The URL can be used to link to this page

Home My WebLink AboutPermit D07-095 - ZAM ZAM PRODUCE MARKET - TENANT IMPROVEMENT AND ADDITIONZAM ZAM PRODUCE MARKET 15006 MILITARY RD S D07 -095 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Contact Person: Name: Address: Phone: Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC-10 /06 0041000514 15006 MILITARY RD 5 TUKW Cityf 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 ZAM ZAM PRODUCE MARKET 15006 MILITARY RD S , TUKWILA WA KERN GERARD j +CAROL A PO BOX 389 , MEDINA WA 98039 ADEN AHMED ADEN 22416 88 AV S, #K-306 , KENT WA 206 - 859 -0307 $91,509.17 VB DEVELOPMENT PERMIT 98118 Contractor: Name: ALL CITY PLUMB & HVAC LLC Address: 6197 118 AV SE , BELLEVUE WA 98006 Phone: 206 255 -4271 Contractor License No: ALLCICP935MU * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Expiration Date: 07/31/2009 D07 -095 09/14/2007 08/26/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT AND ADDITION OF 637 SQ FT TO EXISTING DRIVE THROUGH BANK BUILDING AND CONSTRUCT NON - BEARING WALLS TO EXISTING BUILDING. Fees Collected: $1,980.69 International Building Code Edition: 2003 Occupancy per IBC: 8 D07 -095 Printed: 04 -14 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City (L./Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -095 Issue Date: 09/14/2007 Permit Expires On: 08/26/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: Signature: Print Name: doc: IBC-10 /06 N I hereby 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 orttelperrorman Rf work. I am authorized to sign and obtain this development permit. (rt\ c/01 Date: 4- L - ` -oU Date: 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. D07 -095 Printed: 04 -14 -2008 Parcel No.: 0041000514 Address: 15006 MILITARY RD S TUKW Suite No: Tenant: Name: ZAM ZAM PRODUCE MARKET Address: 15006 MILITARY RD S , TUKWILA. WA Owner: Name: KERN GERARD J+CAROL A Address: PO BOX 389 , MEDINA WA 98039 Phone: Contact Person: Name: ADEN AHMED ADEN Address: 2241688 AV S, #8-306 , KENT WA 98118 Phone: 206 - 859 -0307 Contractor: Name: GRIFFIN CONSTRUCTION Address: PO BOX 22196 , SEATTLE WA 98122 Phone: 206 772 -2881 Contractor License No: GRIFFC *975KN doc: IBC -10/06 Cit3jf 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 DEVELOPMENT PERMIT Permit Number: D07 -095 Issue Date: 09/14/2007 Permit Expires On: 03/12/2008 Value of Construction: $91,509.17 Fees Collected: $1,922.69 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 8 Expiration Date: 05/15/2009 DESCRIPTION OF WORK: TENANT IMPROVEMENT AND ADDITION OF 637 SQ FT TO EXISTING DRIVE THROUGH BANK BUILDING AND CONSTRUCT NON - BEARING WALLS TO EXISTING BUILDING. * *continued on next page ** D07 -095 Printed: 09-24 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied doc: IBC -10/06 City (LTukwila 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End 'lime: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N )AA ^ i +w72 Permit Number: D07 -095 Issue Date: 09/14/2007 Permit Expires On: 03/12/2008 Date: ed this permit and know the same to be true and correct. All provisions of law and ordinances 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 o the performance of wo am authorized to sign and obtain this development permit. Date: O ollv-t -'7 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. D07 -095 Printed: 09-24 -2007 Parcel No.: 0041000514 Address: 15006 MILITARY RD S TUKW Suite No: Cityf Tukwila Tenant: Name: ZAM ZAM PRODUCE MARKET Address: 15006 MILITARY RD S , TUKWILA WA Owner: Name: KERN GERARD J +CAROL A Address: PO BOX 389 , MEDINA WA 98039 Phone: Contact Person: Name: ADEN AHMED ADEN Address: 22416 88 AV S, #K-306 , KENT WA 98118 Phone: 206 -859 -0307 Contractor: Name: NASAHA CONSTRUCTION Address: PO BOX 28630 , SEATTLE WA 98118 Phone: Contractor License No: NASAHC *991LA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT DESCRIPTION OF WORK: TENANT IMPROVEMENT AND ADD1TiON OF 637 SQ FT TO EXISTING DRIVE THROUGH BANK BUILDING AND CONSTRUCT NON - BEARING WALLS TO EXISTING BUILDING. Value of Construction: $91,509.17 Fees Collected: $1,922.69 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 8 * *continued on next page ** Permit Number: D07 -095 Issue Date: 09/14/2007 Permit Expires On: 03/12/2008 Expiration Date: 03/21/2009 doc: IBC-10/06 D07 -095 Printed: 09-14 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o.-"Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -095 Issue Date: 09/14/2007 Permit Expires On: 03/12/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Rime: End Rime: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Rime: 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: J "�"` Date: 't ' I hereby 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 of presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or tkie J erformance 4 f vtork. I am authorized to sign and obtain this development permit. Signature: �►.`� Date: O —t t. k Print Name: 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. doc: IBC-10 /06 D07 -095 Printed: 09 -14 -2007 Parcel No.: 0041000514 Address: Suite No: Tenant: 1: ***BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15006 MILITARY RD S TUKW ZAM ZAM PRODUCE MARKET PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -095 ISSUED 03/20/2007 09/14/2007 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: 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. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof'lukwila doc: Cond -10/06 D07 -095 Printed: 09 -14 -2007 Permit Center. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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) 21: 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 nun) 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) 22: 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) 23: 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) 24: 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 fue 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) 25: Per chapter 10 of the International Building Code, an additional exit is required. Obtain Tukwila Building Department approval for location and installation of an additional exit. 26: 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) 27: 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) 28: 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) doc: Cond -10/06 007 -095 Printed: 09 -14 -2007 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 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: 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 nun) 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) 32: 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 1006.1, 1006.2, 1006.3) 33: 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 art 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) 34: 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. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 38: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 39: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 40: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 41: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #2051) 42: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 43: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate doc: Cond -10/06 D07 -095 Printed: 09-14 -2007 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 key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 44: 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) 45: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 46: 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. 47: 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) 48: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 49: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 50: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 51: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 52: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 53: Contractor shall notify Public Works Utility Inspector at (206)433-0179 of commencement and completion of work at least 24 hours in advance. 54: Any material spilled onto any street shall be cleaned up inunediately. 55: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 56: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. * *continued on next page ** doc: Cond -10/06 D07 -095 Printed: 09 -14 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us k i4 14A 1 `" -- Date: L . — J 7 D07 -095 Printed: 09 -14 -2007 Name: A3Ol tOcV%Vittrei AcJ v y, Mailing Address: Z Z Lf /L $$ Th i4v S+ A 3n 6 E -Mail Address: E -Mail Address: va• a V/ 1 V(t TIfL.r\ Community ?p Developme artment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cituk Company Name: 11J 14 So t„ q fivo u (' (Z Mailing Address: Contact Person: /1). Contractor Registration Number: NA 501 K 11 1 L ,l Company Name: IUAl ►4 a Contact Person: r,1 J . -rh ,, j, E -Mail Address: Contact Person: E -Mail Address: 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 ** C Q:\Applicationa\Forms- Applications On Line\3 -2006 -Pernik Application.doc Revised: 9 -2006 bh <« 4- City Fax Number: Cr'w 'f-•'r King Co Assessor's Tax No.: 004100 4511' Site Address: / c .b MI /it �r 'd Jr ' i ( / q Los Suite Number: Floor: Tenant Name: l d j ri ?at4 ieff,tryteci 4010 New Tenant: .... Yes ❑ ..No Property Owners Name: Csr r i I - no .A J. Ko yrl 4M J 0.0. ICS • (tor ya Mailing Address: 74.1 02 $ I /A ! e y(f C=, 6c.1/c yc e City Gt.! 6re-- State - 7 r Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: ZSG- if cc/ - 3eN Ws4 ' LL$ State Zip GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) ,` f wo So 31 City State Zip Day Telephone Fax Number: Expiration Date: 6 3 /7-1 / 1 Mailing Address: City State Zip Day Telephone: , ,it • 'pin -2.3-4 Fax Number: ENGINEER OF RECORD -All plans must be wet stamped by Engineer o ecor Company Name: Mailing Address: City Day Telephone: Fax Number: State Zip Page 1 of 6 Valuation of Project (contractor's bid pr' $ ZS, pee, Existing iding Valuation: $ ©) g50 0 Scope of Work (please provide detailed information): t!j 3 5 5 r 5 / ht 4ieiv1 —exTT Pryl✓ c t. Oti�ve �v t c R,..1� Will there be new rack storage? ❑ .... Yes ❑ .. No If yes, a separate permit and plan submittal will be required. vi real e All Building mare outage Below 631.-3 T Pe v wt 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 At 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. Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PLUMBING AND GAS PIPING CO Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work ontractor's bid price): $ Scope of Work (please provide • ailed information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outl fixtur Typ Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors ure Type: Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single h d trap Lavatory Rain wate drain (' Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh CTOR INFORMATION ystem — per de building) Repai +r alteration of water pipi and/or water treating e pment Sewer: bein:_ t stalled and the quantity below: ty Fixture Type: Wash fountain Receptor, indirect waste nks als W •. Closet Water `. ater and/or vent Repair or ' eration of drainage piping City Day Telephone: Fax Number: Expiration Date: Qty Fixture _Ty State e Gas piping outlets Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas Zip Page 5 of 6 APPLICATION NOTES - Applicable to all permits in this arnlication Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 7412i'1� Print Name: PcJ t ✓ 129 L p � J Cbt�t Mailing Address: omii a Date Application Expires: 4 •zo -ol Date Application Accepted: S •zo•o7 Q:\ Applications WPorms- Applications On Line \3-2006 -Permit Application.doc Revised: 9 -2006 bh City Date: 3 _ 'Z© lid Day Telephone: - 33 5 5 3 (to State Staff hies: - s1. Zip Page 6 of 6 i Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -02198 Initials: JEM User ID: 1165 Payee: 0041000514 15006 MILITARY RD S TUKW ZAM ZAM PRODUCE MARKET ZAM ZAM PRODUCE MARKET TRANSACTION LIST: Type Method Descriptio Payment Cash 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 ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 58.00 Current Pmts 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 D07 -095 ISSUED 03/20/2007 09/14/2007 Payment Date: 06/20/2008 10:47 AM Balance: $0.00 3874 06/20 9711 TOTAL 58.00 doc: Receipt -06 Printed: 06-20 -2008 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -00542 Initials: WER User ID: 1655 Payee: 0041000514 15006 MILITARY RD S TUKW ZAM ZAM PRODUCE MARKET ABDI ADEN TRANSACTION LIST: Type Method Description Payment Cash 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 ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 58.00 Current Pmts 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 02/26/2008 02:26 PM Balance: $0.00 9109 02/26 9710 TOTAL D07 -095 ISSUED 03/20/2007 09/14/2007 58.00 doc: Receiot -06 Printed: 02 -26 -2008 Receipt No.: R07 -01983 Payee: ABDI ADAN ACCOUNT ITEM LIST: Descript 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.citukwila.wa.us BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Parcel No.: 0041000514 Permit Number: D07 -095 Address: 15006 MILITARY RD S TUKW Status: APPROVED Suite No: Applied Date: 03/20/2007 Applicant: ZAM ZAM PRODUCE MARIET Issue Date: Initials: WER Payment Date: 09/14/2007 11:34 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Cash 1,162.69 Account Code Current Pmts Payment Amount: $1,162.69 1,158.19 4.50 Total: $1,162.69 2706 09/14 19 TOTAL AL doc: Receiot -06 Printed: 09 -14 -2007 Payee: ADEN AHMED ADON ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES 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 RECEIPT Parcel No.: 0041000514 Permit Number: D07 -095 Address: 15006 MILITARY RD S TUKW Status: PENDING Suite No: Applied Date: 03/20/2007 Applicant: ABDIRIZAK AHMED ADEN Issue Date: Receipt No.: R07 - 00400 Payment Amount: $760.00 Initials: BLH Payment Date: 03/20/2007 01:13 PM User ID: ADMIN Balance: $1,162.69 TRANSACTION LIST: Type Method Description Amount Payment Cash 760.00 Account Code Current Pmts 000/322.100 4.35 000/345.830 755.65 Total: $760.00 doc: Receipt -06 Printed: 03 -20 -2007 Pr o�fte� ��7 /D�Oi»/ Type of Inspection: / AJ4 / Address: /5066 t/li t/ rig, 4/ X? Date Called: D 4 Special Instructions: / Date Wanted: a.m. %d — /p —OP Requester: P a�G - SS -030"7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g' ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1 Inspectfir: Ai\J' i 1 Date: 1 _ (() _ )Y El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: Type of in pe ion Address: 15 JU(0 I1: 1 ,W-1 it Date Called: Special Instructions: Date Wanted: ,, 9 a,� Requester: Phone No: 1) v c/5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 lnspecto 1 Date ( r U $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project ��- p , L K. Type of Inspection: ( , 4 f Address: p 0 k. ( -k\A! IZA Date Called: v.....__ Special Instr [ions: Date Wanted: _ a.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 proved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspect 8*ykA It _ ri $60.00 REINSPECTION FEE Ri'QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Dr d C.Fi rJFi_/) /ke D 4 re. A ,F r -- ro r (i-- rrdAi r v () S , JAr ►,Ji,-ere At) (.k A 1, w;A f tom , Aa t- i-A-u -e F ? e -Si i ti ,A &r,i , ' , k. it S � f r ti , .1 .L/\ �7 "• ii �� , 1 fe of p(&t f : AJ2 4. - Gtvn 7 S 1,-) :1 / 'Q re k e -Avi c° c v r— t :1" w,I0 A1S ,, rd J-P 5 A'LA.. +� 1 `71,..3 (4 A. t Ir A r) , < Ar P If 01, Phone No 11 Project: Dr d C.Fi Type Type specticn: Gt A '' L I Address: fjn ( G `K f! j . '�- f , y Dat Called: ,,,U Special Instructions: Date Wanted: S - 2: _ D(? ` p.m. Requester: Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. I 0 )1 PERMIT NO. orrections required prior to approval. I Date:S- $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: � j& ?