE TO BE INSTALLED PER WASHINGTON STATE ENERGY CODE AND ALL OTHER RELEVANT ARTICLES. FIXTURE SUPPORT BY NO. 12 GAUGE HANGERS ATTACHED TO GRID MEMBERS WITHIN THREE INCHES OF EACH CORNER OF EACH FIXTURE. LIGHT VENTILATION AND SANITATION SHALL COMPLY WITH SECTION 1933.1 AND 1203.2.1 OF THE 2015 INTERNATIONAL BUILDING CODE. ALL ELECTRICAL PANELS SHALL HAVE TYPEWRITTEN INDEXES. ALL ELECTRICAL DEVICES AND COVER PLATES SHALL BE GRAY, INCLUDING ALL PLUG MOLDS, TELEPHONE/ DATA JACKS. SWITCHES AND OUTLETS UNLESS OTHERWISE NOTED ON PLANS. Insulation: PROVIDE FULL BOUND INSULATION BAITS IN ALL FULL HEIGHT WALLS. SUPPORT WHERE NECESSARY TO PREVENT MOVEMENT OR DISLOCATION. ALL INSULATION SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE. Finishes and Painting: APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN ACCORDANCE WTH SECTION 803 OF THE 2015 INTERNATIONAL BUILDING CODE. CLASSES OF MATERIALS BASED UPON THEIR FLAME SPREAD CHARACTERISTICS SHALL BE AS SET FORTH IN TABLE 803.9. THE MAXIMUM FLAME -SPREAD CLASSIFICATION OF FINISH MATERIALS USED ON INTERIOR WALLS AND CEILINGS SHALL NOT BREED THAT SET FORTH IN TABLE 803.9 OF THE IBC. THE SMOKE DENSITY OF MATERIALS SHALL BE NO GREATER THAN 450 WHEN TESTED IN ACCORDANCE WITH IBC TABLE 803.1.1 IN THE WAY INTENDED FOR USE. DECORATIVE MATERIALS SHALL BE MAINTAIN IN A FLAME-RETARDANT CONDITION (CODE 19.0.08.421.IBC 25015). PAINT AND FINISHES SHALL BE APPLIED ACCORDANCE WITH THE MANUFACTURES. INSTRUCTIONS. CONTRACTOR SHALL USE APPLICATORS AND TECHNIQUES BEST SUITED FOR THE MATERIALS AND SURFACES TO WHICH THEY ARE BEING APPLIED. SURFACES SHALL BE PREPARED AND CLEANED IN STRICT ACCORDANCE WITH PAINT MANUFACTURERS INSTRUCTIONS. IN ADDITION, WALLS SHALL BE SPACKLED AND SANDED SMOOTH PRIOR TO PAINTING. ADDITIONAL COATS. OF PANT SHALL BE APPLIED WHEN UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL PAINT COAT. DRYWALL SHALL RECEIVE ONE COAT OF DRY WALL PRIMER -SEALER PRIOR TO FINISH PAINT APPLICATION. ALL WOOD REQUIRED TO BE JOB -PAINTED SHALL BE PRIMED AND SEALED. WORK OF OTHER TRADES SHALL BE PROTECTED. ANY DAMAGE CAUSED BY PAINTING SHALL BE CORRECTED BY CLEANING, REPAIRING, OR REPLACING, AND REFINISHING AS DIRECTED BY THE ARCHITECT. ACCESSORIES FOR RESTROOMS SHALL BE BOBRICK WASHROOM EQUIPMENT. INC. OR APPROVED EQUAL UNITS SHALL BE INSTALLED PLUMB AND LEVEL. BE FIRMLY ANCHORED. AND BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. Drywall: INTERIOR Walls SHALL BE FINISHED WITH 5/8" GYPSUM BOARD, UNLESS OTHERWISE NOTED ON DRAWINGS AND SPECIFICATIONS. INTERIOR FIRE RATED WALLS SHALL BE FURNISHED WITH 5/8" TYPE 'X' GYPSUM BOARD & FIRE TAPERED FULL HEIGHT TO BOTTOM OF STRUCTURE ABOVE. ALL GYPSUM BOARD SHALL BE SECURELY FASTENED USING DRYWALL SCREWS. CONTRACTOR SHALL COORDINATE ALL WORK WITH PLUMBING, ELECTRICAL AND MECHANICAL SYSTEM CONTRACTOR IN ORDER TO LOCATE EQUIPMENT, DUCTS AND REGISTERS. LIGHT HOUSINGS. WASTE LINES. ETC. NONCOMBUSTIBLE FIRE STOPS SHALL BE INSTALLED AT OPENINGS AROUND VENTS, CABLING, PIPES AND DUCTS AT CEILING AND FLOOR LEVELS. DRAFT STOPPING AND FIRE BLOCKING MATERIALS SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE. Suspended Ceilings: SUSPENDED CEILING SYSTEMS SHALL BE AS PER IBC STANDARD 262. ALL CEILING HEIGHTS SHALL BE AS NOTED ON REFLECTED CEILING PLAN. SUSPENDED CEILING AND FRAMING SYSTEMS SHALL BE DESIGNED TO RESIST A LATERAL FORCE OF 20 PERCENT OF THE WEIGHT OF THE ADS TRIBCEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. FOR THE PURPOSES OF DETERMINING THE LATERAL FORCE, A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM: THE FOLLOWING BRACING METHOD MAY BE EMPLOYED: A. LATERAL SUPPORT MAYBE PROVIDED BY FOUR WIRES OF MINIMUM NO.12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT O AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLAIN OF THE CEILING. THERE LATERAL SUPPORT POINTS SHALL BE PLACED 12 FEET O.C. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 8 FEET FROM EACH WALL. B. ALLOWANCES SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO ADJACENT CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS. C. DISCONTINUOUS ENDS OF CROSS RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH ENDS AS MAY OCCUR WHERE THE CEILING IS DISRUPTED BY A WALL D. LIGHTING FUTURES AND THE AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. RECESSED LIGHTING FIXTURES NOT OVER 56 POUNDS IN WEIGHT. AND SUSPENDED AND PENDANT HUNG FIXTURES NOT OVER 20 POUNDS IN WEIGHT. MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEMS AND RUNNERS BY A POSITIVE ATTACHMENT, SUCH AS SCREWS OR BOLTS. TWO (2)#12 BLACK WIRES ARE REQUIRED FOR