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HomeMy WebLinkAboutPermit D08-513 - FITNESS SHOP - WALLS, CEILING GRID AND STOREFRONTFITNESS SHOP 16915 SOTJTHCENTER PY D08 -513 Parcel No.: 2623049011 Address: 16915 SOUTHCENTER PY TUKW Suite No: Tenant: Name: FITNESS SHOP Address: 16915 SOUTHCENTER PY , TUKWILA WA Owner: Name: OCM ESCROW ADMINISTRATION Address: 1717 MAIN ST 8TH FL- ESCROW , DALLAS TX 75201 Phone: Contact Person: Name: RYAN SCHOFIELD Address: 2442 NW MARKET ST #69 , SEATTLE WA 98107 Phone: 206 234 -2314 Contractor: Name: AEDIFEX INC Address: 2442 NE MARKET ST #69 , SEATTLE WA 98107 Phone: 206 784 -2150 Contractor License No: AEDIFI *945RA DESCRIPTION OF WORK: FINISH EXISTING WALLS. ISNTALL CEILING GRID AND NEW STOREFRONT. Value of Construction: $40,000.00 Fees Collected: $1,154.55 Type of Fire Protection: SPRINKLER/AFA International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 0019 doc: IBC -10/06 Cityllbf Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D08 -513 Issue Date: 02/03/2009 Permit Expires On: 08/02/2009 Expiration Date: 02/19/2010 D08 -513 Printed: 02 -03 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: City Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: _ I i ►Jib ' Date: Signature: Print Name: doc: IBC -10/06 � 'f ny, �-`' Permit Number: D08 -513 Issue Date: 02/03/2009 Permit Expires On: 08/02/2009 Date: DAvAll I hereby certify that I have read and - , - ,,, ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie 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. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -513 Printed: 02 -03 -2009 • City of Tukwila Parcel No.: 2623049011 Address: 16915 SOUTHCENTER PY TUKW Suite No: Tenant: FITNESS SHOP 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -513 Status: ISSUED Applied Date: 12/10/2008 Issue Date: 02/03/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 D08 -513 Printed: 02 -03 -2009 • 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: 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) 17: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 18: 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) 19: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 20: 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) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: 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) 25: 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 1011.5.1) 26: 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 doc: Cond -10/06 D08 -513 Printed: 02 -03 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 27: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 29: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 31: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 33: Local U.L. central station supervision is required. (City Ordinance #2051) 34: 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 #2051) 35: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. doc: Cond -10/06 D08 -513 Printed: 02 -03 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -4407. 44: ** *PLANNING DEPARTMENT CONDITIONS * ** 45: The new storefront system needs to match in style and color of the existing storefront system. * * continued on next page ** doc: Cond -10/06 D08 -513 does not imply approval of Fire Prevention Bureau at Printed: 02 -03 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature: Print Name: doc: Cond -10/06 D08 -513 Date: 2- k ) al ordinances governing or local laws regulating Printed: 02 -03 -2009 King Co Assessor's Tax No.: '2 oW `la 1 Site Address: l (p C1 1 C ` - 1.