_07,.,‘,:-.1--- c�k S''`'-E� ` �' " Type of Inspection: rrc .4/n/ /G �-M /v dr17 a _S: — AAJ -- _S i A ' c_A,r 6( — Special Instructions: r Cv 1J r 1 l i f k 56, r 4 OV) _e) a.m. �.rn. , -„-r..‹...44..)/\.i f —7 / t t - Ti GJ T 1 A & Al Jep'i fl t oc'lt1en �praw pa 1-Dr r J s-i� C ,p n-i Pro'ect: : ) 1/1 74n Pethe'' Type of Inspection: rrc .4/n/ /G f \F5 Address: / 5 046 c /r9 F'/ J) Date Called: Special Instructions: Date Wanted: ,S �- 7 _ Oe a.m. �.rn. , Requester: Phone No: .2d6.;?_s5 -' I�7-O'5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION d' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 LJ approved per applicable codes. Corrections required prior to approval. El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: 'a r COMMENTS: Me cd:lk ,it.i.' A e ei 6 F le (-6 r et 6r fy bj-ca i .7 (t:Se refort-t 04 1-;)( codF Fil - Ifni 19 ee- Ar.c.-!)- 'Tv - htt<e 3,3 pre‘/: 0 ,',Isvilfe r I: c...<4._e eL'pf r e ui I 5 : kt r s.)-ki t f a- 5 — ' it A GAir r 1.-$ei, fc..A6') AA:le-0 14, / 044i dypbszT 'ol.._ g C.-pii-vit-I A-1. AI et I, Soke s 1 , itei4A(p-e oil (66PAI Co 4 e_i\-k_ eta A .C. i' , C (X1)4 • . 7 ` 641. -- JC - 1 -1 ) I tv■ A ' "7 ) e_rt1;71,--e-AriN) ps, r b J/• .( 1-,, /Lt.,' i-, /A_ 1. 0. kb 1 A-4 1 ,,,, 1 fi al 6 > / r\W ) e 6/te 4.3/- AV ar6 4c Project: Z_Algvz-Attf 9r AtA c r Type of Inspection: re-.41 c;Te ;A Jelr, Address: Date Called: Special Instructions: f 4) / Z. Date Wanted: a.m. 5 - ? - Requester: Phone No . Z DO7 -05 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 47-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. l Inspec Corrections required prior to approval. Date: 2 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: IAA( (cif J24- t, p ( v af $ W c-A-1 A-) A-it _i. AZ . ( .Ai f ,A ri),Ar kin A , As e (- . ?IAA ILAIll =For- (1A A- II 441 5- ii-k r A.S ti tt 4r A it ,1 <15 it Ai ffe-A cf 114 " 7,-kie‘ - lAfrer of , s ( I ) e 4 x 4 Ai r II / - i.ek; 1 er-1 I 4A-1 I b .5 rdaF, e-A ;4.,ce.i AAA/ r6 pr al 'Lt.:A-I - du er ; .0 Fiore_ i f Ad __ 56 4 c lly1 JrA-6,1,,, i • T_A 7 fi All <- X— J efr ' ' 1 ' 1— * ek1 • 6 ( () iit )1i---P4 A.,) Project: AA 744 p Type of Inspection: Address: ., )5 ob(a K t .1NA-k7 Li Ca,-.17, eDat Called: Special Instructions: Date Wanted ( _ _:_tr Requester: Phone No .7 1=7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ID Approved per applicable codes. Inspec or: INSPECTION RECORD Retain a copy with permit rate: , 4 11 4 - (( 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: elO —015' Corrections required prior to approval. PERMIT NO. COMMENTS: ( ) - r --- pt It-1 7t -- i -- -9 ( -,) A n c)! i sTh t - r M r <,f, o TT.i/4 Date Called: ��e : A--P S /1 h :Thiq A- Al, Afar ,1 904':/\ k 1))1/-ii p P! :1 : . _1,1,)/ �, Or � sl u p L, L,tccu! f ,4-, a (. ./1A ;TY 63 i-‘) i`"1 I f + ( fK( ,17) 6 ( 2v t., GI 1-." , `"_ Sf e r7r%'i^ f l^ A-0-P 4 pP /1 / a iv N Phone : �e6 Project: Z /tmZ 1 /�'GY/7 /t ( Type of Inspection: F/7 qm /A/ G Address: /5 /k1 /'vy 424 Date Called: Special Instructions: Date Wanted: - / —/l a Requester: N Phone : �e6 �S-'72 7 / —�- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1•. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. B Corrections required prior to approval. l tr ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1Date. e , (Receipt No.: 'Date: COMMENTS: --.N e f Pad 6e , r r ()% 4.,; <a(-:2Ai;o p (}Pi k1 t HUff ive < S ) o iA-4 ?`?1 e 1 J . I et ni OP ,IJ rt Address: J\) - r � ;T' Pa/ e pi 0 . 4 -- v p ' �, y P 7l 1 '1 4 _ -.) r I-2) AA � P y - sc we Si-( ' ne'l reJ'J•,,, n ( 1AbJ.A') / U SN -�. 1�1 o ,- / . e r0 i � _ �� i2 e i r , 7 ) Date Wanted: a.m. Project: Type of Inspection: Address: Date Called: l Special Instructions: D f A t,J J a di--_ ) Date Wanted: a.m. Requester: Phone No: A INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 007 -095 PERMIT NO. (206)431 -367,0 Approved per applicable codes. Corrections required prior to approval. (tnspecto � (! 'Dat % , � UrK $58.00 REINSPECTION FEE R'QUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: `Date: COMMENT,,S: r d, p (e6r2u 190, (,„y,, ,` ri prT . C- 6/0Tek_c) b1i e Nom p Ou :t -kA A /AD nCl P.r t p.5‘, ()C '!) ()i) no s . Date Ca led: (40,\--ty, iT or p v f f _ & O A CJCr ! ,� , LU Special Instructions: 1 300 J p i- rv, XeSif\ oT s et ..1. 0 PI .t ^S e(). pf QJ'') S e C%. ► n.S le l 6 A (-0 f Ln v cfr .g- Re `� &e :T (c1 K 1. 1 _,/1OrC. hekr of e (f /„A a r Im r SKk{ t /x (,IA - }. .11P,e_r (� r 13 e D o^ on k D ti . 1 D ( 'ea 1 ;XL / or e nr nT�rr re : re .' ;rte ea ti toerfR' t 6 . 4 1 : 4 k el C AJ ✓c a , Sot -e (''Ws M`. s `• c r ba it i . .Skew - v eac .te; - 1 re ,`"1-111 ip.t:rht L r l Are e :►�ttr ' C,o(ut -'A Pa3 wee ;4 Project: ZAkt 2 0A DTo 4 L P Type of I pection: — t )��; n Address: d icm ( u,.L`f' S. Date Ca led: Special Instructions: 1 300 J p i- rv, XeSif\ oT s et ..1. 0 PI .t ^S e(). pf QJ'') Date Wanted: a.m. _ 2S -c) Re Phone o: 2N )10(0 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 El Approved per applicable codes. cot7- o 15 El Corrections required prior to approval. 'Date: Inspector �-- , &k 1/4 o' $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: gib 4 CO MENTS: 30 0 0 fin ov i --) r ,...-- - / e 7,, ‘fe__ c ( — 1 're r er,b- b rive e .., C_ViekA9 c o- " 7. G--14 hoivr- /. .L ..S"';., A ; el- ( I ,k/ 5 ( /)-• ,— .017v9 Special Instructions: {ASe C A ( ( Date Wanted: / P.m. Requester: ( Prglect: L,4'1 ZA rv\ Pft/ d tleC Type of Inspection: F cx.) 3 Pi.1 Address: / C, hi; 1:l-ovci ad Date Called: Special Instructions: {ASe C A ( ( Date Wanted: / P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 ID Approved per applicable codes. Corrections required prior to approval: Af4-4 1° REINSPECTION FE RE RED. Ppt or to inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: bc7.cY7 5 Date: Project: ZJ»r Z Sprinklers: Fire Alarm: Type of Inspection: . ✓ 6 ) Address: /f a 06. Suite #: fl i. 4 `e, ■ e at . 1. Contact Person: /Mat; 4 01.4 i Special Instructions: Phone No.: .c - v3— 17 G7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: _ Permits: - Occupancy Type: L/ INSPECTION NUMBER p proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do7 If PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 I I Corrections required prior to approval. COMMENTS: /tom fi 1� ri ) c„,44 ,o ), 4-tpL Inspector: 5 w $ J, ( Date: rs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity 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: ZAP ze Type of Inspection: "/G19L . ) Address: J3'' Suite #: )4// 1,"1 ,e—d— 3. Contact Person: Ch,.Acr( Special Instructions: Monitor: Phone No.: c2c — 92 75S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: -> Occupancy Type: 3 pi Approved per applicable codes. INSPECTION NUMBER Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 188 206- 575 -4407 1/13/06 Do? - og – f - vvJ PERMIT NUMBERS ri Corrections required prior to approval. COMMENTS: o`c -/ J?,e4 t JJ 57/72) Uv S/>16-4/r . 41/ Pc, .s�r� 1 4 d01, t i b/ J L) 7 ? 11— 4 4,, Inspector: 50 ,c)5- Date: /Oh, Et Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e ity of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: �9 y 1 Z r9,4 Type of Inspection: try) / /7 1i5 - N 5 Address: / 5 Suite #: /1/,' /,'foiy i S Contact Person: Monitor: Special Instructions: k Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: f Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit no 7— ra9S PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: /�J��'r►3 f sSrr� Inspector: J W 5 ) 5 Date: /D f f 3 1.0 Hrs.: / UIRED. You will receive an invoice from $80.00 REINSPECTION FEE REQ 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: ZArvj 2r4-,y Type of Inspection: /ii 4/i4.4- F:',7 / Address: / cop c, I'►9 /1.4 y Rd, s. Suite #: Contact Person: Gh w4, X Special Instructions: Phone No.: ZS3 - 7Z -- 71' Ca Needs Shift Inspection: Sprinklers: ` , Fire Alarm:_ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 2 INSPECTION NUMBER I I Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 1/13/06 £o7 09,E OSr- r' PERMIT NUMBERS [jj'rrections required prior to approval. Inspector: 5w S/ S Date: / V2. /v ' Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: ` C o ir r r d.'iroy. LoG.J 6,,,f ail /'p - 4(A,4Z / i447! 6 ,7) S, - rs i sf rA2-t t 4J)(.ty; 1,L "1 /r .i -rl !04 COMMENTS: f';,. )4 44 1 %;� 1 Vi s 1 rr z 5 5 / I - )147' r diirC 4-1t, 1 7;e4 9 /e../ 3 4 C .-c-t,i 1, C...7 -5f2 rAhf s Permits: , _ ` . rteTt Co � r l' 7' . d -- r . S © 134-le,t, 7.S 7 vv yS G Li 0 4 2) ,-„ ' l ine Z.V•ID ,/v P - 5 v i c%1 - - 1 . . A .v S: .. 1I Z. • D .9 i .a I ) - e Ar N CMYte$ , Y) 5 i ) ‘ I / ( _ ;1 Project: Z"9M Z /9r41 tver - • Type of Inspection: - FF'ic- J444,4ri F, Address: 1 sc0 G Suite #: 7 Al -I. Contact Person: chd..4ci‹ Special Instructions: Permits: , _ Phone No.: c 25.3— - 7zc -- 7eS . SD Needs Shift Inspection: Sprinklers: �, Fire Alarm: Hood Duct: Monitor: Pre- Fire: Permits: , _ Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 2D,7- 09.5 ( -F- g• PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT ark Fact_ Tukwila_ Wa. 98188 206- 575 -4407 ri Approved per applicable codes. Word/Inspectio6-Record Form.Doc 1/13/06 r C required prior to approval. I Inspector: 5A> s) c Hrs.: Date:; V2rny $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e ity of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 MBA Consultants 23108 Brier Rd. Brier, WA. 98036 REVISIONS No changes shall be made to thn scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will re and ma Y de i ncl�� Quire a new plan s, rhr ! additional plan review f City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA. 98188 i June 8, 2008 1 4 ds 1L•Ae NW u r Permit No. Plar review approval is subject to errors and omissioT Approval of construction documents does not authori; the violation of any adopted code • r ordinance. Rem of approved Fuld pogy and r • ons is ackowwcdgl By Bate: _ (0 - )10 - c City of Tukwila BUILD! CV� FOR`` ODE COMP NC APPROV JUN 1 9 20 8 To whom it may concern: BU N f Tukwila This is a record of discussions and number of items that was discussed during our meeting at the job site on May 2 ' of 2008. The followings must be corrected to take care of inspection concerns at the Zam Zam Market project located at: Item #1 Framing of overhang needs to be corrected by adding a framing member almost 9 feet long which will make 6 feet of back span for the cantilever beam. This is added where new framing meets existing framing. Item #2 New and existing framing must be connected by addition of 2X6 between the new beam and existing framing to provide continuity. Item #3 Roof nailing must be done per specified nailing of approved plans; plywood diaphragm must be nailed to framing members along all plywood edges. Call for inspection before cover. If you have any question please don't hesitate to give me a call at 206 - 713 -8265. Thanks Mahvash S. Nassiri Principal 15006 Military Rd. Permit # D07 -095 t= ar ?' _,, r 1.41/6g pie I Q "' 1 I t D RECEIVED CITY OF TUKWILA JUN 16 2008 PERMIT CENTER REVISION N0. VO4 RECEIVED CITY OF TUKWILA JUN 16 2008 PERMIT CENTER City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA. 98188 To whom it may concern: Mahvash S. Nassiri Principal MBA Consultants 23108 Brier Rd. Brier, WA. 98036 June 8, 2008 Attached are calculations and details for the overhang situation at the South East and South west corner of the building. If you have any question please don't hesitate to give me a call at 206 - 713 - 8265. REVIEWED-FOR Thanks CODE COMPLIANCE APPROVED JUN 19 2008 'N N trt- City Of Tukwila BUILDING DIVISION REVISION N0. DDS -D15 MBA CONSULTANTS • 23108 BRIER RD BRIER WA. 98036 206 -713 -8265 1111■ ■■11■■■■■• - MIMEO= JAMEEMEIMMInumumming Ea �� ■ ■� ■ ■4� ■11 ■� i 11111bEMINEN Iil iiiiiill111111111111111111111111111111111 /� IiIiIIIi WOW 111111M111111MMERRIMEIENESIMIEMARIMM 1111■■■■ ■11111211■■11■■ 1111■ 1111 ` I ■■■ 1111191all. IIII INN 111111M11 111111111=M 111111111111ovii 11■ ■■ ■111111111 ■ ®■VM ME■ ■■■ 111111111111111101111111 11 1111111 PriP- Property Sheet No. of �adressials — Project #__ OX3Fc F -fl 0v 1C O r 3 - b RaiE OR-- CODE CO AKE APPROVED JUN 19 2008 City Of Tukwila sPop MBA CONSULTANTS 23108 BRIER RD BRIER WA. 98036 206- 713 -8265 _Properly Sheet No. of Address - -- — Dials - — Pr ect # .. murim.. 11111Mill111111MPANTIIIPMISIMIM Erar---.Are 1111111111MgaillainiseMillifinlailligla SIIIMMiliabWitgall MOO= EWE 111111MIZIELIZZ11211 Model No. Material Dimensions Fasteners Base Ga Body Ga a H B SB W H B SO CL Anchor Dias Stud Machine Bolts . . (Hy Dia HD2A 7 12 4 X6 2X 2% 8 29 X6 Ye 1 i(8 % 2 HD5A 3 10 5% 3 3y 9 '(6 3 X6 Y2 2 36 % 2 % HD6A % , 7' ' 6 %6 3y 3y, 11 X6 .: 3T,(6 eX6 .2XB - '/a ." 2.: 7/ HD8A y ; 7 6% 3% 3Ya 149 3X6 36 2X6 g y ': HD10A % 7 6'X6 3% 3y 1 3%6 36 2X6 ' : % 14 .% : ". HD14A % 3 7 4 3X 20%s 3% % 2Xi6 1 4 1 HD15 y 3 7 4 3% 24y 47xe 3% 2y 1% 5 et SIMPSON Stro igT e See notes below. HDA /HD HOLDOWNS Available with additional corrosion protection. Check with factory. Model No. HD2A 1585 HD5A HD6A HD8A HD10A HD14A HD15 Avg tilt 12150 20767 `27333 28667 28667 38167 55333 ' Allowable Tension Loads (DF/SP) (133) Vertical Wood Member Thickness 11 1555 1870 2275, 3220 3945' 2055 2485 '2980 4350 .5540 2'/2 2565 3095 :3685 5415 6935 2775 3705 4405 646 : • 3' /a 2775 4010 `5105 7460 9540 11080 5 2760 3980 5510. 7910 9 960 • 13380 15305 .Allowable Tension Loads (SFF/HF) (133) Vertical Wood Member Thickness 1 1320 2710 ;3275 1740 `3655" 4600 2 2165 2110 2625 :1870';'.'2470 3065 4530: ;5745;' 2570 3130 ;3680 - 7045 2565 3645 �d280 :�s35o 9495 5'h 2550 3680 " 7330 13810 Hoidown9 Deflection at Highest Allowable Design Load 0.058 0.067 0.041 0.215 0.082 Holdown9 ' Deflecttion at Highest Allowable "Design Load Raised 0.077 0.117 0'I 0269 0.282 9195 12485 0.082 Code Ref. 40,105, 122 40,105 1. Allowable loads have been increased 33% for earthquake or wind loading and are governed the stud bolt calculations. No further increase allowed; reduce where other loads govern. 2. HD15 requires a minimum 4x8 (in a 3W wide shearwall) or a 6x6 nominal post to ensure the tension load carrying capacity of the critical net section meets the holdown capacity. 3. Use a minimum 4x6 nominal post for the HD14A. Minimum post size is required to ensure the tension load carrying capacity of the critical net section meets the holdown capacity. 4. HB is the required minimum distance from the end of the stud to the center of the first stud bolt hole. End distance may be increased as necessary for installation. 5. The designer must specify anchor bolt type, length and embedment. See SSTB Anchor Bolts (page 24) and Additional Anchor Designs (page 34). 6. See page 16 and 24 for anchor bolt retrofit. 7. Lag bolts will not develop the listed loads. 8. See page 11 for testing and other important information. 9. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement is strictly due to the holdown deformation under a static load test conducted on a steel jig. All other sources of deflection shall be in addition. 