SUPPORT AT RECESSED LIGHT FIXTURES/ AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 POUNDS AND WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCTWORK MAY BE POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING RUNNERS. THE ABOVE REQUIREMENTS ARE BASED ON IBC STANDARD 252, 2012 EDITION. OTHER METHODS MAY BE USED PROVIDED THEY ARE SUBSTANTIATED DESIGN CALCULATIONS USING THE LOADS SPECIFIED IN CHAPTER 25. THE APPROVED BUILDING PLANS SHALL CLEARLY IDENTIFY ALL ELEMENTS AND SHOW ALL DETAILS OF THE BRACING SYSTEMS. DO NOT BEND SUSPENDED CEILING HANGING WIRE AT POINT OF ATTACHMENT OR AT OBSTRUCTING MATERIAL OR EQUIPMENT, EXCEPT AT LIGHTWEIGHT ITEMS NOT EXCEEDING 3/4" DIAMETER. Flooring: ALL FLOORING MATERIALS AND FINISHES SHALL BE AS SPECIFIED IN THE FINISH SCHEDULE AND INTERIOR FINISHES. CONCRETE SLAB SURFACES SHALL BE CLEANED AND MADE SMOOTH BY LEVELING COMPOUND AND SUBSTRATE PRIMER PRIOR TO INSTALLATION OF ANY TILE CARPET. ALL PREPARATORY WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE FLOORING MANUFACTURERS INSTRUCTIONS. CERAMIC TILE SHALL BE INSTALLED WITH CONSTRUCTION METHODS AND MATERIALS CONFORMING TO THE STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) AND STANDARD SPECIFICATIONS FOR CERAMIC TILE. Doors and Hardware: 1/2" MAXIMUM THRESHOLD HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2". SHALL BE LEVELED WITH SLOPE NO GREATER THAN 1:2 AS PER IBC SECTION 11338.2.4.1. HARDWARE: OPERABLE FROM INSIDE WITHOUT USER KEY OR SPECIAL KNOWLEDGE OR EFFORT AND OPERABLE BY LEVER TYPE HARDWARE, PANIC BARS. PUSH-PULL ACTIVATING BARS, MOUNTED 30,44- AF.F. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS SUCH PULL OR PUSH EFFORTS BEING APPLIED, AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. EXIT DOOR HARDWARE BE OF AN APPROVED TYPE AND TESTED ACCORDANCE WITH PROCEDURES ESTABLISHED BY SFM 33.2 AND SFS 33.3. PROVIDE MINIMUM 10" HIGH SURFACE AT DOOR BOTTOMS. EITHER ATTACH PANEL OR BOTTOM RAIL EXCEPT ON AUTOMATIC OR SLIDING DOORS. Signage: (Chapter 22B.10) ALL SIGNAGE SHALL BE SUPPLIED L ED AND INSTALLED NSTAL ED BY SIGNAGE CONTRACTOR. R CTOR. CONTRACTOR SHALL COORDINATE AND PROVIDE THE REQUIRED ELECTRICAL CONNECTIONS AND SUPPORTS/ BLOCKING FOR SIGNAGE. SIGNAGE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND COORDINATE MOUNTING DETAILS AS REQUIRED. SIGNAGE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL CONDITIONS WHICH MAY AFFECT THE INSTALLATION OF SIGNAGE, AND THE SIGNAGE ITSELF. ANY FIELD OR PROPOSED DESIGN CONDITIONS WHICH MAY REQUIRED MODIFICATION OR RELOCATION OF SIGNAGE, OR ANY RELATED ELEMENTS SHALL BE BROUGHT TO THE OWNER'S PROPOSED SIGNAGE AND SPECIFICATIONS AND DESIGN, AND BRING TO ATTENTION ANY DISCREPANCIES OR ALTERNATIVES WHICH MAY RESULT IN SAVING TO OWNER, ELIMINATION TO PROBLEMATIC CONDITIONS WHICH MAY ARISE IN THE PRESENT OR FUTURE, PROVIDE SUPERIOR PERFORMANCE, PROVIDE REDUCED MAINTENANCE AND ENHANCE VISIBILITY OF SIGNAGE. SIGNAGE CONTRACTOR SHALL SUBMIT AND PAY FOR ALL REQUIRED PERMITS, TESTS, AND INSPECTION CERTIFICATES. SIGNAGE CONTRACTOR SHALL SUBMIT ALL SIGNAGE TO THE CITY OF BELLEVUE FOR APPROVAL IF REQUIRED. SHOP DRAWINGS SHALL BE PREPARED BY SIGNAGE CONTRACTOR AND SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO SIGNAGE FABRICATION. Accessibility Guidelines: ALL EQUIPMENT, ACCESSORIES AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE. Water Closets: THE HEIGHT OF WATER CLOSET SHALL BE 17" TO 19" MEASURE TO THE TOP OF THE TOILET SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIMED POSITION. FLUSH CONTROLS SHALL BE AUTOMATIC. TOILET PAPER DISPENSERS THAT CONTROL DELIVERY, OR THAT DO NOT PERMIT CONTINUOUS FLOW, SHALL NOT BE USED. Lavatories and Mirrors: LAVATORIES SHALL BE MOUNTED WITHIN THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29" ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE APRON AS INDICATED ON DRAWINGS. KNEE AND TOE CLEARANCE SHALL BE AS INDICATED ON DRAWINGS. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. LEVER OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF-CLOSING VALVES ARE USED, THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" ABOVE THE FINISHED FLOOR. MIRRORS THAT ARE INTENDED TO BE USED BY BOTH AMBULATORY PEOPLE AND WHEELCHAIR USERS, SUCH AS MIGHT BE PROVIDED IN A SINGLE OCCUPANCY TOILET ROOM OR ANY TOILET HAVING ONE MIRROR MUST BE AT LEAST 74" HIGH AT THEIR TOP MOST EDGE. LEVER OPERATED, PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE EXAMPLES OF ACCEPTABLE DESIGNS. IF SELF-CLOSING VALVES USED, THE FAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" ABOVE THE FINISHED FLOOR MIRRORS THAT ARE INTENDED TO BE USED BY BOTH AMBULATORY PEOPLE AND WHEELCHAIR C R USER S SUCH AS MIGHT BE PROVIDED IN A SINGLE OCCUPANCY TOILET ROOM OR ANY TOILET HAVING ONE MIRROR, MUST BE AT LEAST 74" HIGH AT THEIR TOP MOST EDGE. Grab Bars: THE NOMINAL DIAMETER OR WIDTH OF THE GRIPPING SURFACE OR A HANDRAIL OR GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF HANDRAILS OR GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE RAIL AND THE GRAB BARS SHALL BE 1-1/2". THE STRUCTURAL STRENGTH OF THE GRAB BARS, FASTENERS; AND MOUNTING DEVICES SMALL MEET THE FOLLOWING SPECIFICATIONS: BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBS. SHALL BE LESS THAT THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. SHEAR STRESS INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBS. SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE WHICHEVER IS THE SMALLER ALLOWABLE LOAD. TENSILE FORCE INDUCED IN A FASTENERS BY A DIRECT TENSION FORCE OF 250 LBS PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBS. SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENERS AND THE SUPPORT STRUCTURE. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. A HANDRAIL OR GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS: EDGES SHALL HAVES MINIMUM RADIUS OF 1/8". Signs & Identifications: ALL SIGNS AND IDENTIFICATION DEVICES SHALL COMPLY WITH THE 2015 INTERNATIONAL BUILDING CODE SECTION 11178.5.1. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE "X". LOWER CASE CHARACTERS ARE PERMITTED. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. WHERE RAISED CHARACTERS OR SYMBOLS ARE USED. THEY SHALL CONFORM TO THE FOLLOWING: A. LETTERS AND NUMBERS SHALL BE RAISED 1/32" AND SHALL BE SANS SERIF UPPERCASE CHARACTERS AND ACCOMPANIED WITH GRADE 2 BRAILLE. C PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BYTHE EQUIVALENT VERBAL DESCRIPTION PLACED BELOW THE PICTOGRAM. THE BORDER DIMENSIONS OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" HEIGHT. CONTRACTED GRADE 2 BRAILLE SHALL BE WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" - ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES, AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTEF O TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONALS B YM OLF O .ACCESSIBILITY AND W ITH DIRECTIONAL SIGNS, AS REQUIRED, TO SENSIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS AS PER CODE. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH CODE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF PIE DOOR WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHTS SHALL BE 80. ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. TACTILE SIGNAGE SHALL BE PROVIDED THAT COMPLIES WITH IBC SECTION 111.5.1 AND SHALL BE LOCATED AT EACH GRADE LEVEL EXTERIOR DOOR AND SHALL BE IDENTIFIED WITH THE WORD "EXIT". Contractor Responsibilities: 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR VERIFYING THAT ANY AND ALL COPIES OF THE CONTRACT DOCUMENTS THAT HE USES FOR ANY PURPOSE WHATSOEVER, INCLUDING, BUT NOT LIMITED TO, FOR BIDS OR CONSTRUCTION SHALL BE THE MOST CURRENT AND ISSUED AS THE BUILDING PERMIT DOCUMENTS THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE IN ANY WAY, INCLUDING. BUT NOT LIMITED TO FINANCIALLY RESPONSIBLE OR LIABLE, FOR THE CONSEQUENCES OF THE USE BY THE CONTRACTOR OR OTHERS OF COPIES OF THE CONTRACT DOCUMENTS THAT ARE NOT THE MOST CURRENT AND ISSUED AS THE BUILDING PERMIT DOCUMENTS, NOTWITHSTANDING THE ARCHITECT MAY HAVE ISSUED COPIES OF THE CONTRACT DOCUMENTS TO THE CONTRACTOR OR TO OTHERS AT ANY POINT OF COMPLETION. 2. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING CONDITIONS AT THE SITE, INCLUDING BUT NOT LIMITED TO THE SIZE AND LOCATION OF ON AND OFF SITE UTILITIES, DIMENSIONS OF EXISTING STRUCTURES, SITE IMPROVEMENTS AND FEATURES, TOPOGRAPHIC ELEVATIONS, GROUND SURFACE AND GROUND WATER CONDITIONS, BOILS TYPES AND ROCKS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ALL CONFLICTS, ERRORS OR OMISSIONS BETWEEN ACTUAL SITE CONDITIONS AND THE CONTACT DOCUMENTS 7 CALENDAR DAYS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR COMPLYING WITH AND PERFORMING ALL OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ALL QUESTIONS REGARDING THE INTENTION OR ACCURACY OF THE CONTRACT DOCUMENTS SHALL BE COMMUNICATED TO THE ARCHITECT IN WRITING 7 CALENDAR DAYS PRIOR TO PROCEEDING WITH CONSTRUCTION. INTERPRETATION OR GLORIFICATION OF THE INTENT OF THE CONTRACT DOCUMENTS BY THE ARCHITECT DOES NOT CONSTITUTE A CHANGE ORDER FOR THE CONTRACTOR. THE CONTRACTOR SHALL DEMOLISH AND RECONSTRUCT ALL WORK NOT IN COMPLIANCE WITH THE CONDUCT DOCUMENTS AT HIS OWN EXPENSE. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR DELAYS IN THE CONSTRUCTION SCHEDULE DUE TO THE CONTRACTORS FAILURE TO COMPLY WITH THE CONTRACT DOCUMENTS, OR IF IT BECOMES NECESSARY FOR TIE ARCHITECT TO CHANGE THE CONTRACT DOCUMENTS AND RESUBMIT THE DOCUMENT TO THE GOVERNING AGENCIES FOR REVIEW OR RE -PERMITTING, OR IF IT BECOMES NECESSARY FOR THE ARCHITECT TO PERFORM ANY OTHER SERVICES DUE TO THE CONTRACTOR'S FAILURE TO COMPLY WITH THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL COMPENSATE THE ARCHITECT FOR THE COST OF HIS SERVICES. 4. THE CONTRACTOR SHALL DIRECT ALL COMMUNICATION, INCLUDING ALL QUESTIONS, REQUESTS FOR SUBSTITUTIONS AND CHANGE ORDERS, TO THE ARCHITECT AND NOT TO THE OWNER. DO NOT CHANGE THE ARCHITECT'S CONTRACT DOCUMENTS WITHOUT THE ARCHITECTS EXPRESS WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES TO THE CONTRACT DOCUMENTS UNTIL SUCH PERMISSION IS ISSUED IN WRITING BY THE ARCHITECT. SHOULD THE CONTRACTOR PROCEED WITHN A Y CHANGES NOTT AU HORIZEDY B THE ARCHITECT, HE SHALL DO SO AT HIS OWN RISK AND SHALL CORRECT AT HIS OWN EXPENSE ANY AND ALL WORK NOT COMPLYING WITH THE CONSTRUCTION DOCUMENTS. 5. THE CONTRACTOR SHALL PROVIDE ALL DEMOLITION, PATCHING AND REFINISHING NECESSARY TO COMPLETE THE WORK WHETHER OR NOT SUCH DEMOLITION, PATCHING OR REFINISHING IS SPECIFICALLY NOTED ON THE CONTACT DOCUMENTS. AVALON PROJECT 4423 V.,,,,.? REGISTERED ARCHIT, CTS ABU-BAKR EDI LINARDIC STATE OF WASHINGTON o 0 WMM I. 0 z Q z LL o rr-� VJ LL Q 0 0u z WZ Z ''^^ VJ Z W 0 U v� M I-- 5 !^ z w r �w 3 1 1ST PLAN REVIEW CORR 16/1/4 Revision Number Revision Description Revision Date Revision Schedule 1200112th Avenue NE #6150 Bellevue, WA 98005 714-336-4714 Client: ABU-BAKR CITY OF RECEIVED TUKWILA JAN 31 2017 PERMIT CENTER REVIEWED FC CODE COMPLIA APPROVED %Drawn By: GPM \ICE FEB 0 2 2Q� Date: Oct 28-2016 Scale: heetCity of Tuk ' a BUILDING DIVIION A0.2 J 18' - 10" 11' - 4" // 7'-3" EXISTING STORAGE ROOM 14'-0" 4'-0" ®— EXISTING WALL TO BE REMOVED EXISTING OFFICE EXISTING LIGHTING FIXTURES TO REMAIN EXISTING WALL TO BE REMOVED EXISTING BATHROOM EXISTING SINK TO BE REMOVED EXISTING HALLWAY OFD NEW PARLOR SPRAY FIXTURE (N) 36"x84" 4'-0" // —J EXISTING WALL EXISTING CONDITION SCALE: 1/4" = 1'-0" 23' - 10" EXISTING FOUNTAIN TO BE REMOVED 2'-3" 1" 3'-0" " 3'-0" 3'-0" " 3'-0" 9'-2 H&C w z H&C 0FD T9 T10 T9 T10 NEW ABOLUTION AREA tgat *Jae -•a1— EXISTING TOILET PAD PIPES TO PROTECT TO BE REMOVED AGAINST CONTACT AS PER GENERAL NOTES — EXISTING WALL T4 O 0110 T6 1'-6" / 23' - 10" NEW 2x4 WALL EXISTING WALL T1 6 NEW HALLWAY T1 PROPOSED REMODEL SCALE: 1/4" = 1'-0" 7'-9 00 GYP. BD. FINISH OPTIONAL CROWN MOLDING 6" TILE COVE BASE (TYP.) W/ 3/8" RADIUSED BASE ABOLUTION AREA - FIXTURES PER OWNERS SPECIFICATIONS 1 v ' I 1 ' INSTALL INSULATION ON ALL EXPOSED PIPES BELOW SINKS & LAVATORIES TO COMPLY WITH STATE AND LOCAL CODES 0, 4" 18" 0 (N) 36"x84" DONEW DRINKING FOUNTAIN FIXTURE 10'-9" 0 cc EXISTING WALL T3 ABOLUTION AREA - FIXTURES PER OWNERS SPECIFICATIONS 61) GYP. BD. FINISH 1 EQUAL EQUAL 17" MIN. N U w w Y SINK z 2 KNEE 8" 6" TOE CLEARANCE' MIN. AMAX" CLEARANCE TYPICAL LAVATORY DETAIL N.T.S. NOTE: ALL DIMENSIONS ARE FINISH DIMENSIONS v TOILE 00000 0 00 00 ACCESSIRLETOILET (vIEN OR WO SIGNAGE TO STATE: "ACCESSIBLE TOILET", "MEN" OR "WOMEN" #12 FHWS WITH MIN. 1 1/2" EMBED. INTO STUD OR MIN. 2x4 SOLID BLOCKING WITH A35 EACH END 2TYPICAL GRAB BAR DETAIL N.T.S. NOTE: ALL DIMENSIONS ARE FINISH DIMENSIONS RAISED TEXT INDICATING ROOM NAME, ALLOW FOR A MINIMUM OF 10 CHARACTERS. 10. ALL TOILET ROOMS ARE TO HAVE A 6" HIGH INTEGRALLY COVED WALL BASE, SEE FINISH PLAN INTERIOR GENERAL NOTES 1. INSTALL LAVATORY PROTECTION— TRUEBRO LAV GUARD MODEL #102 AT SINKS IN MEN'S AND WOMEN'S RESTROOM. 2. THE OPERATING PARTS OF ANY DISPENSING / DISPOSAL FIXTURE SHALL BE WITHIN 48" MAX. OF FINISHED FLOOR. 3. MOUNT ALL HANDICAP ACCESSIBLE DISPENSERS SO THAT CENTER OF DISPENSING ORIFICE IS 3'-4" MAX. A.F.F. 4. SIGNAGE DESIGNATING "MEN" & "WOMEN" RESTROOM LETTERS SHALL BE 2" HIGH RAISED 1/32" UPPERCASE SANS SARIF AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. MOUNT SIGNAGE AT 48" A.F.F. TO CENTERLINE OF SIGN AND MAXIMUM 8" FROM DOOR JAMB ON WALL ADJACENT TO LATCH SIDE OF DOOR. FINISH SHALL BE MATTE WITH WHITE CHARACTERS ON BLACK BACKGROUND. 5 ALL PAPER DISPENSERS ARE TO BE C.C.'S RESPONSIBILITY ONCE THEY ARE DELIVERED TO THE JOB SITE. 6. CONTRACTOR IS TO INSTALL 20GA. SHEET METAL BACKING DIRECTLY TO STUDS WHEREVER EQUIPMENT OR CASE WORK IS TO WALL MOUNTED OR ANCHORED. BACKING TO SPAN MINIMUM 3 STUDS AND BE 12" WIDE 7. DOORWAYS LEADING TO MEN'S SANITARY FACILITY SHALL BE IDENTIFIED BY AN EQUALATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VORTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN DIAMETER. 