\ - . v v1 C ----,( 1 Suite Number: E CD Y Floor: Tenant Name: cl 4'61`{ S New Te ant: .... Yes Property Owners Name: ..No � ._ � 1 *-t. �. Avim : �k is) "Fa-. � ti 1? c-, l t,Ann �.. � Mailing Address: '2- h IN Wvct,•tiU # (� �1 -fc [ Y C JC - City State Zip CONTACT PE Mailing Address: - \ 2 1n§ 1^i E -Mail Address: `Z. 4 rJ Name: GENERAL CONTRACTOR INFORMATION -- (Contractor Information for Mechanical ( 4) for Pl umbing and Gas Piping (pg Company Name: As,1 �X / Mailing Address: V`'` City Contact Person: �■.( (S�J `� c (2) State Zip Day Telephone: - Z 3'4 1 E -Mail Address: ��� a r J Lt� J, �c c-5 Fax Number: 2-,42A 2_3„/ Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWI; Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cLtukwila.wa.us 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* * Company Name: 1 —CAA \AA \ A Mailing Address: 1'30 LAVA_ 4 c Q:\Applications\Porms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh ct Day Telephone: 2rg-e 2 - 3 LI 23L 2 1 ccA cie/0 City State Zip Fax Number: ?AA c '2_36 City State Zip Day Telephone: t o , p 32" 2'- `5 5 Fax Number: NEEt OF REC( IIpla must t st amped, by City Day Telephone: Fax Number: State Zip Page 1 of 6 ON — 206 - 431 -3670 BUILDING Valuation of Project (contractor's bid price): $ L ( 61(9 C., C) Scope of Work (please provide detailed information): - n p r.rA a ,""\i3 _ I J 0 w 411 e? / lA1 I LA) all e") Will there be new rack storage? ❑.... Yes No If yes, a separate permit and plan submittal will be required. ovide All Building Areas 1ri Square Footage Be b t at Floor ....................... thru ; Floori. Detached Garage Attached ,CF Coveted Decl Uncovered Deck addition to Existing Structiuire pe of fancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ,a'" Automatic Fire Alarm 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 ' ety 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. Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh X No Compact: Handicap: If "yes ", explain: None Existing Building Valuation: $ it A l l ❑ Other (specify) Page 2 of 6 Print Name: Mailing Address: PERMIT APPLICATION NI Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extegsion shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 IZE ENT: Signature: Date Application Expires: 621 oel I Date Application Accepted: 2_ Lk Z IZ1 Acit) Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh i licable to all- Twit in this applicatio Date: 12 \10W Day Telephone: 2011 23' 23 City State Zip Staff Initials: Page 6 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Types' Qty Bathtub or combination bath /shower Drinking fountain • water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste gri • i er, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, s' , gle head trap Urinals Dishwasher, domestic, with independent drain Lavato i ater Closet Building sewer or trailer park sewer Rain ater system — per dra (inside building) Wa heater and /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors • , . .air or alteration of water , ping and /or water treating equipment Repair r alteration of drains: or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas Contact Per on: E -Mail Add ss: Contractor Re ' tration Number: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Valuation of Plumbing irk (contractor's bid price): $ Valuation of Gas Piping wo (contractor's bid price): $ Scope of Work (please provide . -tailed information): City Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping o ets being installed and the quantity below: State Zip Day Telephone: Fax Number: Expiratio i ate: Page 5 of 6 Receipt No.: R09 -00176 Payee: AEDIFEX, INC. ACCOUNT ITEM LIST: Description doc: Receipt-06 BUILDING - NONRES STATE