10. When using structural composite lumber columns, screws must be applied to the wide face of the column. Sources of Deflection at Shearwall Holdown Connections A. Bolt slip can occur at holdown stud bolts. B. Increased bolt slip can occur if oversized holes are drilled through the stud for holdown stud bolts (oversized holes are when the hole diameter is greater than the bolt diameter plus IV per 2001 NDS 11.1.2). C. When a holdown is installed on only one side of the stud, an eccentricity exists during loading which can cause more movement in the shearwall system. D. Unrestrained anchor bolt nuts can spin loose during cyclic loading; using steel nylon locking nut's or thread adhesive may prevent nut spin. E. Movement can occur when nuts are not tightened enough. Retightening bolts before covering wall may prevent this. F. Deflection can occur in the holdown under load caused by stresses due to earthquake or high wind. G. Lateral displacement at the top of the wall rotates the stud around its base causing the holdown base plate to displace vertically. H. Wood shrinkage can occur due to drying of the sill plate, rim joist, and/or top plate; nuts may require retightening. I. Uplift forces on the bolts can cause localized wood crushing at bolt bearing locations. Using larger bearing plates may prevent this. J. Wood at the end of the studs (sill plates, rim joists, etc.) may crush under normal dead and live loading; additional compressive forces due to overturning during earthquake and high wind loads add to the deflection. ®® and ® do not apply to the PHD and HDQ. " PLATES - FOUNDATION REVIEWED FOR ... CODE COMPLIANCE APPROVED JUN 19 2008 City Of Tukwila BUILDING DIVISI HOLDOWN ANCHOR BP's are required by the City of Los Angeles. Check with your local • building code on usage. 29 Model ° : -No., ::nets Thick- =Dimensions ;Bolt, Dia 'Code: Ref .,: yV L LBPS 3/44 2 2 l , Min LBP% 3/44 •2 2 % 180 • LBPS' : 3/44 3 3 .. 1 c'LBPS ' `:e /6, .,;3 3'::. -: 6/6, CNW /4 BP% V16 2 2 Ih 97 BPI/2-3 '/4 3 3 '� 190 BP%-2 3/46 2 2 % • BP%SKT 3 ga 4 2 % 170 BP% 3/4 2' 21 % 97 BP%-3 I/4 3 3 3/4 190 -BP3/4 ._ ..3/46 ... 2 . 23/4 .. 4 BP% 446 - .: , : ` i ;% 97 BP1 % 3% 3% 1 r 8 et Es Te aim • rat ED S ESP S)MPSON Strong rie WRC CHAIRS REBAR The WRC holds rebar in position during the concrete pour. MATERIAL: 11. gauge FINISH: None INSTALLATION: • Tie rebar to chair with wire twists prior to the concrete pour. 1. Allowable loads may be increased as permitted on page 12. 2.Allowable loads shown are based on threaded rod allowable load. H Min. All- thread rod is correctly installed when visible through CNW's "witness" holes. CNW's dimple provides a positive stop to allow even bolt threading top and bottom. CNW's are tested and load -rated coupler nuts. They can be used for extending anchor bolts, for example, through floor framing. CNW's meet and exceed the capacity of corresponding ASTM A307, A36, SAE1018 and Grade 2 bolts and threaded rod. Contact factory for other nut sizes. FINISH: Zinc Plated. INSTALLATION: • Each rod must be threaded halfway through CNW. • Each rod must meet at the center. • Tighten the two rods against the central stop in the coupler nut. CODES: See page 10 for Code Listing Key Chart. The new BP1 -3 and BP% -3 Bearing Plates meet the latest requirements of the International Residential Code•, (see 2004 IRC Supplement to section R602.11.1 Wall Anchorage). These plate washers are available uncoated or with a hot dip galvanized (HOG) finish. The BP%SKT uses SDS /4 x 1 screws to provide lateral resistance when 3' diameter sill holes are overdrilled (screws are provided). The shear capacity is 975 lbs. (100 %) and 1300 lbs. (133 %) for DFL. Bearing Plates give greater bearing surface than standard cut washers, and help distribute the load at these critical connections. MATERIAL: See table FINISH: LBP, LBPS & BP%S— galvanized; BP —None. BP's may be ordered HDG, LBP's may be ordered ZMAXTM; check factory. Refer to page 5 for corrosion information. E INSTALLATION: See General Notes. 2 CODES: See page 10 for Code Listing Key Chart. h I la Available with additional corrosion protection. Check with factory. The BP%SKT is used when %" diameter sill bolt holes are overdrilled BP CNW COUPLER NUTS D FO € jwatt APPROVED CN -!lows fast 1 9 2008 visu check for. U N corre all thread rod Istallation LBPS Pressure- treated barrier may be required. Typical BPs Installed with a Holdown and SSTB Anchor Bolt Typical WRC2 Installation 7' MINIMUM EMBEDMENT Blocking not shown for clarity City Of Tukwi'4yp _NW Rim Joist Installation . BP (LBP similar) Typical BP Installed with a Mudsiii Anchor Bolt Allowable Model Rod H Tension Code • No. Dia. , Min Capacity Ref. (100) CNW% 0.50 1% 3750 CNW% 0.625 1 7 /8 5875 160 CNW /4 0.75 2 8460 CNW7 0.875 2 11,500 r 8 et Es Te aim • rat ED S ESP S)MPSON Strong rie WRC CHAIRS REBAR The WRC holds rebar in position during the concrete pour. MATERIAL: 11. gauge FINISH: None INSTALLATION: • Tie rebar to chair with wire twists prior to the concrete pour. 1. Allowable loads may be increased as permitted on page 12. 2.Allowable loads shown are based on threaded rod allowable load. H Min. All- thread rod is correctly installed when visible through CNW's "witness" holes. CNW's dimple provides a positive stop to allow even bolt threading top and bottom. CNW's are tested and load -rated coupler nuts. They can be used for extending anchor bolts, for example, through floor framing. CNW's meet and exceed the capacity of corresponding ASTM A307, A36, SAE1018 and Grade 2 bolts and threaded rod. Contact factory for other nut sizes. FINISH: Zinc Plated. INSTALLATION: • Each rod must be threaded halfway through CNW. • Each rod must meet at the center. • Tighten the two rods against the central stop in the coupler nut. CODES: See page 10 for Code Listing Key Chart. The new BP1 -3 and BP% -3 Bearing Plates meet the latest requirements of the International Residential Code•, (see 2004 IRC Supplement to section R602.11.1 Wall Anchorage). These plate washers are available uncoated or with a hot dip galvanized (HOG) finish. The BP%SKT uses SDS /4 x 1 screws to provide lateral resistance when 3' diameter sill holes are overdrilled (screws are provided). The shear capacity is 975 lbs. (100 %) and 1300 lbs. (133 %) for DFL. Bearing Plates give greater bearing surface than standard cut washers, and help distribute the load at these critical connections. MATERIAL: See table FINISH: LBP, LBPS & BP%S— galvanized; BP —None. BP's may be ordered HDG, LBP's may be ordered ZMAXTM; check factory. Refer to page 5 for corrosion information. E INSTALLATION: See General Notes. 2 CODES: See page 10 for Code Listing Key Chart. h I la Available with additional corrosion protection. Check with factory. The BP%SKT is used when %" diameter sill bolt holes are overdrilled BP CNW COUPLER NUTS D FO € jwatt APPROVED CN -!lows fast 1 9 2008 visu check for. U N corre all thread rod Istallation LBPS Pressure- treated barrier may be required. Typical BPs Installed with a Holdown and SSTB Anchor Bolt Typical WRC2 Installation 7' MINIMUM EMBEDMENT Blocking not shown for clarity City Of Tukwi'4yp _NW Rim Joist Installation . BP (LBP similar) Typical BP Installed with a Mudsiii Anchor Bolt F� > 2 • ' Ike: Zam Zam Market Permit # D07 -095 MBA Consultants 23108 Brier Rd. Brier, WA. 98036 To: Mr. Allen Johannessen, Plan Examiner Tukwila Building Department February, 20, 2008 FILE COP Permit No. Dear Mr. Johannessen: City of Tukwila BUILDING DIVISION Following our conversation yesterday I am attaching two sets of revised plans for the above project. The revisions are: 1.) Updated structural notes and new modifications to slab on grade. The 6 inch slab on grade is poured with fiber reinforced material and per 2003 IBC section 1704.4 r exceptions 3 does not require special inspection. 2.) 7/16 APA rated T1 -11 can be used as 1 /2 plywood for infill walls as it has been noted on plan sheet 4/8 All the new information has been marked as revisions with the date of 2/20/2008 and has been wet stamped by me. If you have any question please contact me at 206 - 713 -8265. Mahvash S. Nassiri REVISION NOt bo 095 No r in nr ; r i 1 of 1 Tuk', ".'it.i .. NOTE: Revisions will yu;re s? ; and may include additional plan review fees. Pier: review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions Is acknowledged: By Date: A FEB 212008 PERrv'�i 1 CENTEF UP-05-2007 WED 08:23 AM Seattle DPD To:-- ---Taha----------- -Fron--Mahvash-Nassiri • • Comments: Fax 206-248-7078 Pages: 7 • Phone: Date: Re: Zim Zarrf Market CC: ['Urgent OFor Review EIpease Comment ElPlease Reply :Please Recycle CORRyON. LTR# . t FAX NO. 2062332171 Pef'r7t1 . . • . • ...... - September 5, 2007 • REVIEWED FOR CODE COMPLIANCE APPP.OVEt SEP 12 2007 c orrukonla BUILD N P. 01 • sEP19 2007 . PFRM1T CENTER SEP -05 -2007 WED 08 24 AM Seattle DPD MBA CONSULTANT' ONSULT,A.N rS 23108 BRIER: - BRTER. WA. 9803 _ 206713.8265 FAX NO. 2062332171 P. 02 WEENEENEMONMEMMEMEMEMEEMMEMM mmaromom ma WIMP" �� TIMNME NnEWEEMM NO i ■.= MEMEMMINEMEEMANE nummummamememim mumummommaiimm MEEMEMMEMMEMMZEMP MEMMIMMEMMUMMEMMEW MMI EMIU MME EMM MEMEMEMNSMEMEMEM •am ahQR1ie.esll■ ■11m111111 .�.�� mid moue • 1RN I1 en•lvm�..m r awrigar ��i • morimmarammilmmommimmumwoFe!zam MMEMMEMEMMUMMEMMEMEMOMMEMEME MMIMMEMMEMEEMOMMEMMENEEMEME NENTIMEMENNEWNEMEMEMEMEMMEM MOEN NUMNEMMEMINMEMUMPMMWEMM EMNEMMULIMMMWRIMESEMMUOMONEMN MUNNMANNWENMEMMIMMEIMMERMEMM mmiwommmommarmummumns am ummasimassmussmommummus EMO® E EMEREEMEM®INIMEM ` . MIEN MMUME M MMEMMEEREMEMEMM 1111 • Sheet No.: j. , of • _ - -1 Proje #. UM i • SEP -05 -2007 WED 08:24 AM Seattle DPD Sheet No. 'Z *of : 7 i ats 4 t rl� ojecf . __ . •II I mmR■■■■ ■mo■®■■■ EnglimaiNSIONEMEMMEMMONMEMMEME I ■MU■■■■■■ ■■■■■■■■■■■EMME ■■ 111111111111111111111111111111111MMIEMMIUMMI o mimm■■i■■■■■ ■■■■■■�■■u■■ ■■; � � mmum■■■■■om ■■■■■■■■■ ■■ Isfi mmem■■■■■Nu ■■■IR ■■m !►. u! mainelbsom ■■■■■■ ■■■■I ■ ■i ammousimgmhmusimmummomm RUMMIORMINWENEMMEMMENEMMINME IN >m M■■■■■M■■N1 WEREM■■■■■■■■ IIMUOMMORMEMMERMIENOMMUMMMORM mimmummummummoulameammons immilogummommommommommumm mmitimmummummummumwmgmmm ■aimm Emma ■■■■■■■■ ■ ■ ■■■ ■■■ ■m ■m■ ■ ■r ■■ i moutammur min ►mo � ry _ me m u Gi ■■■■u■m■■ ■■■■nimm � �■m■■■■■■� ■numma ■■■■ ■■■■■■ ■■■■ur■ ■■■ ■ ■■■INIMEMONNO HERO■■■■■■■■■■ ■■■■■■■■■■■■mu■r11 ■■■■■ m mimmommummummapprigimamm manimmommilmismammismimmomm m■immommi■■■■■■ ■■ ■■■■■■ms mipmmgrammummionmommommomm ■iumw ■■ ■■ ■■■■ ■■■m i� d • MMEENEMMEMEMEMMEMMUMMEMOMEN ■� ■ Rm■■ ■■umu ■I■IuIf ' ' . Property MBA CONSULTANTS 23108 BRIER RD . � • . BRIER WA- 98036 206713 -$265 . Address FAX NO. 2062332171 P. 03 2007 ; Eh L. • SEP705-2007 WED 08:24 AM Seattle DPD - • ; • Transverse FAX NO. 2062332171 • . Longitudinal • • ; • •••• ' • ▪ •-• • " - T -7 7 s 77: 7-• .• Minimum Design Goads for Sundirigs and Other Structures . , '1 Notrs:„. • 1• Prmsures shaft are ipplied to the horizontal and vordial rejections, for =pas= B. at h ft (9.l m), - • , for 1.•-.1 .0. Adjust to other . . exposures and heights with adjustment Eider 74.. • The toad patterns thou% than bo applied beach cornerof Me building in ium as the reference cbwer. (Soo Piggd 6-10 • Polito assign afthe 1011gltudinal MWFitS'use, 0 -.04, and locate the onee/V. boutidmy at tic mid-leorth of thu - Load oases 1 phd 2 must be checked fbr 2.1° 'S. 45t Load case 2 aid° is provided only for intorptdation between 2S° to 30°:. • S. • Plikt and'mlnus signs aignifypressure fuednt toward acid away from the projected surfaces, reapectively. 6. F turf 8101)4 other dum thtiso shown, 11m interpoindim lapermittM. ' • • Th( hosizootal load.qhali tticjess than that determin fly assuniing = 0 in zones B &D. 8. • T&zOne phzsure.9 rewiscnitIle • • ...• •o•-• - •• • • •-• - • • • • • • . . Horizontal presaue zones - Sum of the windwund and leeward um (sum of,jotennd and Ftcnial)PrefsIFFS Ofl vertical Prpic0 A; End zone Ofwall • ' ' •: • ' InTriicTriollraf:41) • • • • :‘• 'End tope of reef " • ' • D In*rior folic artier .. . • Vertical pressure zotrese-14et (aunt °firmil and eirteinia) prissureat on Witting] projecticin of • • ' • - .B. End rife orwindward reef - -.: Interior zrnie'of wiedward roof • • • • 1 7 . 2 End ached' leeward iof • haidor rimeofideward roof • • • neEjrci faDi on a roof overhang on th wiridward'iddebf dio btifidinius& Boil and Ow for the pressure en ibeborizonial • prolectick ate overhang Overhangs on the leeward and Side edges &hall have the basic 2onipressurc appli . :.• , 10." Nototien:. . . 15 percent of lasithializontal dimension or 0:412„Whiohivii kat not less than either 4% of least horizontal dimensicsa • • • or 3 it (oh :h: Mean toof.bolaht, in icet (metersl'eicept that eavlbeight.sball be•itsed f or-Morangleiicl Ok. . : Angle of rune of roof fibril horizontal. in degrees. • ' " . . : • • • • I r • P. 04 4 ' •••••• - ST • • .„ • • ./1 L 1 -1b.-4- OF' • — • • f .1. 4. • — • 0: • • • . 7 . . • . _ ii J-A: 1 e4.; • ' • i • • P 1.0100f: SEP 705 -2007 WED 08:25 AM Seattle DPD 42' • • Figure 6.2•(cuht'dj' Design Wind Pressures .Rank Wind . Roof • Main 'Wind Force Resisting System _ Method 1 '. ' • �wrrr .Enclosed Boil Simplified Design Wind Pressure , p (psf) (E=xposure B at h = 30 fL with I =1.0) 6peed . Anpb Horizontal Pressures I (mph) (degrees) 3 A B C 0 • E . p- • • 0 .. , • P- O 10 5• 1 11.5 -5.9 7.8 3.5 l -13.8 -7.8 . -8.8 • -8.1 10' . 1 12.9 -5.4 0.6 .3.1 -13.8 -8.4 4.6 -6,5 15' 1 14.4 -4.8 9.6 -2.7 - 13.8• -9.0 -9,8. 4.9 20' .1• 15.9, -4.2 ,10.8 2.8 -13.6 -9.6 -9.6 -7.3 . ;;• *F29••• : Y + A 4 • :; 2.3 = •'. ' -. ,� -- 4-4 . . . -0 :T -0.8 telid ••2.4 •4:7 • -0.7. % 30 to 45 1 • 12.9, 8.8 10.2 7.0 1.0 -7.8 0.3 • 12.9 0.8 . 10.2 7.0 ;5.0 -3.9 4.3 .9.0 1 424•12 . 20' 100 25', j �G21 i. 30 to 46 120 -7.0 -3.0 -6.7 .2.8 O,to 5' 1 12.8 -0.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 •10' -1 14.5 -6.0 9.8 -3.5 . -15.4 -0.4 • -10.7 -72 15' 1 • 16.1'. -6.4 10.7 3 -15.4, -10.1 -10.7 .7:7 20' 1 17.B -4.7 11.9 -2.6 • -15.4 _ -10.7 -10.7 -8.1 25' 1 19.1 2.8 11.7 2.7 • ' -7.2 -8.8 -52 =7.8 2 27 -5.3 -0.7 • 3.4 • ' 30 to ° 45' 1 14.4' 9.9" 11.5 7.9 1.1 . -88 • bA -7.5 • 2 14.4 9.9 11.,5.. 7.9 5.6 -4.3' 4 .3.1 0 to 5' 10• 15' 0 to 5' 15' 110 20' • . .. . 25' 1 le ` 30 to 45 0to9' . 10• 15' 20' 25' 30 to 45 • 1 15.9 -82 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 1 17:9 -7.4 11.9 4.3 -19.1 ' -11.6 - 13.3 -8.9 1 19.9 4.6 22.0 -5.8 14.6 13.3 1 19,9 3.2 14.4 ® -8.8 -12.0 ' -6.4 -9.7 -18.5 -14.0 2 • 3,4 -8.6 .0.9 i 42 . 1 17.8 12.2 142 9.8 1.4 -10.8 - 0.5 '-6,3 -5.3 -7.2 • • 2 17,8 12,2 74.2 • 9.8 . 6.9 -5.3 . •$.9 • 3.8 -6.3 -72 •1 19.2 -10.0 12,1 -5.9 -23 ' '.13;1 -16.0 -10.1 V 3 25 3 4 -- 21:6 -9.0• - 14.4 ' • = 2 • •- -23 :1 . -14.1 718.0 .. -10:8 =- - 32.8" '1 244 4.0 18.0 ' -4,6 -231. ' -15.1 • -18.0 -11.5 -32.3: ' -25.3 1 28.6 ' 7.0 17.7 4.9 • 23.1. -16.0 -16.0 1 :12.2. -32.3 -26.3 1 24.1 3.9 • 17.4 4.0 -10.7 -14.B -7.7 -11.7 2 _ Tw - -4.1 -7.9 -1.1 -5.1 1. 21.6' 14.8 17:2 11.$ • 1.7 -13.1 0.6 _ -11.3 2 21.6 14.8 17.2 , 11.8 8.3 . -6.5 . 7.2 . -4.8 -19.9 -17.0 -7.5 -8,7 =7.6 -8.7 728 -11.9 15.1 ' .7:0 ` ' -27 :4 • -15.5 -191 -12.1 -36.1 30.1 1 25.6 ; , 1 . 17.1 -8.2 27.4 • -16,8. . -19,1 . -12.9 -38.4 .. -30,1- 1 28.7. .9.5 '19.1 ' .-5.4 -27.4 -17.9 ' -19.1 -13.7 45.4 40.1. • 31.5 4:3 21 :1 4.8 -27.4 -19.1 -191 •14.5 -38.4. ..30,1 1 28.6 4.8 • 20.7 4.7 ' -12.7' -17.3 •-92 .13.9 -4.8 - 0.4.. - ..1.3- - -B.0 1 25.7 17.8 20.4 14.0 2.0 - 15.8 0.7 -13,4 2 25.7 17.6 20.4 14:0 ' 9.9 -7.7 8,8 4.5 . b. -13.9' . - . : 4 -32.2 -18 P7 4. 30.2 -12.5 ' 20.1 72 322 -19.7 - -15.1 -15.1 33.7 - 11'.2 22.4 -6.4 . - 32.2 -21.0 -22.4 -151 37.1 -94 24.7 -0:4 . '- 82.2 -22.4 -22.4 . -17.0 1 ' 33.8 5.4 24.3 5.5 , : -14.9( 20,4 -10.8 - 18.4 , -27.8 .23.7 2 ^- • .4.7 -11.1 -1,5. 7.1 1 30.1 20.6 24.0 16 :6' 2.3 . -18.3 0.8 -15.7 • -10.6' ' -12.1 30.1. 20.6 24.0 15.5 11.6 ' -9.0 10.9 -8.4 -10.6 -12.1 Unit Conversions x -1.0 ft = 03048 m; 1.0 psf = 0.0479 kN /m FAX NO. 2062332171 • �.i. .Y'. . -••• .: . �_T• - ..••-.= •7. • .T.