8. GEOMETRIC (CIRCLES & TRIANGLES) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR OF THE DOOR. 9. BRAILLE SIGNAGE SHALL ALSO BE LOCATED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOORWAYS LEADING TO THE SANITARY FACILITIES, PER SECTION 1117B.5.7. BRAILLE DOTS INDICATING ROOM NAME. RAISED TEXT INDICATING ROOM NAME & DESCRIPTION MAX. TWO ROWS AS REQUIRED. TOILET ROOM IDENTIFICATION SIGNAGE PER FIGURE B OR C IMAGE SHALL BE IN A CONTRASTING COLOR TO THE SIGN BACKGROUND, WHEN SIGN COLORS ARE NOT SPECIFIED, is SUBMIT SAMPLE FOR APPROVAL. SIGN BACKGROUND SHALL BE A MINIMUM OF 1/4" THICK HIGH DENSITY PLASTIC OR PLEXIGLASS WITH SMOOTH EDGES. FIGURE SHALL BE 1/8" THICK AND OF SAME MATERIAL AS BACKGROUND SIGNAGE COLOR AND CONTRAST TO BE DISTINCT AND DIFFERENT FROM THE COLOR OF THE DOOR. ALL SIGN MATERIAL SHALL BE NON—GLARE FINISH PER U.B.C. 1115B.5 AND 1117B.5.9. SYMBOL PER FIGURE A 2" SPACE AT FRAME AND BETWEEN SINGS. BRAILLE SIGNAGE PER ROOM IDENTIFICATION BELOW. 23'-10" 6" 'A' 1 USED AT ACCESSIBLE ENTRIES AND ACCESSIBLE TOILET LOCATIONS AS SHOWN ON PLANS. INTERNATIONAL SYMBOL OF ACCESSIBILITY PER U.B.C. FIGURE 11B-6. WHITE FIGURE ON BLUE BACKGROUND, BLUE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595B. 'B' 'C 3� TYPICAL LAVATORY DETAIL N.T.S. 2'-3" 1" 3'-0" 1" 1 3'-0" 1" 3'-0" 1" 3'-0" 1" 9'-2" /r Ti % / i i 1" 10 3/8" T2 DIAPER CHANGING STATION KB100-00 2 20" 4" 2 2 DOOR STOP B-687 2 2" 2 1/8" 1 42" T4 GRAB BAR B6806.99X36 36" 1 1/2" — T5 GRAB BAR B6806.99X42 42" 1 1/2" — X12'/ T6 PAPER TOWEL DISPENSER/ WASTE RECEPTACLE B-4369 12 3/4" 28" 4" T7 TOILET TISSUE/SEAT COVER DISPENSER (MEN'S TOILET) B-3471 17 1/4" 30 1/2" 4" T8 TOILET TISSUE/SEAT COVER DISPENSER/NAPKIN DISP. B-357 17 1/4" 30 1/2" 4" i 1 1 T9 TOILET TISSUE/SEAT. COVER DISPENSER/NAPKIN DISP. B-3574 17 1/4" 30 1/2" 4" T10 SURFACE MOUNTED HAT AND COAT HOOK B-6827 1" 6 1/2" 3 1/16" T11 , i=0 T12 -I V TV Y Mr SOLID / '12" BACKING @ GRAB BAR MAX. G L / 10'-9" / 6". 36" / 60" 1 TOILET / ACCESSORIES ITEM DESCRIPTION CAT # W (") H (") D (") Ti SOAP DISPENSER B-8221 3 1/4" 1" 10 3/8" T2 DIAPER CHANGING STATION KB100-00 35 1/4" 20" 4" T3 DOOR STOP B-687 . 2" 2" 2 1/8" T4 GRAB BAR B6806.99X36 36" 1 1/2" — T5 GRAB BAR B6806.99X42 42" 1 1/2" — T6 PAPER TOWEL DISPENSER/ WASTE RECEPTACLE B-4369 12 3/4" 28" 4" T7 TOILET TISSUE/SEAT COVER DISPENSER (MEN'S TOILET) B-3471 17 1/4" 30 1/2" 4" T8 TOILET TISSUE/SEAT COVER DISPENSER/NAPKIN DISP. B-357 17 1/4" 30 1/2" 4" T9 TOILET TISSUE/SEAT. COVER DISPENSER/NAPKIN DISP. B-3574 17 1/4" 30 1/2" 4" T10 SURFACE MOUNTED HAT AND COAT HOOK B-6827 1" 6 1/2" 3 1/16" T11 T12 NOTE: ALL ITEMS ARE 'BOBRICK,' STANDARD FIN. UNLESS NOTED OTHERWISE. SEE ELEVATIONS FOR MOUNTING HEIGHTS OR MANUFACTURER'S RECOMMENDED HEIGHTS IF NOT SHOWN. ALL CASEWORK IS TO BE BUILT TO W.I.C. PREMIUM GRADE STANDARD REC = RECESS MOUNTED S.M. = SURFACE MOUNTED INTERIOR KEY NOTES 1 3 4 5 6 171 8 9 10 11 12 13 14 15 1161 1171 PAINTED GYPBOARD, SEE FINISH PLAN FOR DESCRIPTION 1541 SERIES FLOOR—ANCHORED LAMINATE PLASTIC TOILET COMPARTMENTS CERAMIC TILE, SEE FINISH PLAN FOR DESCRIPTION CERAMIC TILE COVED BASE, SEE FINISH PLAN FOR DESCRIPTION AIR NEUTRALIZER "MICROBURST" #9000 OR EQUAL — MOUNT 106" A.F.F. BEVELED EDGE PLATE GLASS MIRROR MOUNTED ON 3/4" THICK MDF. BACKER BOARD TO BE 1 1/2" SMALLER EACH SIDE GRANITE COUNTER TOP AND SPLASH, SEE FINISH PLAN WALL MOUNTED END PANEL PLASTIC LAMINATE TOILET PARTITION MOP SINK— SEE PLUMBING PLANS STAINLESS STEEL SHELF ABOVE MOP SINK, +72" A.F.F. WATER HEATER ABOVE MOP SINK — SEE PLUMBING PLANS DOOR, PER DOOR SCHEDULE 60" DIAMETER CLEAR SPACE 30" X 48" CLEAR SPACE ROOF HATCH ABOVE ROOF HATCH ACCESS LADDER DIVIDER PARTITION FOR URINAL RECEIVED CITY OF TUKWILA JAN 31 2017 PERMIT CENTER AVALON PROJECT AB U-BAKR 4423 REGISTERED ARCHI T CTS EDI LINARDIC STATE OF WASHINGTON 3 1 1ST PLAN REVIEW CORR 16/1/4 Revision Number Revision Description Revision Date Revision Schedule J 1200112th Avenue NE #B150 Bellevue, WA 98005 714-336-4714 2 Client: ABU-BAK %Drawn By: GPM Date: Oct 28-2016 Scale: 1/4" = l'-0" REVIEWED FC CODE COMPLIAI APPROVED FEB 0 2 2017 City of Tuba BUILDING DIVISION R ICI Sheet A1 .1 J CONTRACTOR SHALL UT_L_ZE ALL APPL_CABLE Ty? CAL AccEss B lily NOTES LETTERS AND NUMBERS: ELEVATION PLAN WHEELCHAIR ACCESS: 1. ABRUPT CHANGES I N WALKWAY LEVEL EXCEEDING " 4 (102 mm) ADJACENT TO APEDESTR{AN WAY (SUCH AS PLANTERS OR FOUNTAINS BUT EXCLUDING STREETS AND DRIVEWAYS) SHALL BE IDENTIFIED BY A 6" (252 mm HIGH) CURB. UBC SECTION 1133B.8.1. WALKWAYS/ PEDESTRIANS WAY D 36* MIN 36"MIN 42' MIN 18" 1. WIDTH TO HEIGHT RATIO BETWEEN 3 : 6 AND 1 :1. �'\ 2.STROKE WIDTH TOHEIGHT BETWEEN 1:6AND 1:10. 