BUILDING SURCHARGE • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 2623049011 Permit Number: D08 -513 Address: 16915 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 12/10/2008 Applicant: FITNESS SHOP Issue Date: Initials: JEM Payment Date: 02/03/2009 10:39 AM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 4176 701.50 Account Code Current Pmts 000/322.100 000/386.904 RECEIPT Payment Amount: $701.50 697.00 4.50 Total: $701.50 I Printed: 02 -03 -2009 Parcel No.: 2623049011 Permit Number: D08 -513 Address: 16901 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 12/10/2008 Applicant: FITNESS SHOP Issue Date: Receipt No.: R08 -03904 Initials: JEM Payment Date: 12/10/2008 10:49 AM User ID: 1165 Balance: $701.50 Payee: AEDIFEX, INC. TRANSACTION LIST: Type Method Descriptio Amount ACCOUNT ITEM LIST: Description dor. Rer int -O6 Payment Check 4116 453.05 PLAN CHECK - NONRES City of Tukwila Department of Communit Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 453.05 Total: $453.05 Payment Amount: $453.05 0383 12/10 9707 TOTAL 453.05 Printari 12- 1(1 -200R Project:. • . F ", /Ales5sha ii Type of Inspection: Fr / Address: / 6 ' 4.5 5,0, ( Pi. Date Called: Special Instructions: Date Wanted: � Q 5 eirt Requ Phone No: (=.D60 23 Y - 2? / t ( A per applicable codes. t Corrections required prior to approval. — COMMENTS: ic-IrifribfranI 4/, 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 $. x.00 ' EINSPECTION FEE 12 i t 6300 Southcenter Blv .a. QUIRED � , Suit Date: Prior to inspection, fie must be 00. Call to schedule reinspection. Date: /)del?- s/ Project: / - /iii 55�Shb: Type of Iection: r iti4 / ? /4,1/Ail Address: " I (2 � � Date Called: Special Instructions: )-1 d.k( (4A // /. l,vsi w4F, u , 84 / ie. Q?aG- 316 -‘3Sd Date Wanted: a r. - S` o9 . . ' Requester: 6 6 - 23 1 1 - -- 23 /1 / INSPECTION RECORD Retain a copy with permit / INSPECTION NO. PERMIT NO! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: V lnsp Date: 5 ( e Approved per applicable codes. EJ Corrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sche reinspection. Receipt No.: Date: Project'. I — i J AI Type of Inspection: , 5 ✓Dor i il,,1„ , Address: Date Called: Special Instructions: Date Wanted: . - 2✓ - C 7 a.m. .m. Requester: Phone No: y Add -s'� 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Ike 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. N COMMENTS: Date: 2 _ � 5-- ()/ 60.00 REINSPECTI014 FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenn((er lvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type o spection: s/S 4y'n/,/ ,6 4 1 -/ ,^t' (f -_,. c(' Special Instructions: -7 'I L /' r s Erf'i j .-rzt 2 Pho a No' I Project, f— /T/Vc,..S (5/ Type o spection: s/S 4y'n/,/ ,6 4 Ad re ��� 'f 5 �S� (1,01:. Syr Date Called: Special Instructions: Date Wanted: .2 - z3 -27 m. Requester: Pho a No' ❑ Approved per applicable codes. pector: 0 $60, paid Receipt No.: INSPECTION RECORD Retain a copy with permit Date: DD& - 5/3 PERMIT N INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. 'Date: INSPECTION FEE REQUIRED. P for to inspection, fee must be 300 Southcenter Blv ., Suite 100. Call to schedule reinspection. o$ � / Proj 7 V S v /f 7- 61(5 TYpe of tsr 1 v Address /G' ..re)///74 Piy Date Called: Special Instructions: Date Wanted: Z -- y d 5 ae p.m. Requester: Phone No: .c. 66-214/-23/9 INSPECTION RECORD Retai • -copy with permit UKWILA BUILDING DIVISION 6300 Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)4311361; 0 Approved per applicable codes. ❑ Corrections required prior to approval. CO MENTS: ns Date: 00 REINSPECTION ?EE REQUI D. Prior to inspection, f�e must be id at 6300 Southcenter