�. .' - • Wane & Roofs! Zones • - Vertical Pressures -19.1 -12.4 2 13 -0.5 -19.1 • -13.3 -13.3 -10.1 h56oit "'': Overhangs E0H Gam -19.3 -16.1 -19.3 -15.1 -192. -15:1 -19.3 -15.1 • -11.8 • v10.1 4.5 -5_2 • -4.5 -5.2 -21.6 - 18.9 -21.8 -16.0 -21:8 -18.9: -21.6 -16.9 -13.3 -11.4 . -5.1 -5.8 -26.7 ' -20.9 -26.7 20.9 -20.7 -20.9 -26.7 -20.9 - 23.7 -20;2 '..9.0 -10.3 • -9.0 ' -10.3 -46.1 ' 6 -45.1 ' -35.3 -45.1 45.1' • -35.3 SEP 10 2007 ti .mc 7 -02 P. 05 r ' , t • • , SEP-05 -2007 WED 08 : 25 AM Seattle DPD Fi!OM :NASAHR i riouP i •. Building Division Review Memo Date: Project Name: Pemrlt#: Plan Review: • Pagel FAX NO. :2062487078 August'B, 2007 YAM ?.Milli Market D07A95 - Alen Johannessen, Plans Examiner FAX N0. 2062332171 P. 06 Sep. 01 ' 2007 10 : 53AM P4 , — w • ,... .� - Q-ka ti t? "L. Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized-format with revised plans, specifications and /or other applicable i\ documentation. • D. (GENE 140TE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36: all sheets shall be the same size). 4-- (If applicable) Structural - Drawings and structural calculations sheets shall be original_ stifled wet , - stamped; not copied.) 1. Plans for the new addition and other alterations of this building do not Identify energy code compliance. New alterations or filled in openings for the exterior walls including the new addition shall be required to meet 2004 Washington State Energy Code (WSEC) for floor, wall and ceiling insulation. Please provide energy code notes on the plans with details to show -how floors, walls, and roof- ceilings shall comply with current energy codes. (2004 WSEC Chapter 5 g:6) .. 2, In addition to item 1) the engineered plan show 2x6 rafters for•the roof which will not be sufficient to V meet energy code for roof Insulation thickness, Sloped roofs shall require R-30 insulation with a one `" inch air gap between the roof deck and top of insulation. Revise 'rafter size slitfident to meet insulation requirements or provide an alternate method of Insulation that 'shall meet the energy code requirements. Include a detail for venting the roof. A 3. Provide an elevation cross section detail that shows and specifies all insulation and construction materials for floor walls and roof - ceilings. Include ceiling height dimensions for the new construction. t ukTIP.s. The new walk -in cooler shall require - xe • to meth iariical permit. - rovtde manufactures listed specifications with details for the walk -In cooler ice s aw coo ng equipment, cooler wall and floor construction specifying materials and show how cooler shall be sera.ged. 5. Identify buildings heating and air-condilioning. New or altered 1 systems shall require a separate • mechanical permit Apply for a plu permit for the various plumbing alterations or additions. 7.. The awning detail - shown on page 6 and indicated on page 4 (plan view) does not acaaratety portray the well attachmi`:nt compared with the plan view wall canstnxction. In addition the wining is shown as bolted to 3sonty wen -where strength of the masonry cannot be verified: Please provide an architect or engineered design by a licensed professional that dearly shows the construction of the awning shall be sufficiently supported to resist snow loads, seismic and wind force's. Should there be questions concerning the above requirements, contact the Building DMsion at 206 =431- 3670. No further comments at this time. RF SEP 10 2007 d��a_c'ti •.SF.R -05 -2007 WED 08:26 AN Seattle DPD FROM : NASARR GROL P --_.. _. _ ,_ . ,,,� FAX NO. : 2062487078 SKIT& :3 —COMPS ' SiNk • FAX NO, 2062332171 3° 6 +i i Sep. 01 2907 1.0:52AM P2 ;� r rt HAND RAIL qt o" r • SEP " t 0.2007 ri' #r;i a i�rL P. 07 ROIL.— UP'DC 2f PL. t FILE COPY Perrn:t No. MBA Consultants Structural Calculations Project at: 15006 Military Rd. S. Tukwila, WA. 98188 Mahvash S. Nassiri 23108 Brier Road Brier, WA 98036 (206) 713 -8265 p 9F � 0 - •s /ss /ONAL E' t - -- -eons. CODE COMPLIANCE MPPROVE SEP 1 V 1 B IL INCOMPLETE LTR# These Calculations are site specific and it is done for this project at this specific address. It is not to be used on multiple sites unless approved by Engineer of record's wet stamp. Of TukW1VISIp�� G DIVISION RECEIVED) AUG - 61007 PERMIT CENTEh e bn - OctS' CS 5.211 I i 2 2 . . .i. : i I I •-t--- -,:e -- • I I i .114 • : .. J' i - -: : 1 : : . • 4.• h 1.--- 4 • i : : t- • 4. . : : 4. iSi\I a & S 1 1 i I 1 I ; I i 1 I ; 1 I . . : . : , . • 1------FPW. --f• i 2 i 2 • 1 i 2 2 . i 2 2 i 2 2 : . . 1 I i i 1 i - 1 I __ 4 i 4. r i i : : • :1- : rzo,ss urzti-ei =-- oo : 01) sp. ..p-c 1 i t ----1- f. •-i- •i_ -{- 4. .-t I I 4 ± - 4 - i I i - 1 - t 1 I I ; ; i t i IFS ..,. Tipp ti- ..„0" 5 s I : . ., . : 4 f i 1 I -I I 1 1 1 1 : .:: .,...... i s l eyr1-1Y:- . 4r - Y . 0-4 1 4hCi ; 1 __:! I : . : I : - I + f .:._ , .,. 4 . , ! i , : I i 1 i 1 : i i I 1 I : • +- --1- i i . I 1 2 I I 2 I - 2 2 . 2 I 2 2 : 2 • 2 : • 1 . ... ,• + . . i . : i I • : I 4.- 1 . 1 i 1 I 1 : -1- ...i. • -... i I i 1 I I ; : 1 I , I : : : T • r 1 • - : I , . _ . I I I I I : : I I I I -- ,.._ ..,„ .-•' 3/ e 1 [ , 1 1 . , --t_ i .. ___.„.. • . 1,6-4F-7 I I , . "1- . _... • 1 : :- • , 1 1 1 T. I I i . 113 1 7 i MBA CONSULTANTS 23108 BRIER RD BRIER WA. 98036 206-713-8265 Sheet No. of - Initials Project # I I 1 -0 le 4 ; ••••_: I CI v )Let.- 1 I I 1 ' ; ...... Sheet No. of Tfiiti1.s -- Project # CS 5.211 MBA CONSULTANTS 23108 BRIER RD BRIER WA. 98036 206-713-8265 xr_f I 1, 4.11001' 1 , 1 I i i . 1 1 ; 1 I 1 i : t 3 Property Address .. 1- -1----, / f ! / / ,~ �� / � �� - �^n»�� ^ � / • / | i |^^ ... ^m � i i "'| ! [ ��~ - �x�� p-- � 1- � + / - -- - - 1 - ----~-- | �--T-- . . . . . . . . . . . . . . / . . |• 1 � | | | | i i | | | | ! ! i i i i | : . ! : 4 ! 4 ' ' | ' f � | | ' � � ! : | � � ' . . | | | ' ! i- | [ / | | � ' | L � . | | | | �— � �' ! ! L-- | | | ' / | | ' | : | i / ' | ! i | | i | i � i i | —i• | | | | | ' | | | | | ! . | ' ' | 4-- ^ —| | | | / / � ' - -- -f--| � � 1 i f— � • | | e ---~-----� | . / | | ! | | | / | | | | | | | | , -. � � �. . �| . . | MBA CONSULTANTS 23108 BRIER RD BRIE ��A~98036 206-713-8265 | | | l i | | | | | | | | / - - ''�- -- |-- t-i - 4 -��' �-- �--|— �-'|-'f---� --f | . .J ." ! ._~ .~| ~ | _ �~ | ! . | / | | | | �� | | �� , | ! [ | i | ! | | -^ /-^1 -r-�� i ~ � / i � | | | � � | | ' | ' | | | | / | / / | / | | / • ' -L ' ! � ! � / | i � i ! | | | | | _l_ I. | | | | i / �-�+--+-- � �--/--1 - . -+-'+-�--�--1'--�-�t | / ' | | | . . ! | ! | ! ' i | � . . . i � 1--1--i | � - i | | | | • • 1 | | | | | | | | . / | | | ! | | • ! 1 | | | -, -r � r . -� � | . � | | | | � | ' | | | | �! | �''—'--—�� I-- f f —~- ! | � | | � � � : ! / � ! | | / | | | | | | | � | | � | | � | ! | | � | _^ . . ' __- � . | | | | | | | | | | ' | | | ' | | | | | | | | | | | . . . . . ` . � ' | | | | | | | | | | | | | � � � � | i � � � ! ~__.' . --�_^_~_-^__,�__-__-_-, . 1 Sheet No. of Initials Project # 1 ! | | ! 1 1 1 _ _ ! | | | | | | | � | | | 1 | � | | | / | | ' | | | ! | | | ! | ' | | | � � | � | / | | / | | i | � � | � | | | | | '| | I � | | | | | | | | | |. 1 | | 1 | | | 1 CS 5.211 Property Address --+ .40 /ein MBA CONSULTANTS 23108 BRIER RD BRIER WA. 98036 206-713-8265 --- 1.— 1 , I :'_ i. 1 • I i I 1 1 f i : ; I I 1 , f - 7 i 1 - I . — 4, 5V5Yinc... 7 ' - . t.. --i-' --f- i I i : ■ . i 1 i . , , L ' t ' 1- t-- . , t : . : I , , 1 : 1 1 , . , 4 , . 1 1 , 1, , • : , 4 • -- ";/1. ---, A..- - 2 - , , t . . E 1 1 i•• . ■ . « - 4 Sheet No. of Project # : 1 i i I - I 1 1 1- ' 1 • f- .......i. I i I I 1 i ; • , 1 : I i , : • . : : : -- ; .. _..., • : : : : ; .. r ----- ; -- 4 : 1 1 i I '' 1 i 1 ; i - 4 __,_ i -i-- - - I --- i I - 1 i 1_ I 1 1 ; I e-- . 1- 419....010.0,0166.6..........tasamsraftjawkrame+4.44.4,4.1. ......4 I i i T - 1 - t 1 -- i - 4-- - I I - T I , , -----------1 4- . ; 1 -t 1 t I I I I : I ; 1 . I 1 .• ; : I CS 5.211 Property — Address I I : i ; i i - 7 ■ - I i r i II:1111,11.i I:1 .. . .: : : , • • : ___ ..____,.. • 4 4 : .4 c1=.soca 17vs 1 ! 1 ! I i ! ! . ! 11_ ' i 1 ■ . , I 1 . :" 1 • 1 1 I r/ ' I i l . 1 I 4 i ,• 1 1 i : 1 .,..- ! ..... , ' 1 , 4 • -•!agua7:. ei4e.•,.....4 *.a.f 4.. — .4,44 . 44. -........^: 4. I I 1 1 1 r i : 1 , i • . :- •.-- _a D 1 I , 1 , -F---- 7 MBA CONSULTANTS 23108 BRIER RD BRIER WA. 98036 206-713-8265 I 1 I I ; 1 1 , i ; 4 ■ I 1 ; i 1 ; 1 ; i i I ril -A .) i 1 i I . 1 : 7 C IO S I t 1 : 1 1 I I ! ■ ! I . I 1 p) 1 Sheet No. of Initials Project # YlvtStI,1 WAtif_DIr ----1,-1 , 1 I 1- -7- 4 -1— i I 1 I 4 • . i 1 • I I 7 • I-• —f 4 ---i ---- A I I_ _i_ 7 _4 ' I ,--- I .I I. 1 I i : i I 1 1 1 -r I I 1 1 i 1 1 , -1- i i I i 1 I i i I : -t- I I 1 I 1 1 i 1 I 1 i 1 1 1 1 ; t! I 1 1 I . I I , I i : 1 t .4. ; 1 I I i I ' 1 ; . i .• I , I i ■ -4- ; 1 I I I ; 1 ; i 1 • • ,^^ - --~-__- _ (._..11 pe, 0 4-- 0 c(5 --1--f9---41/4)-f- ..6 th °-41i1A)Ige‘)Ik C tLC, RECEIVED env 0! TUKWItA APR 1 11111 I1OOZ 0 AON O3M1s• c\ \ u(1‘ � �o r" )0\ ( )11.v.\-\ Lo-a/-ti vo Wt© \- Ayol >-) nc,A010 xp6 PAI 1' Slo [- Vt`..4V " ) 1\ -- wv3\ ) 15,N)t \lc) i O) Q Awls November 21, 2007 Aden Ahmed Aden 22416 88 Ave S #K -106 Kent WA 98118 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -095 Zam Zam Produce Market —15006 Military Rd S Dear Mr. Aden, Sincerely Bill Rambo Permit Technician end File No. D07 -095 City of Tukwila P:\Pemrit Center\Correction Letters \2007D07-095 Correction Ltr #1 to Revision #1.DOC wer Planning Department: Minnie Dhaliwal, at 206 431 -3685, if you have questions regarding the attached memo. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 2, 2007 Project Name: ZAM ZAM Produce Market Permit #: D07 -095 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The interior ramp apparently is to be removed from the inside with the door removed. Removal of the ramp creates a step which shall not meet accessibility. Provide additional information for that location where accessible requirements are met. 2. In addition to item 1), the removal of the door to create an opening leaves a heated space exposed to an unheated space which does not meet Washington energy codes. Please clarify the intent for that opening or door removal. Either the produce area shall be heated which would require insulation brought up to compliance for that area or provide an exterior solid core door with weather striping at the opening. 3. Identify header sizes for new doors at the new openings. Clarify openings where doors are removed to show the openings filled in. 4. Provide details for the exterior handicap ramp to include curb with railing specifications. Handicap ramp shall meet the clear width turning space of 60" at the landing by the door entrance. ADA turning space or change in direction shall be required at all required exits. (2003 ANSI 304.3.1 & 405.7.4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PLANNING DMSION COMMENTS DATE: November 19, 2007 APPLICANT: Zam Zam Produce Market RE: D07 -095 ADDRESS: 15006 Military Rd S Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Minnie Dhaliwal is the planner assigned to the file and can be reached at 206 -431 -3685. 1. This project was subject to Administrative Design Review. Any exterior changes that were not approved as part of the Design Review process have to be approved by the Director as modifications to the Design Review. Please submit a request for modification to the Design Review approval. The request must demonstrate that the proposed changes meet the criteria listed under Tukwila International Boulevard Design Manual. Also, the request must include explanation why a new door and a ramp are being proposed. The proposed changes shall also be shown on the site plan with setbacks from property lines marked. August 27, 2007 Aden Ahmed Aden 22416 88 Av S #K -106 Kent WA 98118 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -095 Zam Zam Produce Market -15006 Military Rd S Dear Mr. Aden, If you have any questions, please contact me at (206) 431 -3760. Sincerely, arshall chnician encl File No. D07 -095 City of Tukwila P:\Pertnit Center\Correction Letters \ 2007007 -095 Correction Ltr #1.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have included comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: August 8, 2007 Project Name: ZAM ZAM Market Permit #: D07 -095 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plans for the new addition and other alterations of this building do not identify energy code compliance. New alterations or filled in openings for the exterior walls induding the new addition shall be required to meet 2004 Washington State Energy Code (WSEC) for floor, wall and ceiling insulation. Please provide energy code notes on the plans with details to show how floors, walls, and roof-ceilings shall comply with current energy codes. (2004 WSEC Chapter 5 & 6) 2. In addition to item 1) the engineered plan show 2x6 rafters for the roof which will not be sufficient to meet energy code for roof insulation thickness. Sloped roofs shall require R -30 insulation with a one inch air gap between the roof deck and top of insulation. Revise rafter size sufficient to meet insulation requirements or provide an alternate method of insulation that shall meet the energy code requirements. Indude a detail for venting the roof. 3. Provide an elevation cross section detail that shows and specifies all insulation and construction materials for floor walls and roof- ceilings. Indude ceiling height dimensions for the new construction. 4. The new walk -in cooler shall require a separate mechanical permit Provide manufactures listed specifications with details for the walk -in cooler that show cooling equipment, cooler wall and floor construction specifying materials and show how cooler shall be secured. 5. Identify buildings heating and air - conditioning. New or altered HVAC systems shall require a separate mechanical permit. 6. Apply for a plumbing permit for the various plumbing alterations or additions. 7. The awning detail shown on page 5 and indicated on page 4 (plan view) does not accurately portray the wall attachment compared with the plan view wall construction. In addition the awning is shown as bolted to a masonry wall where strength of the masonry cannot be verified. Please provide an architect or engineered design by a licensed professional that dearly shows the construction of the awning shall be sufficiently supported to resist snow loads, seismic and wind forces. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ADEN AHMED ADEN 22416 88 AV S, #K -306 KENT WA 98118 RE: Permit Application No. D07 -095 15006 MILITARY RD S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 03/20/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 09/16/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 09/16/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: 07 -31 -2007 Permit File No. D07 -095 V City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PERMIT # D07- 095 To: Mr. Allen Johannessen, Plan Examiner Tukwila Building Department Dear Mr. Johannessen: MBA CONSULTANTS 23108 BRIER RD BRIER, WA. 98036 Re: ZAM ZAM Market : 7/30/2007 This is to inform you that I am the structural engineer of record for ZAM ZAM Market. I have reviewed the project for gravity and lateral loads. A set of structural calculations are attached for your review. The followings are added as an additional help for the review process and the way this project is designed. The building was formerly used as a drive through bank with small office area and drive through area which was designed as pole building therefore posts are taking the lateral loads of the carport. A small addition is proposed with posts and beams. Shear walls are designed considering building acting as one structure. My understanding is that existing office walls are sheathed with plywood and 8d nails at 6 inches on center. This needs to be verified at time of construction. The new addition and in -fill walls between the posts of the carport are designed as 15/32 plywood with 8d nails at 6 inches on center except the short walls on the South side with roll up doors are designed as 8d nails at 4 inches on center. I have used considerably conservative loads and have provided details and general notes to go with the plans. Calculations and plans are wet stamped with my professional stamped. Please feel free to contact me if you have any question. You can reach me at ms3bevzavi a,aol.com or call 206 - 713 -8265 Sincerely, ahvash Nassiri, P.E. Principal MBA Consultants M INCOMPLETE RER /I AUG -6 2007 PERMIT CEN TE( June 22, 2007 Abdi Adan 15006 Military Rd S Tukwila, WA 98168 Cizj' of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 2 Development Permit Application D07 -095 Zam Zam Produce Market Dear Mr. Adan, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 20, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department needs to be addressed: Buildin>i Department: Allen Johannessen, at 206 431 -3670, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throufh the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ' ZIA 4 41 11— Bill Rambo Permit Technician Enclosures File: D07 -095 P:\Permit Center\lncomplete Letters\2007\D07 -095 Incomplete Ltr #2.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Nap W► Determination of Completeness Memo Date: June 21, 2007 Project Name: ZAM ZAM Market Permit #: D07 -095 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner Tukwila Buildin • Division The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide engineering with calculations for the new structural elements shown on the drawings. Plans and engineering shall be prepared by a registered designed professional. Plans and calculation documents shall be wet stamped and signed by the registered design professional. (IBC 106.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -3670. No further comments at this time. l March 22, 2007 Aden Ahmed Adun 22416 88 Av S #K Kent WA 98118 Guy of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -095 Zam Zam Produce Market —15006 Military Rd S Dear Mr. Adun: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 20, 2007 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Planning Department: Brandon Miles, at 206 431 -3684, if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: D07 -095 P:Uennifer\Incomplete Letters\2007\D07 -095 Incomplete Ltr #1.DOC jem Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: March 22, 2007 Aden Ahmen Adun D07 -095 14506 Military Rd S RC PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. The application as submitted is incomplete. 1. The proposed project requires approval of a design review application. An application for design review has been attached. ACTIVITY NUMBER: D07 -095 DATE: 06 -16 -08 PROJECT NAME: ZAM ZAM PRODUCE MARKET SITE ADDRESS: 15006 MILITARY RD S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 3 after Permit Issued DEPARTMENTS: 1 ; B • f n g i� ision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS 0 CORRECTIONS: Documents/routing slip.doc 2 -28-02 `PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Planning Division Permit Coordinator DUE DATE: 06-19-08 Not Applicable ❑ DATE: DUE DATE: 07-17 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -095 DATE: 03 -11 -08 PROJECT NAME: ZAM ZAM PRODUCE MARKET SITE ADDRESS: 15006 MILITARY RD S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: lit/VI/14 ng Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS R CORRECTIONS: Fire Prevention Structural Incomplete Structural Review Required a Tit,r■s 5IMlf Planning Division ❑ Permit Coordinator DUE DATE: 03 -13 -08 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 04 -10 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -095 PROJECT NAME: ZAM ZAM MARKET SITE ADDRESS: 15006 MILITARY RD S Original Plan Submittal DATE: 02 -21 -08 Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: B g ll ision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUESJTHURS RCIUTING: Please Route APPROVALS R CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PLAN SLIP Fire Prevention Structural Incomplete Structural Review Required Planning Division ❑ Permit Coordinator DUE DATE: 02 -26 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required E REVIEWER'S INITIALS: DATE: DUE DATE: 03 -25 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -095 DATE: 10 -24 -07 PROJECT NAME: ZAM ZAM PRODUCE MARKET SITE ADDRESS: 15006 MILITARY RD S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: B i •i g Public Wor Complete Comments: TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing siip.doc 2 -28-02 ` COORD COPY � PLAN REVIEW /ROUTING SLIP 611, /lip 1v '°1 Fire Prevention Structural CYE TERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -25-07 Incomplete Structural Review Required ❑ P anning ivlsion Permit Coordinator Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 11 -22 -07 n Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) d Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 11 ,1-0 7 Departments issued corrections: Bldg Fire ❑ Ping PW ❑ Staff Initials: W.V.\ ACTIVITY NUMBER: D07 -095 DATE: 09 -10 -07 PROJECT NAME: ZAM ZAM PRODUCE MARKET SITE ADDRESS: 15006 MILITARY RD S _ Original Plan Submittal X Response to Correction Letter # j Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: i1 41i4 i ing •' vision Public Works Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Planning Division Permit Coordinator DUE DATE: 09 -11 -07 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: Notation: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -09 -07 Approved Approved with Conditions Not Approved (attach comments) ❑ PP ❑ PP Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: 6ui ding D i on f$ Complete TUESJTHURS ROUTING: Please Route Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28-02 `PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -095 DATE: 08 -6 -07 PROJECT NAME: ZAM ZAM PRODUCE MARKET SITE ADDRESS: 15006 MILITARY RD S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 2 Revision # After Permit Issued is Works � AYo P1 • D TERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete Structural Review Required Planning Division Permit Coordinator X DUE DATE: 08 -07 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09 -04 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 2( Notation: REVIEWER'S INITIALS: DATE: Fire ❑ Ping ❑ PW ❑ Staff Initials:�i� ACTIVITY NUMBER: D07 -095 DATE: 06 -20 -07 PROJECT NAME: ZAM ZAM PRODUCE MARKET SITE ADDRESS: 15006 MILITARY RD S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ,ZI 4)-1 tl(i� AWei Buil Public Works Complete RM1T COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Fire ILL (1 Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete si p Planning Division Permit Coordinator "gt DUE DATE: 06 -21 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -19 -07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: — Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 114_ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -095 DATE: 03 -20 -07 PROJECT NAME: SITE ADDRESS: X Original Plan Submittal Response to Correction Letter # ZAM ZAM PRODUCE MARKET 15006 MILITARY RD S Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Comments: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: (Y)12/ Departments determined incomplete: Bldg ❑ Fire ❑ TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY 611 �, . Fire Prevention Structural Approved with Conditions CI DATE: DATE: � C161d 34141 Planning Division 1 Permit Coordinator ❑ DUE DATE: 03-22-07 Not Applicable ❑ LETTER OF COMPLETENESS MAILED: Ping PW ❑ Staff Initials: No further Review Required DUE DATE: 04 -19-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 2 � ;�1 -Cg 04o `t Summary of Revision: >✓it l(f11 Iti1.(r l nl4(r DID 0 Summary of Revision: ��,, rr kip v� w'U Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF 2 � ;�1 -Cg 04o `t Summary of Revision: >✓it l(f11 Iti1.(r l nl4(r DID 0 (s ��,, rr kip v� w'U V Summary of Revision: � V ; ho►r-e, S r t a (1 , ; - P ov . Co A t vs s L i o, t It 4 4. Lis', evi P il 1-e T-111 ,s c ∎ i rv . C q , Received by: C \ -SSA REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS jetr' cu/o106 04o `t Summary of Revision: >✓it l(f11 Iti1.(r l nl4(r DID 0 (s Received by: Received by: ' I.LL � 44------ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 24 wt Zq L f Mci vke t PERMIT NO: - 7 - O / S ORIGINAL ISSUE DATE: 9— 111-0 7 SITE ADDRESS: 15 V r1;1, -4. r Ret S REVISION LOG REVISION NO. DATE RECEIVED ST FF JNITS ISSUED DATE STAFF INITIALS in Summary of Revision: r. t.t.‘ora4 t' e$c.; ( S ct vvX r e l y,c t Received by: £ M pal — tv) (please print' (please prnht) (please print) (please print) (please print) City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (O `5 - Plan Check/Permit Number: V0 — ° ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ■ ��; A0PA -'YL3L P/IA.r V Le CN V-e i c Project Address: 1S Oleo ( T'VkU �') �) C 6 \I l (� c1 ) WO Contact Person: N \ CANS 1 Phone Number: 0 (o) 1403-1 Cal Summary of Revision: • 1 — 1 0 metcrkot '20 t 0 lfevn c 114 S Cs( Sheet Number(s): Mf "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: 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 REC i ��N 16 ?008 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: '2 f 2—I 1 2 04 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # J Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 5 0 7 , /417/9P y FN Contact Person: \ t C,t, / Phone Number: Summary of Revision: City of Tukwila $1 b 417 g,1 ZNsp Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: 7J-114 zA-n1 infrizk T \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: T - 0 l S Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED c1Tv [1F TUKWILA FEB 212008 i f:TiMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of r evision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on - t 0 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: VI —2 y— 01 City of Tukwila \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Plan Check/Permit Number: ) b} - Ci ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ®' Revision # L after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Z-6lv 2AM Project Address: ( 6 /(l*rL M e ( c� E(,t/,//. —/ WA— 93/ r Contact Person: / Dort -�e Phone Number: 2� '� 7 • Summary ofRevision. _ �• :i �, !� ��f T Lcx ( 7�"2447 � n[7PA -Ar RECEIVEO th Y pF TUKWILa OCT z 410011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio Received at the City of Tukwila Permit Center by: -►, Entered in Permits Plus on 01 City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: PIan Check/Permit Number: D07-095 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Zam Zam Produce Market Project Address: 15006 Military Rd S Contact Person: 4* k , .i a i1, Phone Number{ , o ) L\o Summar of Revision: \ `) @ Ivbi li a n , COS COtcttrim.L + OW cfek a1r CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including da • revisi- � I Received at the City of Tukwila Permit Center by: :[Er Entered in Permits Plus on q - [ck- 0 -7 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 Steven M. Mullet, Mayor Steve Lancaster, Director EtECENED ;rrV OF TUKWILA SEP 10 WI ■St4 JA 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: hUp://www.ci.tulcwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8/ I 0 1 Plan ChecWPermit Number: 1)07._ y S l Er Response to Incomplete Letter # 2 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: N-Gt v 4, Phone Number: Summary of Revision: • h. .:.t.... • Entered in Permits Plus on G 4� ast_e_.a we_ \appiications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: \ " ESL v'5t " (Q r) 0.AUb )- -7 `7 po v ;c1 d e b -+ts oY, e Q1 Q MECEIVED CITY OF TUKWILA AM I- 6.100.1 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: B-10-07 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 19 (- a 0 - 1)1 Plan Check/Permit Number: Do 7_ Oq Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: AdkA Project Address: 1,500(o riVr \ S O r Contact Person: r ? - A M C w l Phone Number: (fl(b') oL . 71 (p' ) Summary of Revision: l - U e WO - ! I (Yia6�e bad„ rlsav% )ge �' tit i rev cJ G cCc)g 0, t �) tt /N V% ..y, Q �r�i� (- (;t6) N t\\ W ■iJ V e I b Ar4IA < v ‘ 1( _(1 • €4-4 w alkhj Al) SAirUc-{ 'pc eetivlet ‘0 1 t 41 r k( t Cf eO e l�- fiv o L,utl we Q k � �., - s. Czo Sheet Number(s): etrV OF lA "Cloud" or highlight all areas of revision including date of revision ( JUN 20 2001( Received at the City of Tukwila Permit Center by: Z b D c, MIT (MITER Entered in Permits Plus on (r) Uapplications\forms- applications on lme\revision submittal Created: 8 -13 -2004 Revised: License Information License ALLCICP935MU Licensee Name ALL CITY PLUMB & HVAC LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602748612 Ind. Ins. Account Id #1 Business Type LIMITED LIABILITY COMPANY Address 1 6197 118TH AVE SE Address 2 City BELLEVUE County KING State WA Zip 98006 Phone 2062554271 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/31/2007 Expiration Date 7/31/2009 Suspend Date Separation Date Parent Company Previous License EASTSL'943JJ Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 AMERICAN STATES INS CO 6512666 07/26/2007 Until Cancelled $12,000.00 07/31/2007 Business Owner Information Name Role Effective Date Expiration Date LE, HUE T PARTNER/MEMBER 07/31/2007 GRIFFIN, LARRY PARTNER/MEMBER 07/31/2007 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https:// fortress .wa.gov /lni/bbip /printer.aspx ?License= ALLCICP935MU 04/14/2008 License Information License NASAHC *991 LA Licensee Name NASAHA CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602018457 Ind. Ins. Account Id #4 Business Type INDIVIDUAL Address 1 PO BOX 28630 Address 2 City SEATTLE County KING State WA Zip 98118 Phone 2067902741 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 6/1/2001 Expiration Date 3/21/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date THAHA, NAPOLEION OWNER 06/01/2001 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #4 AMERICAN STATES INS CO 6284603 05/21/2004 Until Cancelled $12,000.00 05/21/2004 AMERICAN Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Page 1 of 2 https:// fortress .wa.gov /lni/bbip /printer.aspx ?License= NASAHC *991 LA 09/14/2007 License Information License GRIFFC *975KN Licensee Name GRIFFIN CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 601796086 Ind. Ins. Account Id #1 Business Type INDIVIDUAL Address 1 PO BOX 22196 Address 2 City SEATTLE County KING State WA Zip 98122 Phone 2067722881 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/15/2003 Expiration Date 5/15/2009 Suspend Date Separation Date Parent Company Previous License GRIFFM*105N4 Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 AMERICAN STATES INS CO 6222099 05/15/2003 Until Cancelled 03/28/2007 $12,000.00 05/15/2003 Business Owner Information Name Role Effective Date Expiration Date GRIFFIN, LARRY OWNER 05/15/2003 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 4w Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= GRIFFC *975KN 09/24/2007 1 NASAHA.CONSTRUCTION PO BOX: /8 SEATTLE, WA '• 98118 I EP 181314 NT OF LABOR AND INDUSTRIES ,REGISTERED S PROVIDED BY .SAW ONST cONTT , GENERAL i REGIST. ,EXP . 