3. CONTRAST CHARACTERS AND SYMBOLS WITH BACKGROUND. ��/ 4. 3ANSSERIFCHARACTERs. SIGNS / PICTOGRAMS TOILETNHSO OCCURS) 1-1/213 DIAMETER qNy 1. MINIMUM CLEAR FLOOR OR GROUND SPACE FOR FORWARD OR PARALLEL APPROACH 30"x48" �DT1, 1�� 1 ♦' ��- I ♦ -i- ��_ ��- 0 LAV ��0 LA I/ �� 0 •- PEENED FINISH &250 LBS. CAPACITY 42' MAX = 4 INCLUDING KNEE SPACE UNDER PROJECTING OBJECTS. ♦ 2. ACCESSIBLE CLEAR FLOOR OR GROUND SPACE TO ADJOIN ONE SIDE OF REQUIRED MINIMUM r ♦ SPACE AND ADJOIN THE REQUIRED ACCESSIBLE ROUTE. -`� I I 3. IF MINIMUM CLEAR FLOOR OR GROUND SPACE HAS ONE TO THREE SIDES CONFINED BY _ Z Z Z _ 36" MAXIMUM '� g I I VERTICAL SURFACES, ADDITIONAL W MIN. WIDTH OF MANEUVERING SPACE I3 TO BE PROVIDED. 2 E> 2" MAX 2a" vi RAISED L J ♦ 5. PICTOGRAMS / PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY• Z 1, 48" MIN 4. FLOOR OR GROUND SURFACE TO BE FIRM, STABLE AND SUP RESISTANT. _• ■ THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE 12' �� ♦ Gy -7 I PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" = C L E A R _CLEAR CLEAR ` x d F- o _ �` ' MINIMUM HEIGHT. i. C4FLR. 5. BASES, ENCLOSURES OR FIXED SEATS NOT TO IMPEDE ACCESS FOR WHEELCHAIR USERS. FLR. SPACE SPACE FLR. SPACE - - (a) SIDE REACH POSSIBLE PARTIAL ENCLOSURES: Y m • , 2r MIN. y 1111/' Al ----- AND BACKGROUNDS SHALL BE NON J J ♦ L ¢ g O ,'�I, ,\\ /, N.T.S. COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD THRESHOLD FIN. FLOOR LEVEL ■1, X m ■ 6. CHARACTERS OF -GLARE if i 1a uuuul 1111■ IEEE CONTRASTING COLORS. • ~ kr,: = `•' =• ■a 1111■■■■■ II +- ■ vitk, Milk �.u- 1 a' 7. SIGNS /PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT ♦♦ in ■� ■� ' I 0 \0 M o IV EN TO DOOR LEADING TO THE ROOM OR SPACE THEY DESCRIBE AND AT 60' A.F.F. TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH WITHIN W OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS/ OR STANDING WITHIN THE DOOR SWING AREA. 8. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM OF 80" REQUIRE MINIMUM 3" CHARACTER HEIGHT MEASURED BY USING UPPERCASE "X". CHARACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING DISTANCE FROM WHICH READ. LOWER CASE CHARACTERS PERMITTED. SIGN LOCATIONS: 48" MIN. 48" MIN. 60" MIN ♦ ♦ ` ELEVATION PLAN 6. ENCLOSURES PROJECTING INTO WALKS, HALL, CORRIDORS OR AISLES TO COMPLY WITH REQUIREMENTS FOR PROTRUDING OBJECTS. SEE SECTION C ON ACCESSIBILITY NOTES. 7. MINIMUM 30' ENCLOSURE WIDTH WHEN PROJECTIONS EXCEED 12". 8. MAXIMUM 19" PROJECTION OVER CLEAR FLOOR OR GROUND SPACE. / 1 8' MAX TOE CLEARANCE 1r TOW TO TOP OF 8" MAX. TOE CLEARANC 1r MIN. ' y TOILET SEAT MIt;DEPTH A CLEAR FLOOR SPACES ,r ROLL PAPER HOLDER NOTE: WITHOUT STOPS r „ X 48 Mil „ PROVIDE PRIVACY DOOR LOCK WHEN IT ISA PRIVATE ATE TOILET OR FOR UNISEX USE. 9. ENCLOSURE PROJECTIONS SHOULD BE A MIN.OF 27' ABOVE FLOOR OR GROUND SURFACE TO LOWEST POINT OF ENCLOSURE. MIN. CLR. ' EMI B ELEVATIONS GRAB BARS; SEE TYPICAL ACCESSIBILITY 2 g G IF L R SPACE NOTES SHEET. . L 19" MAX I II- - - J FULL HEIGHT ENCLOSURES: A PRIVATE/ UNISEX TOILET ROOM MEN 9• ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE STANDARD SIGN. - 130"MIN. (Y)j, C; WHERE THAN 24', A MIN. OF DEPTH (X) IS GREATER 10. ENTRANCE 30" MINIMUM WIDTH, UNLESS NOTED OTHERWISE. WIDTH (Y) SHALL BE 36" 32" R OR T.S. 0.E, S1NG�E AR „_ �► 6+MIN' S. I ., MIN �'�~ ` 18» MIN / f O - + RAIL FLOORCPLAN' TYP. / RECESSED FOUNTAINS: ,n' MAX PILE HT. ( \\\1\11\�\1\111\\\C EEC', `11`1 "11`1 _ T J/ Y - r (--• 0 n 10. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. 11. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY As PART OF THE BUILDING DIRECTORY. FULL TELEPHONE EQUIPMENT: HEIGHT ENCLOSURE A TRANSITION BETWEEN FLOOR FINISHES (b) ELEVATION 11. AT LEAST ONE PHONE INABUILDINGORFACILITYTOBEEQUIPPEDWITHVOLUMECONTROL FOR HEARING IMPAIREDE USERS. 12. PUSH-BUTTON CONTROLS ARE REQ'D. WHERE SERVICE FOR THIS EQUIPMENT IS AVAILABLE. PLAN 13. 29' LONG CORD FROM TELEPHONE TO HANDSET. 'ESTROOMS INTERNATIONAL SYMBOL 2 1 OF ACCESSIBILITY: ��i �/�/�/� ',., _i/r MAX MODOM OMMDM MOMMQ 12. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. 13. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. B _ THRESHOLD 1!4" MAX I 14. MOUNTING HEIGHT TO HIGHEST OPERABLE PART OF EQUIPMENT IS 48" FOR FRONT REACH AND X Q - C�=yy n 6 A o . M A RECESSED z � j� CN J-------- o / FOUNTAINS 8 u ���IN z „��M EXTENT OF WING WALLS AS OCCURS 6 °� A � ��"R 6 -- B A 1 X . z N " PROJECTED (�\ \ S� NG -` c�R FOR TEXTURED• FOUNTAINS 1. CONTRACTOR SHALL COORDINATE SIZE OF WATER FOUNTAIN TO BE USED AND SIDE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS AND RECOMMENDATIONS. Typ 2. SEE TYPICAL ACCESssIBWTY NOTES SECTIONS "J" . �" 3. FOUNTAIN & GUARDRAILS, ETC. SHALL NOT REDUCE �� ' THE REQUIRED ACCESSIBLE ROUTE/PATH WIDTH. 4. ILLU8TRATIONSSHOWNHERE ARE FOR DIMENSIONAL TYP.- ACCESSIBILITY PURPOSES ONLY. 'L ( I ¢ 54' FOR 310E OR DIAGONAL REACH. �J 1 1 N g 2 1 X Y I °' I I Y z 1 1 ADDITIONAL NOTES: �� `♦ : 0�� ,. 14. WHEN ENFORCING AGENCY DETERMINER, IF APPROPRIATE, SPECIAL DESIGNSAND COLORS MAY BE APPROVED. 14A. POST INTERNATIONAL SYMBOL OF ACCESSIBILITY ON OR ADJACENT TO ALL DISABLED ACCESSIBLE BUILDING ENTRANCES. CBC SECTION 11032.4., BRAILLE: ^- � / X ♦ _ _ __J I I 15. TELEPHONE SHALL BE HEARING AID COMPATIBLE. C i / / �/ LEVEL CHANGESID / // // NOTE: IF Y< 30 INCHES THENX>271NCHE8 (c) FORWARD HEIGHTS +10"1411L.1,_ 18. SEE SECTION 1 ON THE TYPICAL ACCESSIBILITY NOTES SHEET FOR'ADDITIONAL REQUIREMENTS" NOTE: IF z>12 INCHES THEN Y INCLUDING INFORMATION PERTAINING TO TEXT TELEPHONES. SHALL BE>30INCHE3 REACH REQUIRED AND CLEARANCES PUBLIC TELEPHONE MOUNTING NOTES: 15. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL 1. 1/2' MAXIMUM TOTAL HEIGHT WITH 1/4' MAXIMUM VERTICAL CHANGE AT EDGE. 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4' VERITCAL LEVEL CHANGE. 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. THRESHOLD AND LEVEL CHANGES © DRINKING FOUNTAINS B 18. 02 INCH SPACE BETWEEN CELLS. 17. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. SIGNS AND PICTOGRAPHS N.T.S. 0 N.T.S. ® N.T.S. N.T.S. PULL SIDE PUSH SIDE HARDWARE: ... � r X 1. OPENABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. a - '� 2. OPENABLE BY SINGLE EFFORT LEVER DEVICE ,�- man 2 18"MIN.24"PREFi:RRED r , -TYPE (NOT REQUIRING GRASPING, PINCHING OR TWISTING). rot �� . $ Z 3. MOUNTED 36" TO 42". 1,���► = , I I 4. MAXIMUM 8.5 LBS. EFFORT TO OPERATE EXTERIOR DOOR, u'� 11:,41,‘-‘41,. %"1 / 48" jr I I 5 LBS. FOR INTERIOR. A HIGH FORWARD REACH LIMIT NOTE: X = 12 INCHES (305mm) IF DOOR X FRONT HAS BOTH APPROACHES A CLOSER AND LATCH. - SWINGING DOOR ..N_ - :�` ,1 _ - - ` PULL SIDE PUSH SIDE 54• MIN. I b X F> �, a 36" TO 42" LEVER , 3 I OR U SHAPED ���I��� x r 1 11 HANDLE -- ���1� _�� 10" MIN. BOTTOM 0 � I1 RAIL OR PROVIDE z Z } ICK PLATE 48" 48" ,`'// NOTES: NOTE: NOTE: X = 36 INCHES Y 48 INCHES �/"�;� (915mm) MINIMUM IF = 1. 2. 3. XSHAILBE<2sINCHE8;Z8HALLBE>X WHENX<20 WHENX1320TO25INCHE3,THENYBHALL INCHES, THEN YSHALL BE48INCHES MAXIMUM. BE 4a INCHES MAXIMUM. Y 60 INCHES (1525mm); (1220mm) MIN. " X=42 INCHES IF DOOR HAS BOTH j1065mm) IF Y=54 INCHES A LATCH AND CLOSER j1370mm) A RUBBER DETAIL ON BUMPER CHAIR MAXIMUM FORWARD REACH HINGE SIDE APPROACHES - SWINGING DOOR DOORS B OVER AN OBSTRUCTION PULL SIDE X(24"MIN.) --- PUSH SIDE © N.T.S. 30" s �1 f KW z . r X (24" MIN<1 z 48' MINIMUM 111111110 11, ii ♦ �� [1--> gra nu Fl1 ' .04 �, NOTE: NOTE: ---, 10" ♦ - X = 54 INCHES Y = 48 INCHES CLEAR 30" FLOOR SPACE HIGH AND LOW (1370mm) MINIMUM IF (1220mm) MIN.IF DOOR HAS CLOSER DOOR HAS CLOSER HINGE SIDE APPROACHES - SWINGING DOOR C PARALLEL APPROACH D SIDE REACH LIMITS 48" MINIMUM 54" MIN. 24" MIN. 24" 30 • Jr ♦ r----1 E ►I ►I ♦ ♦ r -1 z Z II 2aa III a r�z Fo '` II I</' v. Willa I I I I I I FRONJ APPROACH SLIDE SID APPROACH LATCH SIDE APPROACH E MAXIMUM SIDE REACH OVER AN OBSTRUCTION FOLDINGDOORSAND F FOLDING DDOORAND SLIDINGLINDOORAND TWO HINGED DOORS IN SERIES OREACH REQUIREMENTS NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. MANEUVERING CLEARANCES AT DOORS RECEIVED CITY OF TUKWILA JAN 31 2017 N.T.S. CI N.T.S. PERMIT CENTER 4423 V, REGISIT REDTE ARCHCTS ABU-BAKR EDI LINARDIC STATE OF WASHINGTON 0 z i-- m w (0 J z< 0 _Z z LL Et CO O w (r) 1.t E" CO wZ U Z� w U c' -J Z -Da. ;1 - 1ST PLAN REVIEW CORR 16/1/4 Revision Revision Number Revision Description Revision Date Revision Schedule 1200112th Avenue NE #6150 Bellevue, WA 98005 714-336-4714 Client: ABU-BAKR REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 2 2011 NKWIIca /Drawn By: GPM Date: Oct 28-2016 Scale: City 0 10 A1 .2 �j HANGER WIRES SEE CEILING NOTES LIGHT FIXTURE SEE ELECTRICAL DWGS. IIIIII��II�I�II�III��IIIIIIIIIII�IIIIIIIIIIII��II�III ACCOUSTICAL CEILING FLUSH DOWNLIGHT DETAIL 1/2" = 1'-0" ACOUSTICAL OR GYPSUM BOARD CEILING WHERE OCCURS FLOOR OR ROOF STRUCTURE - 4-12 GA TAUT SUPPORT WIRES- SEE NOTE BELOW LIGHT FIXTURE CROSS RUNNERS @ 2'-0" O.C. ACOUSTIC TILES MAIN RUNNERS @ 4'-0" O.C. NOTE: ALL FLUSH AND RECESSED FIXTURES 56 LBS. OR MORE MUST BE INDEPENDENTLY SUPPORTED BY 4 OR MORE 12 GA WIRES ATTACHED TO THE FIXTURE AND THE STRUCTURE ABOVE. THESE 4 TAUT WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE ABLE TO SUPPORT 4 TIMES THE WEIGHT OF THE UNIT. ® LIGHT FIXTURE ANCHORAGE 1/2" = 1'-0" WOOD STUDS AND GYP. BD. PER WALL LEGEND "TIMELY" DOOR FRAME PER SCHEDULE DOOR — SEE DOOR SCHEDULE DOOR HINGE AS REQUIRED NOTES: 1. SEE DOOR SCHEDULE FOR DOOR THICKNESS, FIRE RATING, AND FINISH. 