Blvd., Su' a 100. Call to schedule reinspection. Receipt No.: 'Date: Project: +we 5 S e Type of Insp ction: SP civii _ ,erect~. C0.14-4-16A- / Fil Address: fbgr " 5 . C • 'lei Suite ##: Contact Pe on: 14 1 1 , Special Instructions: , i d Pl one N : Need s Shift I nspectio n: Sprinklers: Fire Alarm: Hood & Duct: Monitor: --------------- - - - - -- - -- - - - - -- Pre - Fire: Permits: ' Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word/Inspection Record Form.Doc 1/13/06 CITY OF TUKWILA FIRE DEPARTMENT c . S- 4e7 r ,ciesessithzL,3, hoo- .9a6 PERMIT NUMBERS ._. 444 Andover Park East, Tukwila, Wa. 98188 _ 206 -575 -4407 ri Corrections required prior to approval. COMMENTS: P - cl o, C 61( - • Inspector:.. Date: c 1 Hrs.: /. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 I Project: ++ i1 �$ S �repkrT P S S 5 P Type of Inspection: S 1 'env eie Address: Suite #: 1P/6141 Co tact Pe on: �' Special Instructions: • • Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: f IN:SPECTI O N RECORD Retain a copy with permit INSPECTION NUMBER CITY 'OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 • Approved per applicable codes. bg 5- Dof?..s13 ILQ'- O+a7 PERMIT NUMBERS 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: C ue -ft_. a r Ifispector: Date: '- ,,/ Hrs.:• n $80.00 'REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila 'Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: Sprinklers: Type of Inspection: v Address: 164 i s-- Suite #: . c Contact Person: P Y A tvt_ Special Instructions: Occupancy Type: Phone No. :' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: �ixlp�.rii =ta • • INSPECTION NUMBER k ..ice°`' :• I+eei........:.. -. . INSPECTION,. RECORD Retain a copy with permit CITY OF TUKVUIL A FIRE DEPARTMENT I- PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable axles. !Corrections required prior to approval. COMMENTS: 5L2,4; .4 S f lea -3 A T..Z Ptr.a�S cleet i C$ - I.•45p4 a Date: t/i34a8 : Hrs.. • Inspector: I" , s--/ V pli $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from • the City of Tukwila .Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ACTIVITY NUMBER: D08 -513 DATE: 12 -10 -08 PROJECT NAME: FITNESS SHOP SITE ADDRESS: ACSOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 400 c , Bui ling Division Complete Comments: APPROVALS OR CORRECTIONS: PLAN REVIEW/ROUTING SLIP Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY Fire Prevention • Public Work Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n DATE: DATE: ATV& ill Ping Division n Permit Coordinator DUE DATE: 12-11-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required No further Review Required u REVIEWER'S INITIALS: DUE DATE: 01-08-09 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • ":".• . • • . . •-••-••••‘ ,,,,,-;.r.i.L,,,,•;:".....;.......?„-•••;•da'stiiicitsjit*4.,sitlioitiiit'co.:- • . • .•••• • -":'• • . , • ‘,, , .•' ' • NI 01° 1.0' • e psTEr„ Eviv i Izetsv•tri 42 .1 g * 14-1 R ri L.A tire* Z.o •c ht "iktz-*1- , c. , 0 4c , ; , tg9 4,1•. C 5 iltA • O' 1# 1 6 /* c- 6 1 - 1Ohl rff r H •t 1H67 Izogi4'i.010.12 Vtee pet, 1:i.P4-t‘fp (61zeiN6-10 re d p ig-5-11 PFoatvi ro eAo rg.tgaiy\ 5e. To hIr II TA /2. - • 1 5 r"sde.pt 1.0,4„142.stz, 7P 01 .4 - A le.A 7 PARCFI. '13" That portion of the Northeast quarter of the Southwest quarter (hereinafter referred to as the Subdivision) in Section 26, Township 23 North, Range 4 East, W.M., described as follows: BEGINNING at a point on the West line of said subdivision 765 feet North of the Southwest corner thereof; • THENCE North along said West tine 255 feet; TIIENCE East on a line parallel with the South fine of said subdivision to the