1 A'TE:, C CO1 1TASARC*991LA - 03/21/2009 EFFECTIVE ;;DATE 06/01/2001 Detach And Display Certificate DESIGN CRITERIA ROOF SNOW LOAD ALLOWABLE SOIL'S BEARING PRESSURE LATERAL LOAD SEISMIC IMPORTANCE FACTOR SITE CLASS SEISMIC USE GROUP OCCUPANCY IMPORTANCE FACTOR SEISMIC DESIGN CATEGORY R FACTOR BASIC WIND SPEED Ktz EXPOSURE USGS MAP USED Ss SI ANALYSIS USED IS SIMPLIFIED PROCEDURE. GENERAL FOUNDATIONS MAXIMUM SOIL BEARING PRESSURE 2000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1' -6" (MINIMUM) BELOW FINISH GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC, SURFACE SOILS AND SHALL BE LOWERED IF SUITABLE SOIL IS NOT FOUND AT ELEVATIONS SHOWN ON DRAWINGS. BACKFILL TO BE THOROUGHLY COMPACTED PER SPECIFICATIONS. PROVIDE 2- #5 (MINIMUM) CONTINUOUS AT BOTTOM OF ALL WALLS AND FOOTINGS. CONCRETE By 1. . ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO 2003 EDITION OF INTERNATIONAL BUILDING CODE (IBC). 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENTIONS AT THE JOB SITE AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCRIPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY THE LOCATION AND AVOID ALL ADJACENT UMDERGROUND UTILITIES PRIOR TO EXCAVATION. 1, ALL CONCRETE SHALL BE READY- MDC IN ACCORDANCE WITH ASTM C94. ALL CONCRETE WORK SHALL CONFORM TO 'REQUIREMENTS OF CHAPTER 19 OF INTERNATIONAL BUILDING CODE (IBC 2003) . 2. REQUIRED ULTIMATE CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: 28 DAYS STRENGTH (PSI) 3000 PSI FILE COPY Permft Nos Pier' review approval la subject to erns tides not � Approval � ottfirtance. Receipt of . .ri r .. , l_4 �• . 18 % 24 MIMED ON WO. 180014 Ct FA8PRINT • GENERAL STRUCTURAL NOTES #6 BARS OR LARGER #5 BARS OR SMALLER MAX. SLUMP 4" 3. MINIMUM COVER FOR REBAR WHERE CONCRETE IS : CAST AGAINST EARTH 3" CAST IN FORMS AND EXPOSED TO EARTH OR. WEATHER: Date: City of Tukwila BUILDING DIVISION 25 PSF 2000 PSF 1 D 1 D 6.5 85 MPH 1.0 B 19% LAT/LON 1.55 0.42 MIN. CEMENT CONTENT 6 SACKS 2 „ 1.5" 4. ALL CONCRETE EXPOSED TO WATER OR TO FREEZING TEMPERATURE WHILE WET SHALL BE AIR- ENTERAINED. SEPARATE PERMIT REQUIRED FOR: McChanical f Electrical Plumbing at Gas Piping City of 1'lakwila BUILDING !VISION TIMBER I. ALL FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING RULES FOR WEST COAST LUMBER NO.16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARD REF. NDS 2001 A. JOIST AND RAFTER: HEM -FIR#2 E= 1,300,000 PSI, •Fb = $50 psi, F„ ' 150 PSI B. BEAMS AND STRINGERS: DF -L #1, E.-4,300,000 psi, Fb = 1350 psi, F„ =170 psi C. STUDS: . HEM - FIR STUDS GRADE, E rsi, Fb - 675 psi, F »S00 psi D. TOP AND BOTTOM PLATE AT BEARING WALL: DF -LARCH #2 E= 1,600,000 PSI, FC PERP. = 625 pST, Ft-- 850 Ps! E. POST: DF -LARCH #I, E "1,600,00 jsi , Fc - 850. pi!, Fb = 1200 Psi 2. ALL LUMBER' SHALL BE SURFACED DRIED TO NOT MORE THAN • 19% MOISTURE CONTENT. ALL WOOD,* CONTACT WITH OR INSTALLED WITHIN I INCHES OF CONCRETE OR MASONRY MUST BE TREATED WITH AN APPROVED PRESERVETIVE. 3. PLYWOOD SHEATING SHALL BE GRADE C -D EXTERIOR GLUE OR STRUCTURAL IL NAILING REQUIREMENTS ARE PER PLAN WHERE NOTED OR PER IBC TABLE 2304.9:1: INSTALL PLYWOOD CONTINOUS OVER. TWO OR MORE SPANS, WITH FACE GRAIN ACROSS SUPPORT, STAGGER END PANEL JOINTS. ALLOW /16" SPACING AT PANEL EDGES. CONTRACTOR AT HIS OPTION'COULD REPLACE PLYWOOD WITH ORIENTED STRAND BOARD. 4. JOIST HANGERS AND FRAMING CQNNEGTORS SHALL BE BY "STRONG TIE" SIMPSON COMPANY IN SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THAT THEYAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPAC , LL BOLTS; JOIST HANGERS, NAILS ETC. IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED OR STAINI9 S STEEL TYPE 304 OR 316. z,: , ; REINFORCEMENT STEEL ALL REBAR SHALL CONFORM TO ASTM A- 615,.GRADE 66, FY =60 KsE. WELDED WIRE FABRIC SHALL CONFORM TOYASTM A185. ALL REBAR SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 318 -2003. ALL BARS SHALL BE SECURED TIED IN PLACE WITH DOUBLE ANNEALED 16 GAUGE WIRE. ALL BARS TO BE LAPPED HAVE CLASS "B" LAP SPLICE OR 2' -0" MINIMUM AND STAGGERED UNLESS NOTED OTHERWISE. - PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. CORNER BARS SHALL HAVE CLASS `B" OR 2' -O" MIN. LAP SPLICE. LAP ADJACENT MATS OF WELDED WIRE FABRICS (WWF) A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. r 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 and may include additional plan review gees. r� co LT REVISIIIN N Do7- 095 FRAMING NOTES 1.SHEATH ROOF WITH 5 /8" T &G CD -X PLYWOOD WITH PANEL INDEX OF 32/16 AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 2. SHEATH FLOORS WSIH 3/4" T &G PLYWOOD WITH PANEL INDEX OF 42/20 AND NAIL WITH 8d COMMON NAIL AT 6" O.C. EDGES AND 10" O /C/ AT INTERMEDIATE SUPPORT. 3. ALL EXTERIOR WALLS ARE 2X6 HEM FIR STUDS AT 16" O.C. 4.ALL INTERIOR WALLS ARE 2X4 HEM FIR STUDS AT 16" O.C. 5. ALL POSTS IN EXTERIOR WALLS, CORRIDOR WALLS, AND INTERIOR WALLS ARE 3-2X4 STUDS. 6. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6d 8d 10d 12d 16d LENGTH 2" 2 I /2" 3 ,, 3 1/4" 3 1/2" DIAMETER 0.113" 0.131" 0.I48" 0.162" 0.192" F_ii; ,2;�/ j-'D,i? 1) 1. SLAB ON GRADE ELEVATIONS ARE PER ARCHITECTURAL PLAN. SLAB SHALL BE ittf THICK WITH 1 OVER. FREE DRAINING GRANULAR FILL. PROVIDE 6 MIL VAPOR P � BARRIERS BELOW SLAB AT ENCLOSED PACES. gC�i Mar 'b 7044 2.PROVID' a,� 0 JO'' . ` L rvON TO DIVIDE SLAB IN TO RECANTANQULAR AREAS OF 20 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY THE OWNER- 3. TOPS OF ALL INTERIOR FOOTINGS ON THIS PLAN SHALL MATCH HIGHEST POINT OF ADJACENT EXTERIOR FOOTING. TOPS OF ALL EXTERIOR FOOTING ON THIS PLAN SHALL BE AT ELEVATIONS NOTED. 4. REFER TO MECHANICAL /CIVIL DRAWINGS FOR ALL UNDERSLAB PIPING. 5. COORDINATE ALL NOTED SLOPES, STEPS, ELEVATIONS AND DIMENTIONS WITH ARCHITECTURAL DRAWINGS. 6. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT GIVEN. SEPARATE PERMIT REQUIRED FOR deMdchanical Electrical Plumbing OF Ong City of Tukwila BUILDING DIVISION r t ssiorox O ra* ' .....atizy raw - - i Permit NO 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 and may Include additional plan review fees. ALE: °Are: 08 - 07 APPROVED BY: This sat of construction documen shall be kept at the sit3 of work and shall be open to inspe don by the Building Official or a duly authorized representative. City of Tukwila BUILDING DIVISION SEP 10 2007 Z AM ZAM PRODUCE MARKET ADDII IOni l Soo6 MILITARY RD . S TUKWILA , WA 98188 DRAWN BY REVISED DRAWING NUMBER Vi 18 x 24 Pslrs(IF3 011 NC. 1000H CLEM:W T a O 0 a mcisTissa STRUCTU12E .EXISi1NGs BUI1] fl9i VICINITY MA ' 049 scAL.E7 prtA4T PA o,REA i22!4:10 1 • . 20 0" 25 j„orr ASPHALT PAVED ARAE 1' 4- 3 . 2 TtWO WAY ONE WAY CO • 1M SITE PL Ail ) PARKI $i DETAIL (Scale ie= Li CONSTRUCTION I. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORKS AND MATERIALS IN CONFORMANCE wlTH THE 2003 IBC, AS WELL AS ALL OTHER GOVERNING CIT'!, COUNTY AND STATE Bu1LDiNe CODES. 2. CONTRACTOR SHALL - BE RESPONSIBLE FOR KEEPING AREA UNDER CONSTRUCTION SECURE AND CLEAR OF DIRT AND DEBRIS. 3. CONTRACTOR SHALL SCHEDULE WORK AS MUCH AS POSSIBLE TO AVOID INCONVENIENCES O EXISTING] NEIGHBORHOOD PROPERTY OWNERS. 4.DINENSIONS ON DRAWtNC,1S ARE TAKEN . TO FACE of STUD PARTITION$, 5. CONTRACTOR SHALL VERIFY RoUGGt3 ORE REGIUIRMMENTS FOR ALL FIXTURES AND EQUIPMENTS PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL PROVIDE ALL BLOCKINGIS AS REQUIRED FOR HANGING OR BACKING OF FIXTURES AND CABINETRY 7- ALL EXTERIOR WALLS AND PLUMSING WALLS TO BE 2x6 AND ALL OTHER INTERIOR WALLS To BE 2x4 PROPOSED PROTECT,: I- CHANGE OF - OCCUPANCY B TO OCCUPANCY M. 2, 637 Set- FT SINGLE. LEVEL AVDI'TION TO ExISTtNG! DRIVE - - IN BANK BUILDING, SITE PLAIt : I. ZONING' : RC 2. SETBACK : FRONT - 3. LANDSCAPE: FRo4T 4• ISLAND LANDSCAPE : . . . PARKING'S : • TOTAL.. 6. TRASH ENCLOSURE : PUSj_IC WORKS : f; SURFACE WATER VRAINAGI PLAN! INCLUDED 2. MINIMUM DIStURBA?JCE tN IROA 3WAY PAVEMENT, ALL PARKINGA ,S DRIVEWAY SURFACE PAVED (ExT 3• DAMAGED CURS SHALL BE FIXED - 4. ATTACH THE NEW ROOF ]RAIN To TI-FE EXiSTJNGI ROOF DRAIN. BUILDING] MATERIALS : 'I'. PROVIDE TWO WINDOWS TO THE 1.IORTH , AsID GLASS INSERTS • ALL FIXED .GILASSES .. SHALL BE 1 /4" - CHICK TEMPERED. 2, PIZ:WIDE AND INSTALL 2' HIGH . BRICK VENEER TO THE NOIRTH AND SOUTH ELEVATIONS. 3. EaC-r RIOR PAINT Oty FASCIA BOARD SHALL MATCH THE EXiSTIN61 (GRAY COLOR) 4. EXTERIOR PAIN ON 'T i--ti SI4ALL BE • BRICK BROW%! TO I.4ATcH THE EXISTING! BRIC.IC WALL. MURAL SI4ALL BE PAIAITED CAN We" !ADO ATTACH To " i4E T WAL . SUI2AFACE, S I. - EXISTING FREESTANDING! $ S N SHALL NOT BE USED 2. NEW SIGN SHALL. BE 3 x 1O5Q"Ca0, . SG!•PTimpRTt-t FLEVAnnO) � 5' -0 "x 6L O" (I$ SQ•FT /WEST E LEVATi 3 NEW 6t6 N SHALL BE MOUNTED ~ ON BRICK WALLL, G ABOVE G1RADE 17 FROM P'ROPERTY LINE BUILDING ADDRESS; 15006 MILITARY RD TAX ASSESSOR # : 004100 •--• 0514 CsI ARiRA • : 60-20 LAND AREA : 10,786 SQ. F AF2E;p, t F WORk • THIS PERMIT : 2,061= 5 SQ. FT AREA OF L1:'ODITl pfd « 637. $& • FT �'Vi?13D1CTIoN : TtUKWILA SEWER DISTRICT VAL. VUE WATER DISTRICT : # 125 LECIAL. DESCRIPTION : THAT PORTIO)4 OF LOT i, BLOCK 4 FIRST ADDITION TO ADAMS I4OME TRACTS, ACCORDING! TD PLOT RECORDED IN VOL - 12 OP PLATS, PAGIE 50 IN kiNA COUNTY WASNi36r7ON DESCRIBED AS FOLLOWS BEGIN1NG AT A POINT, ON THE 'WESTERLY L .OF SAID LOT 1, WHICH IS t i 4 ° - 36' VI 116-36 F12OM THE SOUTHWEST CORNER THEREOF THENCE CoNTiNUJNc N 4 ° • 36' W 122• SI TO THE SOUTH MARGIN, OF, *..:yt-5(? 'TH STREET CAS NOW ESTABLISHED) THEI.,ICE A.LONGr SAID S•MARGIN S -e$ - :Q1,r.. ;rJ_' . - . 0r' "1 f -0�']' 1 1-1ENCE S 1 02" W 122. ' T HENCE N 88 01' • 5$" W $7.Q9' - r o _ THE POINT off' ` ?I `G,INMI 12 6 CEXISTiNel), SECOND FRONT- I2' O "•CEXISTfNG), SIDE - 10` 0",' REAR -se`- 0" 280 6a•FTjr) SECOND FRONT — 400 SQ -FT (EXISTiM6 ) Io SQ•FT /STALL e5OV!RED EAR STALLS BEHIND 8WLDINS ; IO$D SQ -FT (EXisTING) -- STALL 1. ADA ACCESSIBLE (14'-4O X 20 O + 3LO WIDE ACCESS PATH STALL 2 3 C 8 1 - 6" x 19 , STALL 4 6 5 C 8 16 AISLE WIDTH 25f-Q" (TWO WAY TRAFFIC), . PARk9NG! ANGLE- 90 8 1 • Q ", x 12 8' O" HIGH CHAIN LINK FENCE WITH GREEN COLOR Vit+ltji. SCREEN DOT gas PUBLIC HYDRANT (Two HOSE OUTLETS ski PUMPER HOSE CONIIECTIO1rt) ZAM =AM. PRZODUCE MARKET 15006 MILITARY RD 9, TUKWILA, WA $8188 SCALE: 1A611= , 1 o u DATE: 0 3 -t4;= 0`l ifA NASAHAGROUP tsr ii�R L CONTRAcrQ I t V 11 11...gif Lireased Insured Bonded Ta THE ROLL --UP DOORS CStw D SEP 1 2007 PERMIT CENTEt-, DRAWN BY N.THA!-1A REVISED 06.12- 07 DRAWING NUMBER 1--s 1 tu U) 0 Lu z 2 i L r 11 I 0 Lx 1STJN6 e•B II EX 1GT Gi C UI tzt kft 4) 9 0 stt t 7 P a i n 14 el - - A R E A tie swsa Lims- 7 :- p 6-17=_"----' fv:: , •• -2c.tr6i c-13 4O4- J c.4 0 • • ••• - 4 2 G Ex i Buti184 A.5114A1-1 PAV5D AREA EXIST'GI ROOF LINE •■■••••• •••••••■•• PL.,0041114e1 PASA. ••••■•••.• I ji CURB ••■••••■ ••■■•• •••■10.11M •••••••••• •••••••••• ••■I■• adamob■• NEW ROOF .LINE •■■■•"..m..•-•-'....••■■■••••a. • 0 O" tc) MIL -- TAR R oN7 LI-TH 122! 00 n WYE ADACCEssis :PAi4ictwei" 2dr. 0" ; m.'" •••••= 6..6"".. "i•L Fr • • 14A1CH INDICA S AREA, oF :AU* ThIS i)gt?Mrr • 0 25 t- o" SITE PLAA •-• ASPHA1-1 PAvEri AREA co ' 122 to' pas al cam pRNt4 1-1Na_s ••••••■• ■•=. • .EXIS •••• ••■••••• • • • "PP • • • 6" fl41C coNt.iwp -ro GIRADE E>45 56ALE: fe 1 1- 0 " DATE: 0 -O7 . I TRASH ticl-OSURE..! ZAM ZAM PR oDUCE .MARkET ATI)11101s1_. 15 000 4441LITAPY RD .S. WA cates APPROVED BY: NAS.AH4GIROUP .. 14:114=01 . :LATA . 7i t LiCenSed Ins Q 0 1I r - 1 RECEPPE: SEP i OLu4 . ERMT CENM • DRAWN .BY -THAMA REvISED 064L-0-1 DRAWING NUMBER g. LS CT R IC AJ COT RO i4 01 TOILET STORA6 sit $'- a' S .J a L r Si 20' 0" - ENTRY 3 i 4" 20 O !2'0" LoUHGyE' TELLERS S " Q„ d i. 5L0" f 81 0" E3 ! = a" ,+6" 31- o" " EXISTING FLOOR PLAN (scale- - '/4 "= It O EVSF1I U07 -0`15 IL& 8J REVIEWED FOR CODE COMPLIANCE APPROVED SEP 12 2007 City Of Tukwila BUILDING DIV ION i I 1 SCALE: 1/42$ f DATE: 03 -14. O 1 APPROVED BY f _us _I NASAHAGROUP • GENERAL CONTRACTOR II._ / Licensed Insured ceded SEP 10 2007 " .RMIT'CENTER Z aM ZA I. PRODUCE M ARkET ADD ON 500GO MILITARY RD - S Tukwit".A , WA 48i8S 'DRAWN 6YN THAHA REVISED 0&a2 -07 DRAWING NUMBER IS x 34 PRINTED atr NO. =OH CIFATISMa• BRICK VENEER CExtsTe !-HAND 1PAIL 4x12 DP #i EXISTING' Roc RANMINEj 1 M -- OCCUPANCY Ex1STNGrCOLUMN NON - COND1 TIONED SPACE /EXISTING DRIVE- up AREA. NEW WALLS ADDED r v 77' 1 INFILL ax6 STUD WALL BETWEEN COLUMNS PER 'DETAIL l (SIM ON S EET 7. SHEATHING; WI SHEET PLYWOOD W! Sd NAILS 6" O.C. EDGE AND 12" O•C FIELD. !. 16111∎ 6'g 4.1IIItMVIL1' i.NOM� \�`. ELECTRIC 1 TOILE � REACH- IN :12EEZR NOTES : 1. EXISTING! ENCLOSED SPACE HAS FORCED AIR HEATING! AND AIR-CONDITI- ONING!. NO ALTERATION TO THE EXISTING; HVAC SYSTEM. 2. NEW ADDITION SHALL NOT BE CONDITIONED, AND SHALL NOT BE 12E62UIRED FLOOR, WALL, CEILING INSULATION. MEAT PREP TABLE (N) LINE —^4 74A 7frtt .LANDING; y EW . gin. PLYWOOD WI $ d Nt L5 - 4" 0 ;C OKI EDGE 6" ' IN. FIELD .TIP''! . FRONT WITH ,, EitlCtc ' VENEER NEW ADDITION NON -- CONDITIONED SPACE VZOLL --UP DOOR (TVP'0F3 WALL LEGEND ''E11ilt SCALE: Ilq, " = ILO" DA-re: -03 - 14-07 APPROVED BY: RECEIVED SEP 10 2007 PERMIT CENTER IEKISTlN6l WALL TO REMAIN NEW WALL - INTERIOR 2.x4 sr ExTERIOR 2)(6 4 t6" o% EXIT L1 G1HTa ® CEILING MOUNTED EXIT SIGN CHARD WIRED) ZAM 2AM PRODUCE MARKET 15006 Mu.fTARV RD • S , TUKWILA , WA 98188. DRAVVN BY 14 TI4A14-A 7 TOILE er It Q.I!- e • 1 - . -1- - - - -1 HAND WASH ) MOP SINK 3-COMP. SINK 9 •11 4i- a" UP CHANGIE: OF OCCUPANCY FRotA 33 TO M ,‘ r - RO L.L.- UP ID< g; gso" Ti t t u lli c R O EA RE DE D D RIL R L CED ED HOLE 6 24- 0-C exe Velf " FLAT WASHERS NUTS 0 1/2"x zt." LAG SCREW IN/ 2" FLAT WASHERS cv , j ( CMU-REINFoRCED WALL EVISliN ID 0 1 5 BRICK VENEER METAL FLASHING' We PLYWOOD 2xe 4 0.c 2x4- RUNS THRU ENTIRE LE1461TH OF THE AWNING! CORRUGATED SHEET METAL. ROOF TO MATCH THE NEW ROOF AWNING ATTACHMENT TO ExtST)NG CPU/RICK WALL DETAIL -1 (No SCALE) 4x6 BLOCKING' (2 PLACES) 2xe) 2x4- BLOCKING; AWNING, ATTACHMENT TO NEW 2xes FRAMED WALL DETAIL. --a (NO SCALE) SCALE: NO SCALE DATE : 09-05-07 APPROVED By: A rc 3tHA.CiROUP W Amgi • • Licensed banned Bonded CODE' COMP1_,,INCP APPR OWzy,'' SEP 12 2007 BUILDING DIV57 SEP 1 0 2007 PERMIT C,Egi EH ZAM ZAM PRODUCE MARKET ADDITION 15006 MILITARY RD 5 TUKWILA, WA-99198 DRAWN BY N:THAHA REVISED DRAWING NUMBER 1 ax 24 FRINTED auto. wool ciPARPlawr• e' - o tt -0-mtwaliwaxm owl _..Rmmflan Erin Ie:nr•ir•I•� . ,1.tr 1111181 > Rti I EWE NTI 12" Z 12 f' I TRASH ENCLOSURE ^ (CHAIN LINK FENCE WITH Vtt+tVL SCR MSMO ! NO MOM NM MaSIM. •s •• •w ••I •r• MN •I• MUM 111111111h.r Mai In BM IS BM Mal MI WI r- Nt(RrtRRR•1artRR__MIMIWI :f= rr aaf. IBMMKMI NM MIN r.l Ziff 4MirIt wurea me mass= s poor= UM I1L�'7i EMVIE t zn _ f rim immia ism —)51 Mar OEM al3.1 nl ammaoaa ,•a t lort ti/f0 r# MIEN Xi:SHUNS MIS i III 12 POTTED PLANTIN i • CORRUGATED ME'T'AL AWNU4OI TO MATCH THE NEW Ro ©F i $RtC (E) . 4. a t ......rosR•1>!!f1<"l,!•r•Isu•!s1•Rs r - .ar• awl WW/r 11 w1 r7rRww r 1•.rR•rdr�r• term rocs nafr.l Rim worn WWII IR'Rr1R lR! R .► R1R,RS .I f R'%RR i r ' rte= 171• . .'�RRRarRtA.R• 1•R•� 41 a i Xt GT %• F'L•A!1TS r L t _ ._ .._ w.. _- _ _ .. _ T.i - iii G13LAT111140 STUD XFRAMlNG FIR 16" 0•C HAND RAIL rn a. LANDING! • •4 v . . . r•.• e 1 : . . A - & EX 1811140 ROOF -- . 3 TAP • OMP. SI•IINGLE S lc fx2`M,l TEMPERD GIt.4S$ INSERTS (VIP, 8) 11 ; EACH ROLL. _ UP DOOR ILL Mt EMI T t LEVA11 r4 . '4 NOTES - I• TRASH ENCLOSURE BE: s COVERED SOLIDLY WITH VII'1�jL SCREEN AND PROVIDED WITH POTTED PLANT'SCAPI~ OI4 NIORTH AND SOUTH SIDE TO SCREEN. 2. ENCLOSURE (TRASH) DOORS ARE SELF - CLOSING , S. GILASS INSERT$ ON ROLL - UP DOORS ARE 14 ! 