2. REFER TO SPECS. FOR FINISH HARDWARE SCHEDULE. 3. PROVIDE A 3 DEGREE BEVEL AT BOTH SIDES OF DOOR AND PROVIDE 3/32" CLEARANCE BETWEEN DOOR AND JAMB, EACH SIDE. 4. ROUGH OPENING SHALL BE 1 1/4" OVER DOOR WIDTH. INTERIOR DOOR JAMB AND HEAD ®DETAIL 3"= 1'-0" it ht., .ilA etYal't. A 4 NIP INTERIOR WALL SILL DETAIL 3" = d WOOD STUDS TYP PROVIDE 2x PTDF SILL W/HILTI 'SDM72' FASTNERS 32"O.C. (LC.B.O #290 AND #2308, UPDATED #1147) W/MIN. PENETRATION =1-7/16" WALL BASE FLOOR MATERIAL 8" MAX MAX TYPICAL HANGER WIRE, SEE NOTES CONT. RUNNERS (SPLICE ALL JOINTS) POP RIVET SUSPENDED CEILING PANELS ®SUSPENDED CEILING GRID 3" = 1'-0" 8 Reflected Ceiling Plan 1/4" = 1'-0" NOTE: ALL 24"x48" Parabolic Fluorescent Lights SHOWN ARE EXISTING FIXTURES TO BE RELOCATED IN NEW CONFIGURED CEILING GRID 4,_O„ 8'—O" MAX. 12 GA. VERTICAL HANGER WIRE @ 4'-0" EA. WAY W/ MIN. 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE 12 GA. BRACING WIRE W/ MIN. 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE- TYP. @ ACOUSTICAL TILE CLGS. COMPRESSION STRUT WHERE BRACING WIRE OCCURS- TYP. @ ACOUSTICAL TILE CEILINGS 2" MAX. FROM BRACE WIRES `TSO CROSS RUNNER CROSS RUNNERS @ 2'-0" O.C. ACOUSTICAL LAY -IN CLG. OR GWB CLG. SYSTEM MAIN RUNNERS @ 4'-0" O.C. HEAVY DUTY ARMSTRONG PRELUDE XL SYSTEM (ESR# 1308) PERIMETER WALL OR CEILING HEIGHT CHANGE ATTACHED WALLS NOTE: BRACING WIRES AND COMP. STRUT SHALL OCCUR AT EVERY 96 SQ FT. MAX. IN ROOMS OVER 100 SQ FT. CROSS RUNNERS TYP. MAIN RUNNERS BRACING WIRE LOCATION - TYP. STRUTS 8" MAX FROM ADJ. WALL TYP. @ FREE WALLS Drafting 5 1/2" = 1'-0" WIRE HANGER Q 4'-0" O.C. EACH WAY 2'-0" x 4'-0" ACOUSTICAL TILE SEE SPECS, TYP. MECHANICAL AND LIGHT FIXTURES MUST BE CONNECTED TO (1) VERTICAL 12 GA WIRE ATTACHED TO OPPOSING CORNERS ALONG THE FIXTURES DIAGONAL. SEISMIC LOCKING CLIP FREE WALLS LATERAL SUPPORT POINT. SEE DETAIL O & 0 WHERE FIXTURE ROW FALLS BETWEEN MAIN RUNNER, USE 4'-0" LG. MAIN 4'-0' O.C. AS CROSS TEE. CROSS RUNNER MAIN RUNNER HANGER WIRE TIE W/3 TURNS IN 1 1/2" TYP. CROSS RUNNER 6'-0" MAX. 1. UP TO 8'-0" USE 1- 3 5/8" 25 GA. MTL STUD ©12'-0" O.C. 2. 8'-0" TO 10'-0" USE 2-1 5/8" 25 GA. MTL STUDS 12'-0" O.C. FASTENED BACK TO BACK © EACH SIDE. 3.10'-0" TO 15'-0" USE 2- 2 1/2" 25 GA. MTL STUDS, FASTEN SAME AS NOTE #2. 4. ALTERNATE: UP TO 5'-0" USE 3/4" 0 EMT CONDUIT O SEISMIC POST SCHEDULE 12'-0" O.C. EACH WAY TO LATERAL SUPPORT POINT w�- • ENDS MIN. 1/2" CLR(TYP.) (] 2"x2'HDWALL ANGLE AROUND PERIMETER FACE OF WALL OR DEMISING PARTITION. ACCOUSTICAL CEILING DETAILS 1/4" = 1'-0" �h'1 /01 SPLICE PROVIDE 2410 SCREWS AFTER TILE PANEL IS INSTALLED SEISMIC POST OR COMP. STRUT. SEE SCHEDULE "D" FOR RESTRAINT BRACE 12 GA. WIRE SPLAYED @ 45° 4 -DIRECTIONS. ALL WIRES ATTACHED TO MAIN RUNNER. PLACE STRUTS W/IN 2" OF 4 SPLAYED WIRES. 11t111tlt�t�t A 0 - BOLT COMPRESSION MAG.STRUT @ TOP &BOTFY . RESTRAINT WIRES • • CROSS RUNNER MAIN RUNNER 2'x2' OR 2'x4' ACOUSTICAL TILE IN METAL SUSPENSION T GRID SYSTEM. INSTALL FIRE RATED CLG. INSTALL PER ICC REPORT # ESR 1308 MAIN RUNNER A LATERAL SUPPORT BRACE @ 12'-0" O.C. EACH WAY CEILING NOTES: 1. ALL HANGER WIRE SHALL BE #12 GALV. WIRE OR CODE -APPROVED EQUAL. 2. ALL HANGERS AND RUNNERS SHALL BE ACCURATELY LEVELED AND BE SPACED IN ACCORDANCE WITH MANUF. SPECS. 3. ALL INTERSECTIONS AND CONNECTION ACCESSORIES THROUGHOUT SHALL BE CAPABLE OF WITHSTANDING DESIGN LOADS REQUIRED BY LOCAL CODES. 4. AT LIGHT FIXTURES PROVIDE #12 GALV. WIRE AT DIAGONAL OPPOSED. 5. SEE ELECTRICAL DRAWINGS AND REFLECTED CEILING PLANS FOR LOCATIONS AND DIRECTIONS OF UGHT FIXTURES. RECEIVED CITY OF TUKWILA JAN 31 2017 PERMIT CENTER AVALON PROJECT 4423 V.,..,....7 REGISTERED ARCHIT CTs ABU-BAKR EDI LINARDIC STATE OF WASHINGTON 0 z> O J Co Z F— (T) �O 0 F— L.L. D O w —J LL W ZI-- g D Z W- U U W 2 I— U Es EtQ — d' r 1 Revision 1 Date 1 1 1ST PLAN REVIEW CORR 16/1/4 Revision Number Revision Description Revision Date Revision Schedule 1200112th Avenue NE #8150 Bellevue, WA 98005 714-336-4714 Client: ABU -BAR REVIEWED FOR CCDE COMPLIANCE APPROVED FEB 0 2 2011 City of Tukwila Drawn By: GPM Date: Oct 28-2016 Scale: As indicated Sheet A1.3 ON