West line of Southcenter Parkway (57th Avenue South) at a point 30 feet West of the centerline; THENCE South along said West line 255 feet, more or less, to the intersection with a line parallel with the South tine of said subdivision and bearing East from the POINT OF BEGINNING; THENCE West along said parallel line to the POINT OF BEGINNING; EXCEPT that portion thereof lying Easterly of the West line of Southcenter Parkway (57th Avenue South) as conveyed to the City of Tukwila by deed recorded under Reptding No 6343853; PT that portion thereof conveyed to the state at Washington for Primary No. I, under deed recorded under Auditor;s File No. 5992I06,. TOGETHER WITH that property conveyed by the State of Washington by deed recorded tonder Recording No. 8505150267; Situate in theCity of Tukwila, County of King, State of Washington. Pfa7 review approval is subject to errors anti orrilssions. Approv:Di of construction documents doss not autholize Clc, violation of any adopted code or ordinance. Receipt 0•' approved Field Copy and conditions is ackovfif- By Date: _ City of Tukwila BUIDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal arid may include additional plan review fees. DEC 2 3 2008 X. Smacbcomcm• ReAkional. M.11, Mord40414 Bo011eicha Frederick 4 *arm JC Panay 3. Parkas, SAWS loy's 1 Ito hignolia Hifi 3. Cancer Placa Pier Oct Looms impaelthaimet Clack. 4. Parkost Placa tail! Dan Silo • Eros Saporito 0 9141 movie chapter a4. Kos. Stara 3. Parilloo Ooraccoo Pack • Ntsoballk Clochopilao Pacliic Liwat 15•11A•15 MAJO9 stota-sas STUMM • 6. Wow Alleo T. Lactic O. AA Fornitass 9: JC Naar Suraituta ooclat 10. Dag hir c.P. furaityte otclec U04139 11. Coma lotto 12. R44 laila 13. Viodya 14. OCDocallio OUSELS 45. 17, WOE OJFICE NAGS 18. 19 . .31:1:),ARATE PERMIT i RE UIRED FOR: bhanical ctrical lumbing Gas Piping ' - City of Tukwila BUILDING DIVISION ;L--r1 L Oqle 6,+4 ■tr 5"tt-Id 6,01e.0 )OlN 4. ' 0..X.r 4, ,t-ih141-1 - 6W .11-1' 0=re,'>e" ,Iti...„5-....1.!"vo,ra (10-rip. \tr i ‘a• 1 ,01 .0,4. a • . . • '6.:0 • • • . . • AT 17' . 7C S Q: FAFR,r! - '0F't U A R D 8 ItiS ‘4 7 171 PR TO -k -F ir r ITIII.19440, • . ASPHALTIC - CONCRETE pAvIICIC.1)VER' Sa1 4 .2 :) ::2P..ig. iNILILAFZ-: 7 -d- 1 111111-111 I 1 - oistaiur mi 51Warosi mum.' e ROUND TAPERED ALUM,- STANDARD PERIPHERALLY REINFORCED AccEss DOOR CAST ALUM. NUT COVER ei ANCHOR BASE NON SHRINK GROUT X 36" ANCHOR. BOLTS • • Z CONCRETE FOO1IN3 4 *6 BARS VERTICLE *3 TIES HORIZONTALLY AT e. QC. -- 1111 E-Frofffirami .111B-- 1 i ft liffilliElr - 7 - W ,1401111" -r-Ter14L; GENERAL NOTES HI. Mechanical, electrical and plumbing drawings are bidder .design - portions of these shown on • architectural are to be coordinated with Mechanical drawings. 2. All utilities to be a part of this Contract. 3. Verify location of all utility stubs.- 4. All dimension lines to face of stud and centerline of beams and . columns, unless otherwise noted. 5. Drawings are not to be scaled. Contact Architect for resolution of . any conflicts or discrepancy. 6. Contractor to verify all field dimensions and Conditions - any discrepancy between plan and actual condition ket' attention of Architect for resolution. 7. Curb heights max. 7" and min. 4", max. step at doors toebe 1/2" or'es shown on details'. 8. Max. ramp to be 1 in 20 for handicap. 1 in 12 for all others, '9. See Civil Drawings (site development) for grading, site *utilities, catch basins, etc. . 10. Each Contractor to _inspect each sheet of drawings insofar as it may apply to his portion of the work. Contractors to coordinate so no' conflict occurs. 11. All site development, building construction and handicap provisions are to meet or exceed applicable portions of Washington State Handicap Standards (WSBF Design), 0.S.H.A., W.I.S,H,A., Washington State Code or locally amended counterpart, U.B.C., U.P.C. , U.M.C.,'N.F.P.A., etc., Local Zoning Codes and Local Amendments to these codes and standards. (All current editions as adopted by local authority). 12. Building address to be clearly visible, 13. No occupancy prior to issuance of Certificate of Occupancy. 14. Special test laboratory inspection required for all site welding,'high strength bolting, and all structural.conerete. 15. Pour no concrete when the anticipated site temperature will be-below 34 during the first 48 hours of curing. • 16. In the event of field errors or omissions the Contractor shall notify the Architect and make no repairs without his approval. 17. Contractor shall co-ordinate the work of all trades to avoid interference between divisions of the work. 1R. Contractor to provide all work, services, and materials necessary to construct a complete operating facility. 19. The Contractor shall apply and secure all occupancy, sewer, storm, water, electrical and other permits except building permits. He shall pay all necessary fees and post bonds required. 20. The Contractor to provide .energy budget calculations as required by Washington State Energy Commission. 21. Concrete walks to meet the following criteria: a. 4" thick with expansion joints at 20 o.c. and score joints at 5l-0" o.c. b. Slope for drainage -. 1% min., 3% max. 22. General Contractor responsible for all cutting and patching. 23. Repetitive features may be drawn only once, but shall be provided as if drawn full'. 24. Portable fire extinguishers per NEPA 10 and in construction shack. Permanent extinguishers by Owner. 25. Suspended ceilings to'be designed for seismic Zone III, submit °aloe. to local building authority for approval. 26. The Contractor shall call the Structural engineer observation prior to pouring,of precast panel and prior to of roofing, and as specified. 27, Geotechnical Engineer to verify soil bearing prior to footings. 2R. Geotechnical Engineer to inspect and approve. building pad prior to pouring floor. : 29. Geotechnical Engineer to,inspeet and approve paving areas prior to paving. 30. All roof mounted equipment to be: a. Curb mounted per plans. b. Approved by Structural Engineer for any beefing-.up of structure because of mechanical unit loads. 31. Provide • mechanical ventilation per Uniform Fire Code Chapter 81. ..•, 1975 and be approypd Department. for field application pouring of 32. Provide draft curtains at (9,600,s.f.lor 33. Required hydrants per City Ordinance to be operational prior to combustible building materials delivered to site. Hydrant locations shall be approved by Fire Department. 34. Fire sprinkler drawings are bidder design and shall comply with NFPh TYPICAL SIDEWALK ACCESS RAMP NO SCALE • • , • •.:. taerall • N is 0 0 0 N co ro co 4 0 PVC DOWNSPOUT TIGHT LINED TO STORM SEWERS PAINT (TYP) DOMESTIC WATER ro 1 SERVICE & SUPPLY N) 00 MATCH LINE CO 9 , -6 " 4 FIRE SPRINKLER RISER 2 "X8" ROOF HATCH WT WALL MOUNTED STEEL LADDER 4 "X8" TELEPHONE BOARD LAUNDRY F.P.H.B 2' O.P.D 5' -6" 46' -9" D.S. FURR. & INSUL. WALL (TYP. 3" STUB I N WALL 0. F.D. HAIR PERFORMER 6 87' -8" '-9'' 1' -1" TENANT PANEL POSSIBLE TENANT WALL LOCATION DOUBLE DOOR 8' RECESSED SOFFIT LIGHT (TYP.) 20' D.S. 199' 3"0 PVC CANOPY RAIN LEADER DOWNSPOUT TIGHT LINED PAINT (TYP) CONC. WALL N 4 /w 7 II 4 24' -6" 10' -4" J O < 0 o W m I U I U 1 0 FLOOR PLAN MATCH LINE 19' -4" 9' FROM THE EX W HA ON THE 1INTEF TD OCCUPA\ T L AD j 1'12 REMOg , EXI \ STIN,G '\ TQ�LETS AND PERIMETER WALL/ AND REPLACE WITH NEW ANOD. ALUM. STOREFRONT ENTRY NOTES 1. ALL TOILETS TO MEET WASHINGTON STATE BARKER FREE REQUIREMENTS FOR THE HANDKER -GN CAN BE CAVE WALL AS W.0 IF DOOR SWITCHES OUT. 2. VERIFY SIZE CF. FIRE SPRINKLER RISER FROM FOR CLEARANCES 3. PROVIDE J -BOX FOR EACH TENANT 3" 6' -3" 1' -4" sf REMOVE EXT. OUTLET F.P.H.B. TO BE DISCONNECTED. W 6' -4" 0 w w � o J W W Z J W W> 1 <Q 18' 3' -9 I 0 I 8' -6" 7' -6" t �l 36' -6" POSSIBLE TOILET LOCATION ,1 LINE OF 6 EQUAL LITES =33 -6" 7' -6" 4" RISER DOWN TO 6" SEWER (3' BELOW FINISH GRADE) 18' 0 HE WAY 7' -11" 73' THIS DOOR LOCKS BOTH WAYS 1 36' 18' v ATTR ES DEPO 10 Ya " =1' - p „ !j\ \ , , , / OCCU•ANT LOAD = 1 14 / I \. ( /,_/ I\ , j Qc- 1 ' , POSSIBLE TENANT WALL THE MEN'S WEATHER HOUSE T 6 EQUAL LITES =33' 36' -6" CO / / , l / Il 18' / 0 0 0 LEGEND 0 NEW STOREFROkkT NEW v1ETAL STUD FRAMED WALL EXIST. WALL TO REMAIN EXIST. WALL TO BE REMOVED INEVl vv ;LJ CODE COMPLIANCE APPROVED DEC 2 3 2008 City Of Tukwila BUILDINl DIVISION RECEIVED CITY OF TUKWILA DEC 0 91008 PERMIT CENTER v1ARK Q DESCRIPTION JV1P MANUFACTURER & NUMBER REMAR<S 3 DIE -CAST SINGLE FACE EMERGENCY EXIT LIGHT W/ ALUM. HOUSING & RED LETTER LED MCPHILBEN ER4DL -2- 12/27 -A -R EXIT \/ 71 2'x4' 3 -AMP FLUORESCENT STRIP W/ WHITE FINISH 40W METALUX 2GR8332 3 -LAMP 2x4 TROFFER - 17 2'x4' 3 -LAMP FLUORESCENT STRIP W/ WHITE FINISH 40W EMERGENCY BAC< -UP LIGHT - 1'x4' 3 -JUMP FLUORESCENT STRIP W/ WHITE FINISH 40W OWNER TO PICK !� 0 2 HEAT-VET-LIGHT 70W OWNER TO PIC< VENT OUT THRU WEST WALL 2 EMERGENCY LIGHT UNIT OWNER TO PICK 0 N F- W I-- z w C) F- 0 0 J W U- 0 C.) C) 0 C) z Q 0 U) Q 0 C) 0 z N io I Ln V) 03 I N) 03 N 4' 14' 12' 9' INTERIOR BUILDING LIGHTING LEGEND 46' — 87' -8" 6' -9" 1 J 5 —1" 3' —'1 O I i- CROSS TEE PER ASTM C635 45° o r 45° or less 20' 199' 6 MIN. 3/8 tfi 24'- 0 f12 HANER WIRE 19' -4" TB D 105 9' 11 #12 HANGER ARE ANCHORED TO STRUCTURE ABOVE MAIN OR CROSS TEE STABILIZER BAR SYSTEM TO KEEP PERIMETER COMPONENTS FROM SPREADING APART UNATTACHED WALLS OA 1' -4" STEEL STUD COMPRESSION POST ONLY IF REQUIRED BY BUILDING OFFICIAL / 4:{ i ' o '�d��.E:et �"► �I�'. e.�°1.e °.e�e.°d'°. e�!'e°J.r� 45° or less H0LL WITH 6' -4" 45° or less I- 18' 3' - 9 „ ALL 1 8. -6 7'— P THROUGH HANGER & THREE TIGHT TURNS 3" ( TOP TO BOTTOM) /,' MAIN CEILING BEAM PER ASTM C635 „ / 7' -6" G 18' 18' O SUSPENDED ACOUSTICAL CEILING TILE SEISMIC DETAIL 81' 4' LAY—IN, LING TILE x 36' EX T NOTE: ff • PROVIDE SPECIAL INSPECTION PER ASCE STANDARD 9.6.2.6 O \G INSTALLATION R�QUDREME \TS U.S.G. METAL FURRING CHANNEL W/ CLIPS OR APPROVED @ 24" O.C. 18' O 3' f TYP. / LEGEND N • MINIMUM 2" WALL MOLDING • GRID MUST BE ATTACHED TO TWO ADJACENT WALLS - OPPOSITE WALL MUST HAVE A 3/4" CLEARANCE. • ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. • PERIMETER SUPPORT WIRES MUST BE WITHIN 8" OF CEILING EDGE. • PROVIDE MANUFACTURERS HEAVY GRID SYSTEM. • CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRAINT WIRE OR RIGID BRACING. • CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS. • CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. • CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. • CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. • SYSPENDEDED CEILING WIL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL. • IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL AND METHODS AS DESCRIBED IN I.B.C. SECTION 104.11 TO LOCAL BUILDING OFFICIAL. • SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM C636. IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. VERTICAL AND PERIMETER HANGERS INSTALLED PER ASTM C636 AND MANUFARURES REQUIREMNETS. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. O I u) N) N- F' r EW STOREFRONT EW METAL STUD FRAMED WALL EXIST. WALL TO REMAIN EXIST. WALL TO BE REv10VED 8 GA. HANGER WIRE @ 24" O.C. 1 1/2" U.S.G. METAL FURRING CHANNEL OR APPROVED @ 48" O.C. SLICE CHAN \ELS W/ 12" OVERLAP & SECURE W/ DBL. STRA \D 18 GA. TIE WIRE 5/8" G.W.B. L "2' GWB SUSPENDED CEILING SEISMIC DETAIL AT THE INTERSECTION OF GRID 5 & B IS THE ROOF DRAIN /OVERFLOW. THE BATHROO\ AT THIS LOCATIO\ WILL REQUIRE THAT THE WALL FURRING BE A v1INIMUM OF 6" METAL STUD. CONTRACTOR TO VERIFY.; ' 0 bE C � � rug ©EC 2 3 2 r Cit �f ukjj CITY OF TUK M A DEC 0 9 2008 PERMIT CENTER F- 0 0 w U- 0 0 0 C (J) 0 z_ Q C (1) 0 Cn 0 Lo N 1� z MEDIUM STILE ALUM. & GASS STOREFRONT NOTES: 1. PROVIDE LEVER -TYPE OPERATING HARDWARE AT ALL DOORS (IBC 1008.1.8.1) 2. SEE FLOOR PLA \S FOR DIRECTIO\ OF DOOR SWING .A* 4. OPE \I \G FORCE OF EXIT DOORS WITHI\ THE ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED 5 POUNDS. 5. SIG \AGE FOR HANDICAP ACCESSIBILITY ON ALL ENTRY DOORS. 6. EGRESS DOORS SHALL BE READILY OPE \ABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, SPECIAL K \OWLEDGE OR EFFORT. (IBC 1008.1.8) 7. POST SIG\ ON THE EGRESS SIDE OF MAIN EXIT DOOR STATI \G: "THIS DOOR TO REMAI\ U \LOCKED WHE\ BUILDING IS OCCUPIED ". 8. v1ANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED ON E \TRY DOUBLE DOORS (IBC 1008.1.8.4) 3 COATS FI \E TEXTURED ST,CCO OVER VETAL LATH OVER 3/4" PLYWOOD, PAI \T 401 1 -1 "TIv1OTHY TA \" 24gc. G.I. FLASHI A \OJ. ALUV. FRA V /� ANOD. ALUM. HEAD DETAIL SHI G W/ COST. G.I. CLIP E W/ 1" I \SULATED GLASS VS AS REQ'3 1" I \ S . LAT - S EALA \T SLOPE FLASHI \G TO DRAI\ AWAY FROM WI \ D. FRAV (TYP.) STOPEFRO \T 1" \ ANOD. ALUM. VERTICAL MULLION DETAIL 3 GLASS S" LATED GLASS MEDIUM STILE ALU vl. & GLASS STOREFRONT ANOD. ALUM. SILL DETAIL u .a Scale: 3"=1' 99 WOOD DOOR W/ TIN ELY FRAN E, STAIN WOOD, PAINT FRA SC WOOD (NON RATED) HDWR: LEVER LATCHSETS <IC <PLATE Scc e: 3"=1' 99 VIE CONCRETE, SEALED LAY —IN, SUSP. ACOUST. @ 12' A.F.F. REMARKS FRAME FINISH PAINT LOCKSET WEATHER SEAL KICK PLATE BOTH SIDES DOOR # DOOR SIZE THICK. TYPE I HEIMIUMEMENINMEMIN INNIMMI MINIM • Iii ill,mom = . , . ... I�i'il1�l - , . �i( i'1st.'mi I „,... .—..u.......-.....100 wow= MMINI MEN mm1 _1om MriifiillE Sri EIMI11.1l11i11.11l111i I 1 06A I 3' -O” x 7' -O" 1 3/4" B I 1111111111111111 7/112.3 7/TI2.3 8/112.3 LEVER LATC H PUSH /PULL HDWR REMARKS V") W I J s heet LU 5TI (I ) ROOM NAME ROOM # FLOOR R O O M F I N I S H S C H E D U L E CLOSER WALLS HARDWARE GROUP PANIC HDWR INTERIOR SOLID CORE DOOR T.I. VINYL REDUCER (CENTER UNDER DOOR) CONC. W/ SEALER SHEET VINYL 4 VI\ JAN FACTORY EDGE (NOT FIELD CUT) BATT I \SULATIO\ W/ VETAL STUD FURRI \G. W/ 5/8" GWB — PAI \TES TREATED 'TI VELY' 2 X 4'S TY P . DOOR FRAV E, PAI \T . 4 A \CHORS BS DOORS AS SCHEDULED HEAD /JAMB (NO RATING) Scale: 3"=1' A 0 THRESHOLD © CONC. / SHT.V. Q SOLID CORE DOOR W/ P.LAM. VENEER 1 11111 111 1111111 111 111111 1111 111111 1111 111 +. ,.W !1 TERRAllO EDGE STRIP T.I. CARPET CONC. SLAB 99 T.I. SHEET VINYL OR VCT �6j THRESHOLD @ SHT.V. / CARPET KLV1Lvvtu CODE COMPLIANCE APPROVED DFC 23 200d City Of Tukwila BUILDING DIVISION_ 1 99 RECEIVED CITY OF TUKW ILA DEC 0 9 2008 PERMIT CENTER 0 0 N w z 0 0 0 J w 0 0 U) 0 0 U) 0 z_ Q CO cn Q 0 o � 0 r7 2 24g= PREFINISHED METAL COPING (TYPICAL) ROOF LINE TOP OF PLATE PREFIN MTL. BAND TILE INSET INSULATED STOREFRONT TILE FIN. FLR. LINE I- AST F- L F-- VAT 0 \ K3"0 PVC D.S NEW ANOD. ALUM. STOREFRONT PROPOSED N-W STORI - FRO \T 3 "0 PVC D.S. Y " =1 -O 8 TOP OF PLATE STUCCO FASCIA FIN. FLR. LINE ri.C VIM/MU rub CODE COMPLIANCE APPROVED urr 23 20A City Of Tukwila B ILDIN_G DIVISION F \T CITY OF TUKWILA DEC 0 9 2008 PERMIT CENTER Y „ =1 ,_ 0 „ a IEEE