7E1-I t IZED 4-, BI:2ICK VEN1EE SHALL MATCH TI EXISTING_ BRICK$ WALL 5. EXTERIOR PAINT mN FASCIA BOARD SMALL MATCH T1.1E ExISI el EX TERIOR PAtN1T COLOR ©i= T 1. SHALL BE RIRtck BR OWN TO MATCH THE EXIST VI MALL 7 MORAL SHALL BE P IIATED Chi S /," MDO ATTACH • o T WALL SURFAC1=, I I. r -I_. I � — C.0 I'd P - Hit461L.E5 FASCIA • . NOR - H 51- EVATI ON MEW ROOF RA TERS It 1G O.0 rt2 PITCH) • 6 J�TC SLAB .- • , a Y •p • • 1PVO�f'f fj`ir1'jf } RPM f i �isfffOffff ' (' s' } } ff }} )}} MI �l �, ,7! ! ( 1 +�jfi !i}l }fain } h di 4f ' • 1f�ff0 $ ` �f ffjf ra } f •f f f ft r f00$ 1'�ja 1 I v {f4t jfi0I 10 j 1 MLA MIR .411111•1111 I�t I ■ MOM wilt NEN r I MI MEM IBM I WII > 1111 > _R� mom woe Imam sPAAAWNW MIN Mir 4f4K3rnw= E po >r =>tx MII1 NENE MINE WEIN MIME I•ORY 1 m 1I I. " %la a. *_ v .ER. rim =.. .. 13.1414.-•: anaaafaw =arrant I11II t�l ISM I•rI I-1 r 1101 I-1 wow 1101 I11Ki1Ii1f11f111111111111111ilI 111111111101111•11.11111111111111111 .e �>u MUM= IRl:t IInIIrlllrlMl Amer gams moo mew. MIE NNW* MIliNg — arrfafan rws rfr w =Kt =mot Qaar R•rR r1 N1R1t Om r=•r ■ta nw■afrRaw = =ME =M me - � mom MAIM MINK s RIM IrmIMAM MO= EMrr... �wtR=f >r~ r~ IBM f ra► 41111111111330 Min - - - - - I I I main OMR VA w[P'J10.33 1/10!3x4333 i MINI NM= NNW a.•R ==SWsfaf.a..MOM aaZfaa.NMI Zink ..Par r= MN= =•R mow min{Airf NO= — =--amok. fr tit mom turf — nom mud. =Mar awn f ■o' .r ARM Ian rtrraf.w.w aMXr ,is =M+r =.... =OK =Mal .a..m,rG. =aa= 3 _rteb 4140_ MINK Hier r4rr NMI Mrr wrr;.4a.1 fir .- a'4 :' . _ _ BRICt: VENEER TO MATCH I _ 1 I _.._ _ 1 xIST''C,y 'WALL— r __.. I ._ _. — — _. ._ v • w . EVISI N N b074)95 gox76 tICOR CCEIO FOR ROLL -CP r3coR CTVP 3) >gRICK VENEER OVER 7i -it TO MATCH EXIST% - b V . . :4.1 : 4: a. a . r .s • •A '.4 E9 DESIGNATED SPACE F WALL - MOUNTED 73uSINESS SI N (30. so. T) 1 PRo TY LINE. /DLO' • SR, ck .j -a n N 12 –1 SCALE: V4 " = % -D DATE: 03 -14 -01 12 Come • PAD ENCLOSURE APPROVED BY: FOR TRASH f GRADE LEVEL - ToP a� X0 7.1451DE Ex1ST Still °ter •• " P4ASAHAGROUP `" GENERAL CONTRACTOR m if Licensed Insured Beaded CHAIN LINK MCC WITH VIM'fl. SCREE* FOR TRASH SMCE,tt POTTED PJAUTIN61 C- vP 3)O1.4 SOUTH COOP • COMPLIANCE SEP 12 zoo City Of BUILDING DIV$1,Q'v sEP 10 ZO07 - F! - i1EB Z AM ZAM PRODUCE MARKET ADA1T1m 15006 MILITARY RD - S TVkWIt.A , WA R6I$$ DRAWN BY N -TRA REVISED 06-12-07 DRAWING NUMBER ' I i : A :.. _" a: ti.: ;: *:.: A • :9. I e' - o tt -0-mtwaliwaxm owl _..Rmmflan Erin Ie:nr•ir•I•� . ,1.tr 1111181 > Rti I EWE NTI 12" Z 12 f' I TRASH ENCLOSURE ^ (CHAIN LINK FENCE WITH Vtt+tVL SCR MSMO ! NO MOM NM MaSIM. •s •• •w ••I •r• MN •I• MUM 111111111h.r Mai In BM IS BM Mal MI WI r- Nt(RrtRRR•1artRR__MIMIWI :f= rr aaf. IBMMKMI NM MIN r.l Ziff 4MirIt wurea me mass= s poor= UM I1L�'7i EMVIE t zn _ f rim immia ism —)51 Mar OEM al3.1 nl ammaoaa ,•a t lort ti/f0 r# MIEN Xi:SHUNS MIS i III 12 POTTED PLANTIN i • CORRUGATED ME'T'AL AWNU4OI TO MATCH THE NEW Ro ©F i $RtC (E) . 4. a t ......rosR•1>!!f1<"l,!•r•Isu•!s1•Rs r - .ar• awl WW/r 11 w1 r7rRww r 1•.rR•rdr�r• term rocs nafr.l Rim worn WWII IR'Rr1R lR! R .► R1R,RS .I f R'%RR i r ' rte= 171• . .'�RRRarRtA.R• 1•R•� 41 a i Xt GT %• F'L•A!1TS r L t _ ._ .._ w.. _- _ _ .. _ T.i - iii G13LAT111140 STUD XFRAMlNG FIR 16" 0•C HAND RAIL rn a. LANDING! • •4 v . . . r•.• e 1 : . . A - & EX 1811140 ROOF -- . 3 TAP • OMP. SI•IINGLE S lc fx2`M,l TEMPERD GIt.4S$ INSERTS (VIP, 8) 11 ; EACH ROLL. _ UP DOOR ILL Mt EMI T t LEVA11 r4 . '4 NOTES - I• TRASH ENCLOSURE BE: s COVERED SOLIDLY WITH VII'1�jL SCREEN AND PROVIDED WITH POTTED PLANT'SCAPI~ OI4 NIORTH AND SOUTH SIDE TO SCREEN. 2. ENCLOSURE (TRASH) DOORS ARE SELF - CLOSING , S. GILASS INSERT$ ON ROLL - UP DOORS ARE 14 ! 7E1-I t IZED 4-, BI:2ICK VEN1EE SHALL MATCH TI EXISTING_ BRICK$ WALL 5. EXTERIOR PAINT mN FASCIA BOARD SMALL MATCH T1.1E ExISI el EX TERIOR PAtN1T COLOR ©i= T 1. SHALL BE RIRtck BR OWN TO MATCH THE EXIST VI MALL 7 MORAL SHALL BE P IIATED Chi S /," MDO ATTACH • o T WALL SURFAC1=, I I. r -I_. I � — C.0 I'd P - Hit461L.E5 FASCIA • . NOR - H 51- EVATI ON MEW ROOF RA TERS It 1G O.0 rt2 PITCH) • 6 J�TC SLAB .- • , a Y •p • • 1PVO�f'f fj`ir1'jf } RPM f i �isfffOffff ' (' s' } } ff }} )}} MI �l �, ,7! ! ( 1 +�jfi !i}l }fain } h di 4f ' • 1f�ff0 $ ` �f ffjf ra } f •f f f ft r f00$ 1'�ja 1 I v {f4t jfi0I 10 j 1 MLA MIR .411111•1111 I�t I ■ MOM wilt NEN r I MI MEM IBM I WII > 1111 > _R� mom woe Imam sPAAAWNW MIN Mir 4f4K3rnw= E po >r =>tx MII1 NENE MINE WEIN MIME I•ORY 1 m 1I I. " %la a. *_ v .ER. rim =.. .. 13.1414.-•: anaaafaw =arrant I11II t�l ISM I•rI I-1 r 1101 I-1 wow 1101 I11Ki1Ii1f11f111111111111111ilI 111111111101111•11.11111111111111111 .e �>u MUM= IRl:t IInIIrlllrlMl Amer gams moo mew. MIE NNW* MIliNg — arrfafan rws rfr w =Kt =mot Qaar R•rR r1 N1R1t Om r=•r ■ta nw■afrRaw = =ME =M me - � mom MAIM MINK s RIM IrmIMAM MO= EMrr... �wtR=f >r~ r~ IBM f ra► 41111111111330 Min - - - - - I I I main OMR VA w[P'J10.33 1/10!3x4333 i MINI NM= NNW a.•R ==SWsfaf.a..MOM aaZfaa.NMI Zink ..Par r= MN= =•R mow min{Airf NO= — =--amok. fr tit mom turf — nom mud. =Mar awn f ■o' .r ARM Ian rtrraf.w.w aMXr ,is =M+r =.... =OK =Mal .a..m,rG. =aa= 3 _rteb 4140_ MINK Hier r4rr NMI Mrr wrr;.4a.1 fir .- a'4 :' . _ _ BRICt: VENEER TO MATCH I _ 1 I _.._ _ 1 xIST''C,y 'WALL— r __.. I ._ _. — — _. ._ v • w . EVISI N N b074)95 gox76 tICOR CCEIO FOR ROLL -CP r3coR CTVP 3) >gRICK VENEER OVER 7i -it TO MATCH EXIST% - b V . . :4.1 : 4: a. a . r .s • •A '.4 E9 DESIGNATED SPACE F WALL - MOUNTED 73uSINESS SI N (30. so. T) 1 PRo TY LINE. /DLO' • SR, ck .j -a n N 12 –1 SCALE: V4 " = % -D DATE: 03 -14 -01 12 Come • PAD ENCLOSURE APPROVED BY: FOR TRASH f GRADE LEVEL - ToP a� X0 7.1451DE Ex1ST Still °ter •• " P4ASAHAGROUP `" GENERAL CONTRACTOR m if Licensed Insured Beaded CHAIN LINK MCC WITH VIM'fl. SCREE* FOR TRASH SMCE,tt POTTED PJAUTIN61 C- vP 3)O1.4 SOUTH COOP • COMPLIANCE SEP 12 zoo City Of BUILDING DIV$1,Q'v sEP 10 ZO07 - F! - i1EB Z AM ZAM PRODUCE MARKET ADA1T1m 15006 MILITARY RD - S TVkWIt.A , WA R6I$$ DRAWN BY N -TRA REVISED 06-12-07 DRAWING NUMBER MIN 3e WAl( -WA ". AWAY . R 7MC"rNE 130114y e. { 2 - # ¢ RESAR @ TOP 2 -- #t ¢ ICE SARI PiTlYin x RHO - UP HEADERS AT NOEi T P PATE LAP Dbu ,L E TOP PL ¢8" M114 ) ptim TA 7 /i 7r-i ( iL700'09 iskyalogip ed NAILS i4 -C or1 EDOIE 6 ti3 mgt. VAP SIMPSOI+IS- STHD JO @ E CORNER FASTENED WITH SIN 2x - ■ • •• .. - NC-HO 6. ii AND - WITHIN 12 FROM THE OOmNER -------- .. - 11 II I I ®- re ----r- jL 4 SIMPSON S Hi AT EVERY RAFTERS CRIPLE STUDS @! SAME SPACING! AS COMMON STUDS U2 F PLY :INTER. COVERING, 2x6 P.7 HOT• P!A 4 4 2x6 STUDS 1�'O•C- IL.L SEAL 6" �. 16" a MOISTURE AR i COc o O • , aQ eOO 00.000 at, %o$ ao 00 0 IER SIMPSCNS CC4t CoLUM14 CAPS FASTENED WITH 4 -• ied Chat • NAlI.S le ¢ - tfz x 5f1 CtAL -B0L7 ON WI~AMs 6 - I6d GIAkNAMI - .S 2_IANs''BOLT q. POST Ex tsT'Csh ASPHALT . •i • 0 F / hT pLywooD NAIL PER FRAMNGI NOTES I METAL ROOF SCREWS WITH RuBSER WASHERS 2x6 RAFT - co , @ 1C o.c _�„�►-. .rte` ti I M R a'OF SHEET 4E PAT! QN1 DETAILS (N4 SCALE) SECTION A —A SIMPSONS H i AT EVERY RAFTERS PLYWOOD NAIL e 6 sliNk } •.T It 4 I - • b a p 6 Qo00,:if °o °o °-p g act, ovaoV pobda cgo ocfa 8o Qe6 • - �^- 1 QQ 0Q coo °ooa D00 ° .. . w EXIST'CsI QIRAVEL L IF 7 • - �l - j i • lf • II - .I II a /! A . 4 • d METAL FL /46111 NGI 13ETWEEN Ex7ST'6 IS NEW STRUCTP TOE F RAFTERS WI IC d NAILS fr SIMPSoNS LCB 4-4 FASTENERS; 12 -- 16 Cs NAIL 2 -- C OLUMN __ $ASS 1ETAlL (NO SCALE > EVISI 4c12 .PE:AM ' to a Na L @ BLOCKING? '" STAGGERED / 'I'O E'KISTNG 2x12 FASCIA 4 x 4• 2.7 POST 0 TS 7 5 SIMPSONS CC 44- COLUMN CAPS - CONC- COLUMN RASE POURED IN PLACE "r•C MATCH 714E Ext5T - 41 -SLAB WITI4 4 --- 4.4 REBAI2 oN TOP 4 -- # 4 RE BAR AT Bo1TO1 7 +.I�1i i N -.+.., .. .: FASTENS S.: 1 � '; 5 �'ia1 SAS GN 3EANI 4-16 d Gia1 • NAILS $ 4-- /a 6- !lei d Giat- NAILS ,8 t, -. 1/2 Cta1 Sol-TS ON gosT POST-BEAM ATTACHMENT DETAIL (NO SCALE) a t2” 4 plaCk-VEMEER odtII3DATIOI4 $RICK L .VEL.Wf tiDSILL DETAIL 1 /70N0 BRICK SCALE: NO SCALE APPROVED 19Y: DATE: 03 - 14-07 I: Ax11U wI VA"M toe' $MOISTERE E trazgEt • I. IN AIR SPACE O IGIC 'vEREER BRIM 11ES RTALMSLLL w/ Weep cp A•B e 32" o.c WEEP HOLES,FLASHII,IG1 v \1VALIC WA' 'SLOPE 4 A'INAt( 2 »- TI/E ScmLD61 Z # 4 Tor 4 BoTTCM fiTG PIASAHA GROUP GENERAL CONTRACTOR . Licensed Insured Barbed • 040 SCALE) e SI CF iE SEP 10 2007 - PERMIT CENTER ZAM ZAM PRODUCE MARKET ADDITION 15006 MILITARY RD .S TUKWILA , WA 9$188 DRAWING NUMBER DRAWN BY N.THAH REVISED 06 -12 -07 AL,TRRNATE STALL TOILETS (ADA). t Alternate may be used where it is "technically infeasible" or where plumbing I code requirements prevent combining existing stalls to provide space. A =56 "min when approach is from the front B =66" min when approach is from the side WATER CLOSETS ^ (ADA) 18' min 42 min latch approach only other approaches 48' min 11/411/2 36" min end of row stall 48 "min 18" 189- 30" clear 52" min 56" min 59" min 66" min I wf walI mounted w.c. 48" clear 1114.1 nu 11(2' max prvj- echon of stair nosing typ. ----j• risers shall be sloped or the underside of nosing shall have an angle not less than 60° kb alternate door location 12 "max typ w/ floor mounted w.c 60" min 18" 42" min 60' (L) level landing top and bottom of ramp . 60" (L) X 60" (W) when landing changes direction 1 horizontal runt A slope > 1:20 is considered a RAMP Slope max rise max run L-I2 to <116 30" 30'- 0" 1016 to <1120 30" 40 -0" Max. slope of ramp in new construction is 1:12 Max. accessible route cross'alope is 1:50 Max slope of curl: ramp flare is I:10 Access paths. (ADA) ramps, walkways, stairs and handrails Surface at accessible route shall be stable firm &slip resistant • 1 1f4 and 1 chanle iissok if beveled of t . swbe�vel-ed dor X =18' atilt 24" preferred Front Approach 12 "max --- alternate 40" (42") zitin 36" max 36" min 12" tyx 42" min P GRAB -BARS AT WA ihx CLOSETS (ADA) (TANK-TYPE) FLOOR MOUNTED (ADA) SWINGING DOORS -4=7. -. - 36" min 12" min. Y = 48" min if door has both a latch and a closer . Equipment permitted in shaded area , at water & drain under lavatory to be insulated also no sharp edges faucets w/ self closing valves shall remain on for at least 10 seconds 6" mast toe clearance 17" Min depth 17 " -19" 8" t t 6" max sr-4 E: NO SCALE DATE 06- CODE APP :D t SEP 1 289 •1 MEW NG OLy Of Tukwila aryirsioN ZAM ZAM ; PRODUCE MARkET 15000 NIIL1TARY RD S, TUKWILA WA 98198 10 X 24 POSTE] OM 43O. 9n0(Ai c!£ARPilINT• 1"LECTRIC (N) MOP SINK rr��.wwwrir 12 DF # � .NON - " CQND1 TIONED SPACE JEgIST DRIVE. UP `AREA• NEW WALLS ADDED 24x:8 ;p . #.i. 4.X1 vF # s INFILL 2x6 6T H'_ BETWEEN '.COI,."f1MNS PER: : DETAIL .1 (SIM %) .N'SFHE T "T.'$HEATHING w 15132. PLYWOOD W/ Gd t,tAUS ` s" O.0 EDGE AND 12* O•C FIELD. www.w�.�rrars.rrrrww 10/2145 NOTES I. ExLSTING! ENCLOSED SPACE 1-IA4 FORCED AIR HEATING! AND AIR COND.Ti ONING! • NO ALTERATION TO THE, EXISTING1 HVAC SYSTEM. 2. NEW ADDITION SHALL NOT BE CONDITIONED, AND SHALL NOT BE IZEGZUlRED FLOOR, WALL, CEILINGT INSULATION. t A:NINGt -1 LINE -�{ EW 15/32 PLYwOOD WI d.NAIL3 4 ON EDt E • $ 6" O.C" IN 'FIELD R IM' VENEER WITH ■ d76 t ►1!� o � ! 9 1 o! , .4x$.DI~ #�i ' WALL, LEGEND N,Ew WALL INTERIOR 2.x4 ST•tt ExTER%OR 2 x6 16 Q/C EXIT L.1611-ITS CEILING MOUNTED EXIT s1G,w (HARD WIRED) ZAM ZAM PRoDU10E MARkET 150o6 M1L 1•TAIRV . R — S , TUI<WIL A , RECEIVED OCT 2 6 - 2007 TUKWILA PUBLIC WORKS SIOSTIN61 WALL To REMAIN WA g8ISE3. DRAWN SYNTH ARA REVISED 00_12- 07 1.0 li #`. , o n Ti 11 S1- IEATHUNG1 ON 2x 6 1= RAM1141G1 0 16' 0•C 17 9" LIII ii�iillai��ir IIIlA�1�11111 III lihln i i .-. -- z -- .�: =•+.rwww — wry. �n �.l �l wrrw�w�lwn.�� 1r.i ii ii rM i�+r+. rrM F+o4 Fw{ 1•w� ...... �w . !�ew wilwiwrm 11o•wau 4ilt l�wi�r '^+��i � twlwn• �iIIPFi 7.r. •• =!t rill M•Y[ llr•�r� —_... ". F!• ... :9::a•:a S. u a • a. • • . � •• o •••• . C • • t tc fz 07 H .... _....__• ............ _.••• •• .•.••. insipiK1 eas e COMP. SHINCILES a 1Avlr or-4 Wolf-o" FAAc 1�► Exis & (OMp 5H MALES 2 5 -7 ►► 1=A5C.1A ►f X51 EL EVA1I ON i4' i= . v • • 1 1 • :2' K2. FIAI-_WNASHE:Rs f3 NUTS' • EACH SIDE SIDE' WALK EV1$IIIN Doi - O '?5 . /2.71 RUDFa _RCO THRU' CORE :DRILLED HOLE �; 24a O:C : a •.`T w- RQc ,- CcRRu ATTD METAL ©?a 2x6 RAFTERS @ 16 Q,C I. 5/12 PiTGH) .... � mmHg METAL FLASHfN61 HAND RAIL.,: 4• :„To MAX SLOPE 1 _ 12 t l ► r► )7 3 3--Q CQRR.0 at ANTE SHEET. META).- . ROo>~ •1 MATCH THE NEW Roo> AVIIN O- .ATT-AC4MENT.. DETAIL (NO SCALE) 10010 Z AM ZAM PROD U CE MARk ET ADDITION 15006 MILITARY RD - 5 TUK.WIL.A ; WA 98 sc:ALE :- 1 f4 =i o " OATS : 0 — 1 4._ 0 APPROVED BY MASAHAGROUP GENERALCC NIRACTOR ...:_... Licensed Insured Bbitaed ORAWN:sYN REMISED 06'42 MYKO DRAWING NUMBER 5-- 072.. . DESIGN CRITERIA ROOF SNOW LOAD ALLOWABLE SOIL'S BEARING PRESSURE LATERAL LOAD SEISMIC IMPORTANCE FACTOR SITE CLASS SEISMIC USE GROUP OCCUPANCY IMPORTANCE FACTOR SEISMIC DESIGN CATEGORY R FACTOR BASIC WIND SPEED Ktz EXPOSURE USGS MAP USED Ss Si ANALYSIS USED IS SIMPLIFIED PROCEDURE. GENERAL 1. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO 2003 EDITION OF INTERNATIONAL BUILDING CODE (IBC). 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENTIONS AT THE JOB SITE AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCRIPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY THE LOCATION AND AVOID ALL ADJACENT UMDERGROUND UTILITIES PRIOR TO EXCAVATION. FOUNDATIONS MAXIMUM SOIL BEARING PRESSURE 2000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1' -6" (MINIMUM) BELOW FINISH GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC, SURFACE SOILS AND SHALL BE LOWERED IF SUITABLE SOIL IS NOT FOUND AT ELEVATIONS SHOWN ON DRAWINGS. BACKFILL TO BE THOROUGHLY COMPACTED PER SPECIFICATIONS. PROVIDE 2- #5 (MINIMUM) CONTINUOUS AT BOTTOM OF ALL WALLS AND FOOTINGS. CONCRETE 18 X 24 PAINTED ON NO. 1000H CLEARPRINT • GENERAL STRUCTURAL NOTES 1. ALL CONCRETE SHALL BE READY- MIX IN ACCORDANCE WITH ASTM C94. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF CHAPTER 19 OF INTERNATIONAL BUILDING CODE (IBC 2003) 2. REQUIRED ULTIMATE CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: 28 DAYS STRENGTH (PSI) 3000 PSI MAX. SLUMP (IN.) 4" 3. MINIMUM COVER FOR REBAR WHERE CONCRETE IS : 25 PSF 2000 PSF 1 D 1 1 D 6.5 85 MPH 1.0 13 1996 LAT/LON 1.55 0.42 MIN. CEMENT CONTENT 6 SACKS CAST AGAINST EARTH 3" CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER: #6 BARS OR LARGER 2" #5 BARS OR SMALLER 1.5" 4. ALL CONCRETE EXPOSED TO WATER OR TO FREEZING TEMPERATURE WHILE WET SHALL BE AIR- ENTERAINED. TIMBER 1. ALL FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLB STANDARD GRADING RULES FOR WEST COAST LUMBER NO.16, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARD REF. NDS 2001 A. JOIST AND RAFTER: HEM -FIR #2 E= 1,300,000 psi, Fb = 850 psi, F„= 150 pSI B. BEAMS AND STRINGERS: DF -L #1, E= 1,300,000 psi, Fb = 1350 psi, F - 170 psi C. STUDS: HEM - FIR STUDS GRADE, E 1,200,000 psi, Fb = 675 psi, Fc =800 psi D. TOP AND BOTTOM PLATE AT BEARING WALL: DF -LARCH #2 E= 1,600,000 PSI, FC PERP. = 625 PSI) Fc= 850 PSI E. POST: DF -LARCH #1, E= 1,600,000 psl, Fc - 850 psi, Fb = 1200 pSi 2. ALL LUMBER SHALL BE SURFACED DRIED TO NOT MORE THAN 19% MOISTURE CONTENT. ALL WOOD IN CONTACT WITH OR INSTALLED WITHIN 1 INCHES OF CONCRETE OR MASONRY MUST BE TREATED WITH AN APPROVED PRESERVETIVE. 3. PLYWOOD SHEATING SHALL BE GRADE C -D EXTERIOR GLUE OR STRUCTURAL II. NAILING REQUIREMENTS ARE PER PLAN WHERE NOTED OR PER IBC TABLE 2304.9.1. INSTALL PLYWOOD CONTINOUS OVER TWO OR MORE SPANS, WITH FACE GRAIN ACROSS SUPPORT, STAGGER END PANEL JOINTS. ALLOW 1/16" SPACING AT PANEL EDGES. CONTRACTOR AT HIS OPTION COULD REPLACE PLYWOOD WITH ORIENTED STRAND BOARD. 4. JOIST HANGERS AND FRAMING CONNECTORS SHALL BE BY "STRONG TIE" SIMPSON COMPANY IN SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THAT THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.ALL BOLTS, JOIST HANGERS, NAILS ETC. IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT - DIPPED GALVANIZED OR STAINLESS STEEL TYPE 304 OR 316. REINFORCEMENT STEEL ALL REBAR SHALL CONFORM TO ASTM A -615, GRADE 60, FY =60 Ksi. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AI85. ALL REBAR SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 318 -2003. ALL BARS SHALL BE SECURED TIED IN PLACE WITH DOUBLE ANNEALED 16 GAUGE WIRE. ALL BARS TO BE LAPPED HAVE CLASS "B" LAP SPLICE OR 2' -0" MINIMUM AND STAGGERED UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. CORNER BARS SHALL HAVE CLASS "B" OR 2' -0" MIN. LAP SPLICE. LAP ADJACENT MATS OF WELDED WIRE FABRICS (WWF) A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. in review Approval of the vioiat;cn of approval CORRECTiON LT ME Pi? /q Permit too . Ey 0\) DoT 095 FRAMING NOTES 1.SHEATH ROOF WITH 5/8" T &G CD -X PLYWOOD WITH PANEL INDEX OF 32/16 AND NAIL WITH 8d COMMON NAILS AT 6" O.C. AT EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 2. SHEATH FLOORS WITH 3/4" T &G PLYWOOD WITH PANEL INDEX OF 42/20 AND NAIL WITH 8d COMMON NAIL AT 6" O.C. EDGES AND 10" 0/C/ AT INTERMEDIATE SUPPORT. 3. ALL EXTERIOR. WALLS ARE 2X6 HEM -FIR STUDS AT 16" O.C. 4.ALL INTERIOR WALLS ARE 2X4 HEM -FIR STUDS AT 16" O.C. 5. ALL POSTS IN EXTERIOR WALLS, CORRIDOR WALLS, AND INTERIOR WALLS ARE 3 -2X4 STUDS. 6. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6d 8d IOd 12d 16d SLAB ON GRADE 1. SLAB ON GRADE ELEVATIONS ARE PER ARCHITECTURAL PLAN. SLAB SHALL BE 4" THICK WITH 6X6 W1.4XW1.4 WWM AT MID-DEPTH OVER FREE DRAINING GRANULAR FILL. PROVIDE 6 MIL VAPOR BARRIERS BELOW SLAB AT ENCLOSED SPACES. 2. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO DIVIDE SLAB IN TO RECANTANGULAR AREAS OF 20 SQUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS MUST BE APPROVED BY THE OWNER. 3. TOPS OF ALL INTERIOR FOOTINGS ON THIS PLAN SHALL MATCH HIGHEST POINT OF ADJACENT EXTERIOR FOOTING. TOPS OF ALL EXTERIOR FOOTING ON THIS PLAN SHALL BE AT ELEVATIONS NOTED. 4. REFER TO MECHANICAL /CIVIL DRAWINGS FOR ALL UNDERSLAB PIPING. 5. COORDINATE ALL NOTED SLOPES, STEPS, ELEVATIONS AND DIMENTIONS WITH ARCHITECTURAL DRAWINGS. 6. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT' GIVEN. 5 c proval Is subject to errors and omission, c:cthcn documents does not authors c; c. r. :_ Wd code or ordlnanCe. Receipt C _ ;- / c. jd c :Id;tlons is acknot i1 dgeda Date: ®G - I +-{ - o "� City of Tukwila BUSING DON REVISIONS No changes shall be made to the scope of work without prior approval of • Tukwila Building Division. r lOTE: Revisions will require a new plan submittal -Ind may include additional plan review fees. LENGTH 2" 2 1/2" 3 " 3 1/4" 3 1/2" Z AM ZAM PRODUCE MARI(ET ADDITION I SDO6 MILITARY RD . S TUKWILA , WA 98185 SCALE: DATE: 08 APPROVED BY: 0 07 SEPARATE PERMIT REQUIRED FOR Meithanlcal f Electrical _1 NT Gas Piping City of Tukwila Bull. `'NG DIVISION DIAMETER 0.113" 0.131" 0.148" 0.162" 0.192" SEP 1 0 2007 DRAWN BY REVISED DRAWING NUMBER 3 Q 15!0 18 X 24 GRIMED ON NO. 100013 p.EARPROIT. -_- �! - -- --- -�---- 4 I 0 0 4 •s rite 12J6 Exls - oti n S rrrucTU X157TNCr' 13U11PIt.i VICINITY MAP (NO SCALE) IAI.'i PAYATI AREA 122! OD L ELEA'.goge.LlNE ot 4O ; STALL • 25' -O" wo 1tua z s s : 4 0 I ASPHALT PAVED ARAE 4 a! iz+-O" SITE PLAN.' ,S PARKI klq D (Scale Vie= 11 If CONSTRUCTION : I. CONTRACTOR SHALL BE RESPONSIBLE FOR PROYIDIt36! ALL WORKS AND MATERIALS 1N CONFORMANCE WITH THE 2003 IBC, AS WELL AS ALL OTHER GOVERNING! CITY, COUNTY AND STATE BUILDING CODES. 2. CONTRACTOR SHALL - SE RESPONSIBLE FOR KEEPING' AREA UNDER CONSTRUCTION SECURE. AND CLEAR OF DIORT AND DEBRIS. 3. CONTRACTOR SHALL SCHEDULE WORK AS MUCH AS POSSIBLE TO AVOID INCONVENIENCES OF EXISTING NEIGIHBORHOOD PROPERTY OWNERS - 4.ThNENSIONS ON DRAWINGS ARE TAKEN TO FACE OF STUD PARTITIONS. 5. CONTRACTOR SHALL VERIFY RdUGIH OPENING REQUIREMENTS FOR ALL FIXTURES AND EQUIPMENTS PRIOR TO INSTALLATION. 6. CONTRACTOR SHALL PROVIDE ALL BLOCKING'S AS REQUIRED FOR HANGING' OR BACKING, OF FIXTURES MID CABINETRY 7. ALL EXTERIOR WALLS AND PLUMBING' WALLS TO BE 2xG AND ALL. OTHER INTERIOR WALLS TO BE 2x4. PROPOSED PROTECT: I. CHANGE O1= OCCUPANCY B TO OCCUPANCY M. 2. 637.5 SQ. FT SRNGiLE LEVEL ADDITION TO EXISTING! DRIVE - iN BANK BUILDING. SITE PLAN : 1. ZONING! : RC 2. SETBACK : FRONT -- 3. LANDSCAPE: FRONT -- 4. ISLAND LANDSCAPE: : PARKINGiS : TOTAL 6. TRASH ENCLOSURE : PUBLIC WORKS : I. SURFACE WATER DRAINAGI PLAN INCLUDED 2. MINIMUM DISTURBANCE IN ROADWAY PAVEMENT, ALL PARKING' s8 DRIVEWAY SURFACE PAVED COXT® 3. DAMAGED CURB SHALL BE FixED . 4. ATTACH THE NEW ROOF DRAIN TO THS EXISTING! ROOF DRAIN. BUILDING! MATERIALS : I. PROVIDE TWO WINDOWS TO THE NORTH , AS O, GLASS INSERTS TO THE ROLL DOORS CsouTria ALL FIXED GIL.ASSES SHALL BE 1.4" THICK TEMPERED. 2. PROVIDE AND INSTALL 2' HIQII -t BRICK VENEER TO THE 14ORTH AND SOUTH ELEVATIONS. 3. EXTERIOR PAINT ON FASCIA SbARD S1 -ALL MATCH THE ExISTIn161 (GIRAY COLOR) 4. ExTER1OR PAIN"' ON T i--it SHALL BE BRICK SROWt! To MATCH THE EXISTING! BRICK WALL. 5 - MURAL SHALL SE PAINTED ON 3 /g" I4DO ATTACH TO THE Ti.-1.1 WALL SURAFACE. S tGNA E �. EXISTING' FREESTANDING! SMN SHALL NOT BE USED 2. NEW SIGN SHALL BE 3'- O" x 1Qr�O"C 30 SI,Z . PT )NORTH ELEYATIO) 3 - 0 " x 6 08 SG •FT /WEST ELEVATI 3 NEW SIAN SHALT. BE MOUNTED ON BRICK WALL, 7' 6" ABOVE GsIRADE r7 FROM I=PROPER V Link BUILDING! ADDRESS TAX ASSESSOR # GiEO AREA AREA OF WORK THIS �•U R1SD ICTION SEWER DISTRICT • WATER DISTRICT : LE& IAJ-. DESCRIPTION.: THAT PORTION OP LOT i BLOCK 4 FIRST ADDITION TO ADAMS HOME TRACTS, ACCORDING! TD PLOT RECORDED IN VOL • 12 OP PLATS, PAGIE 5O IN KING COUNT{ WASHima DESCRIBED AS FOLLOWS BEGIINING! Al A POINT, ON THE WESTERLY LINE .OF SAID LOT I, WHICH IS N 4 ° .36' W 116 -36 FROM THE SOUTHWEST CORNER THEREOF THENCE CONTINJUING, N 4 W 122. TO THE SOVTH MAR GI OF .. I.5O TH STREET CAS NOW ESTABLISHED) THENCE' ALONQI SAID S.MARG'IN S • 8g ° B8r, -_E, . _ . )66 ) :o0' THENCE S I ° .26`. 02" W 122.00' THENCE N B8 ° • 01 5$" W 87.09' TO THE POINT O ' 3> G i Nm 114 . 175 -0" X07 o95 12 6 "(EXISTING1), SECOND FRONT - 12 (EXISTING), SIDE - 1O' -O ", •;REAR -- se 2 SQ.FTTExT) SECOND FRONT -- 400 SQ .FT (EXISTING) 1O SQ.FT /S'T'ALL REQUIRED Fc›R STALLS BEI - 41N7) BUiLDINS ; 1080 SQ.FT (EXISTING) -5 STALL i ADA ACCESSIBLE ( x 20 -0 ") + 3L O WIDE ACCESS PATH 90 STALL. 2 3 (S 6 "X (TW 19' - 0 WAY ") STALL 4 6 5 C $` Gn "x 1G' - -o ") AISLE WIDTH � 4" O T RAFFIC), PARktNG ANGLE -- 8-Q "�C i2' Q ,� $! O„ 2S HIGH CHAIN LINK FENCE WITH GiREEN COLOR diNtjl SCREEN 15006 MILITARY RD S , Tul<WILA 004100 -- 0514 50 - 20 LAND AREA : 10,788 SR. F PERMIT : 2,061.5 SQ.FT AREA OF A"DDITtON : 637.5 SQ.FT TUKWILA VAL. WE tk 125 SEP .� „ 2�� OW Of DATE: Q 3, PUBLIC HYDRANT CTND HOSE OUTLETS y• PUMPER HOSE Coco! ECT(Ol1) SCALE: 1 /i6" ! ( O ff { APPROVED BY: NAS GR OUP GE..NEr AL CONTRACTOR Licensed Insured Bonded SEP 10 2007 R ZAM zA1 PRODUCE MARKET 15006 MILITARY RI7 S, TUKWILA WA '48188 DRAWN BY N•THAHA REVISED 06 - 12 - 07 DRAWING NUMBER 1 - 3 ad- It 2 ExisTING C -13 CB 0 Ex 1ST' Gi C.B 26,54.5o 0 aaammm mawwo 0 a maww . - en MI.WW••• m a'am. m maw• 0 I Slitslei BUILDIIA et.s EX 1ST:1461 STWuCTLIP,S ef-o ••■■1• ,•■■ ■Im• •=,•••••■ •I•1■••••=, 121...A.t4li P.SZAN WMOIErwimpl■n■MW Ww.w is CURB A514A1:7 PAY5D AREA Ex is-ra Roar LINE t"' INCA -- risg ‘,f 0/012 4.1 NEW ROOF LINE 122 00 II iq -t 0. \\\\\ V4.7YE ADA; ACC . .SS1.13 PARkiNGi I 20 0 ADA RAMP 0 ••■■—• 011 0 0 0 I HATCH INDICATES AREA, OF .ADDN THIS P r I a -b :9 2 5 1 - is 00T 075 SITE PL. NN1 ASPI4A1-1 PAV.5D AREA .EX IS ‘22 Extg- ' - i sE ?, 2V ___. - I t, b uILDII4G ki I • TRASH c. f .,‘ !■ ,. 1T r I-OSUIRE. E t t4.61 C. B DA TQ3. ,. J4_O7 I SCALE: I /sit= I'O n APPROVED BY: • •■• a N CO t i ii I I I II I I I I I I I t I I I I it I I I I I I I I I I I t I I I I I I I I I I I I I I I' NAS.AHAGROUP " " hisiininkiaed • SEP 1 0 Z007 ZAM Z AM PRODUCE .MARkET AD.Drrtoa 15006 MILITARY RD , WA CISIS -DRAWN-sylsi-THANA REVISED 06.41. 07 DRAWING NUMBER 2.8 TOILET it ELECTRICAL sToRAG COT- ROOM 1 5 8" 8 20.0 ENTRY 3 2 0 1 - O n LOUNGE TELLERS 12'-o" 6" 5L0" • 8 - 0" 0 13 8" 6" t IL e 6 et EXISTING FLOOR PLAN (scale- vie= 0 8 0 bifY7- 015 •■■••■••••..11.•■•• Z4 ZAK PRODUCE MARkET ADDff 1500G MILITARY RD 5 TUkwILA WA %18S SCALE: /1411 1 i o f APPROVED BY: DATE: 03...14_ 07 I NASAHAGROUP GENERAL Licensed Ins t eci NTRACTO Bonded R • • r SEP 1 0 Z007 •DRAWN BYt4 :r14A,14A • REVISED 06-12-0"7 DRAWING NUMBER a e1■0 w.. WsaW PRODUCE COOLER I21-.0" 1 - ` O, rirArArAmpr.rriicA►r b e'ls w mrm.' 1 .�1�1",maw ►1 i zi L_ BRICK 7 VENEER (EX ISTW 18 X 24 PRIMED ON NO 1000H CtFARPRINi• n it !! 21' 6" E- F A, I` 1 2O 0" ri MAT PREP VINyL FLOOR (N) MOP SINK 9 ! 4- NOTES : 1. Ex !STING! ENCLOSED SPACE HAS FORCED AIR HEATING' AND AIR- CoNDITI- ONINGt• NO ALTERATION To THE EXISTING' HVAC S'ST.EM. 2. NEw ADDITION SHALL NOT BE CONDITIONED, AND SHALL NOT BE 12ECLUIRED FLOOR, WALL, CEILING INSULATION. 141- 6" it SAW (N) FR S TO M uPAtdC4� 3 ! 4 u 8 , o n \20 Ou 41 - wNitaG, O -I to t9 rn All 0 w MEAT PREP TABLE (N) PREP SINK (HE O (N) HAND WASH 3-- COMP SINK O O O 6 ! 6 !! 6'-9" 2 CM U WALL CExIST I-•ID 4 -t2 �r LINE 3 RAMP UP SW PFI 1 :12 - XIT 3 , o " 72!-- 0" BRICk VENEER CNEW) '' �%\'i"'\'\`1'"►1`iiiiiiiiiiii'� 0 I! LANDING (9 4x12 DF #i 9 SIMPSON HOLDOWNS PER DETAIL ON SHEET ##7 IL_ ROLL- UP DOOR 4x9DF *i !, 9' o !' NEW 15/32 PLYWOOD 1N/ $ d NAILS 4"0.0 QN EDGE $ y p FRONT WITH < BRICK VENEER W w N 43 6" 32' 3„ NON - CONDITIONED SPACE /EXISTING DRIVE-up AREA- NEW WALLS ADDED 1)F. # ExISTING' 4 8 ( 10x6 , ) MINIMUM. ROOF FRAMIN MWIMUM M - OCCUPANCY PI'2on u CE AREA TILE FLOOR EXISTN61 COLUMN 4! 1 ." PO T(DF## 1. 6 n II' 6" U a G J a INFILL 2x6 STUD WALL BETWEEN COLUMNS PER DETAIL I (SIM ) ON SHEET 7. SHEATHING w/ 15/32 PLYWOOD W/ Gd NAILS 6" 0.0 EDGE AND 12" d -C FIELD. II ' 0 " 2 # ¢ EPDX G ROOTE TO ExISTINGr 1=OOTfHGn TYPICAL ,... 4X12 DF I. Ii -- NEW ADDITION NON - CONDITIONED SPACE 1✓2OLL -- UP DOOR (TVp OF 3 4x0 DF #1 5 'PROPOSED FLOOR PLAI'J (scale ► / i t o " EXIT SIM f 2 ' Q " 3° 6S NOM DOOR N to N tD O N 3 -0' o c+7 6 w 2 i i J EXIT scALE• 1/4 u I -0 " DATE: 43 - 14_07 WALL. L F 6IEND APPROVED BY: NASANAGROUP GENERAL CONTRACTOR Licensed. Insured p„-ie.ed SEP 10 Z007 V E4STINet WALL. To REMAIN NEW WALL INTERIOR 2x4 Sr EXTERIOR 25(6 g 16 + ' ok L1 GO CEILING MOUNTED EXIT SIGN CHARD WIRED ) I vY WALL MOLt14TFD EXIT 51GN CHARD WIRED) ZAM ZAM PRODUICE MARIE T 15006 MILITARV t1D • S , TUKWILA , WA q81/38. DRAWN BY THA)-1-A REVISED D6_12 - 07 ' DRAWING NUMBER 4 Q SECTION A 21' MOP SINK I HAND WASH 3-COMP. SINK 0 0 0 CHANGtE OF OCCLAPANCy FROM B TO M 6 6" 30 6B N V IA2CR ft l erPj i -0" 9 1 -o " HAND RAIL q , o " ROLL -- UP ID< 4 2! O THREADED ROD THRU CORE DRILLED HOLE O 24" O • C 4 "X4 1/4 THICK FLAT WASHERS sL'► NUTS 0 _t I/2 "x 4 LAG SCREW WI 2" FLAT WASHERS CM - REINFORCED WALL O N 4 , e I! 1 4 " AWNING ATTACHMENT TO EXISTING CMU /BRICK WALL DETAIL -- I (NO SCALE) tp Do i - octS BRICK VENEER METAL FLASHING! 3/4" PLYWOOD 2x4 RUNS THRU ENTIRE LEN GITH OF THE AWNIN 4x0 BLOCKING' (2 PLACES) 2x 0 4 -0 O -C 2x6 @4' —O" - CORRUGATED SHEET METAL ROOF TO MATCH THE NEW ROOF 2x4 BLocKING! a®C,� S. / � B 0 A V% vo °areor ee 4 3 fr �r o z 1j4JQs,T ee o f A w c- ri 257713 9 ‘G°;;;; - I � ® orrrro 'i'L �o�77�dA1 �. 6 1 " AWNING' ATTACHMENT TO NEW 2x6 FRAMED WALL DETAIL... — 2 Co Iv SCALE) SEP I : 200 I ---_. :'j! ZAM ZAM PRODUCE MARKET ADDITION 15006 MILITARY RD 5 , TUKWILA, WA -98188 SCALE: NO SCALE APPROVED BY: DRAWN BY N- THAI4A DATE : 09 — 05— 07 REVISED HA irlaG .:.-- .L CONTRACTOR Licensed Insured Bonded SEP 10 2007 DRAWING NUMBER SO X 2s PRMRED ON NO.10NN a.EARPRIW • EXISTJNG ROc - 3 TAP COMP.' S HINGI LE S �wliiliiAiwliR ■■I n■ wa wll � NN■r lilt ww w>M wr w. Nw Nw 1■1 II11I IwiII I■1 �l■I lrl r■■ ■� ■rII r►. ■rr Mlll 1111 rw■ 1NII IIIN 11111 Ill! 1111 VIII i r_ i � rrE ■Ir ■N■ Nr11 � ww w■I ■I■ !!r ■�N w�i�i� ��wl Nwll*1 LA?' D MG n 1__' 4TRASH ENCLOSURE � 1 J�,i$ ( C HAIN UN FE t3CE_ 1r Vhf rrl -t VttJyj SCR. Po 7TEE PLAZ4TJN WR R UGt A'TF D METAL AWNING TO MATCH THE NEW ROOF -� $RTCR CE) A A A A A A A A A A A A A A A A A A A l A A A A A A A A A A A_ A '- A A A A A A A A A • . T1-..j1 SNEATHINC ON 2x6 HEM FIR'S" STUD FRAMING @ I6'' 0 -C FIAMD RAIL INSERT$ (T�{P 9) IN E a4 ROJ.L -- UP DOOR tTVP 3 NOTES: I. TRASH ENCLOSURE BEs COVERED SOLIDLY WITH V1NYL SCREEN AI+LD PROVIDED W1h POTT t PLANTSCAPIE of t . h1ORTH At3D SOOTH SIDE TO SCREEN - 2 , ENCLOSURE (TR S 4) DO O RS AR E SELF - CLOS ING1 , 3. GI LA$S INSERTS ON ROLL -UP DOORS A 1/¢" T 1 D 4- BRICK VEt LEER 4ALL MATCH TWA I~XIST8 U BRIcKj WALL... 5. EXTEF2IOR PAINT ON FASCIA BOAF2D Sf-1ALL MATCI -} T# Ex1ST[MG� (, EXTERIOR PAtN4T COLDR OF T1. - ii. SHALL F3E B12tCK BROwt3 TD MATCH "7 MURAL SHALL SE PAINTED CAN 3f$" MDO ATTACH TO T j- j WALL SURF4Ct d u T H LAVA t ol-1 NOR 1H EL EVA T ON THE EXIST r [n WALL FACIA Ir war .N i • 111■ ■ _�. ll t IAA ' I—. O Ri 1 l_■ r xx r C l_lr 1�I111t I r ', rr7 � 1 l�1 ■M � 11� 1 �1 ll wwY N�1 �11111l :*1 ■r�Ilrlrrllel w11w11■11�11r1111111r1ww rtlelppselw�la®w 1A_* �.wwrwr�.w..... wr� c. �.......�.....�....�. MURAL . ........,..... �� .�^.�..,..w.....�.��.......,.. - - ___ � rtll�w,1w1111wr■ww�1wl�M rrrr - .. ..1 . 1 Nr NMwI ■ rwrrrl >wa� rrrlilrrrrr�irr�arwt•[ __ .1s �..�I..-- l___ – . r......,.......r �aY1��Ir. ....'�......1.....�...,.�r..... w 1 .■..N..wtn.w.■.rar..w.w -r _■1N T 1Nrl �1 JIUF IIIV iIlI1iIIII,IIIIf — -- ■... s s�wwlwrr Miwrrwrr..�rr�er�rrwnrsi. -- - _ 1x_+�++.� arrw 4 :y iIICIC VENEER OVER _ 'i --11 YO MATCH EXlSTGi 1 1 .I V l -__ _ . �s._L - SPACE t WALL - - MOUt1TED SUS INI~SS Si tV (30 SQ:FT 17' -6" PROM PROPERTY LNE. +: • .Q - .'° a is "a - : :. �• :fi SCALE: )/4 t1 ^ " .,,r, APPROVED BY: DA TE: D3 --14 O 1 rrrl� CHAD LINK FENCE WITH Vfl'?L SCREEN FOR !RASH EI SEP 102007 POTTED PLANTING : TVp 3) ON SOUTH ZAM Z PRODUCE MARKET ADDITION 15006 MILITARY RD - S TUKWILA , VJA $ISS DRAWN 6Y N -T{4A REVI D Q6 -I2 -07 •1 DRAWING NUMBER 2x' DO TOP PLATE LAP DOUBLE TOP PL 46" MIN ¢x$ HEADERS AT EACH ROLL -Up DOOR OPENING! 1 5/32 PLC+ SEIEATH I NGI 8d NAILS 0 -C ON EDGE 6' "O -C 1N FIELD VAPOR BARRIER S iM PSoN$ - STI-}D ro @ EAM C4. FASTENED WITH 26 - 16d SINKER 1 /Z"( 8" ANC -HoR BOLTS 6' -0" D -C AUD WITHIN 12." FROM THE CD RNER 2— #4_ RESAR TOP 2 - tt 4 REBAI 130157/3N1 NAIL1 PER FR M NGYNOTTES I METAL ROOF SCREWS WITH RUBBER WASHERS 2x6 RAFTERS @ 16" .0 WITH TH 3O" OvERHANC�1 . 1111 1 O SIMPSONS Hi AT EVERY RAFTERS CRIPLE STUDS @ SAME SPACING! AS COMMON STUDS , (UN 36" WALk WAY SLOPE AWAY FROM THE 1 OIL.D�G1 IL p 4 .4 12" 1L2 INTER- COVE R!Nei 2x6 P. 1' BOT. PI.ACIE 4 4 A b a ° 000 0 0 0 0{V ooa k 2x6 670DS 16 1 0.O- - ) . ILL SEAL G" 6 e 16 -r--- -s--: - MOISTURE L $ARRII=R • D OOCOb o ao °° 0 ° 0 0 8"8:8 5 0° ° SIMPSONS H1 AT N14111111k. IzC�F —ERY RAFTER$ CORRUGATED SHEET METAL I'4EW ADDITI DETAILS (NO SCALE) SECTION A—A PLYWOOD NAIL 6" O•G SIMPSoNB CC 44 COLUM,I CAPS FASTENED WITH 4 -- I(,d 600-NAILS 6 4 - 1/2 x 5,1 DIAL • B 'L ON BEAMS. 6 - 16 c1 QTAL -?AILS S 2- 1 6 4 X5 " BOL -r ON POST 12 TILE FLOOR OVER 6" SLAB Sn SLAB POURED IN PLACE WIRE MESH A • • ' 4 . - EX ISTTn ASPHALT �i 8 9 g$ o o0po8 O p oo :0 q ote COP So °$00 0 � O dtl song Bggfito° EXIST'CI !r1 RAVEL w t 4 V d • a a t 18" • • 4 - V rte - , �- - -- "� METAL FLASI4INr BETWEEN ExTSTA Z. NEW STRUCTVRE T�FNRA BLOCKING/ W/ d NAILS S!MPSoNS LC la 4-4 FASTENERS; 12 - 16 d GIAL- NAILS S 2 .- 1 /2 GIAL. BaLTS 4 C aLVrV , 1 V .. . ..DETAII_ ( NO SCAL t:O7 095 SIMPSONS CC 44 coLumN CAPS NAIL 2x0 BLOCk!NGr WI SEAM 10d NAIL @ 6" o • G STAGGERED TO EXISTING 2x12 FASCIA 4-x P.T p0ST w e p 606 0 % 9�� . COST- BEAM ATTACHMENT DETAIL (Hp SCALE) SEP a COLUMN ti'AGE POURED IN PLACE N Td MATCH THE I5T'G1 SLAB W1T14 .r 4 -- . ¢ REBAR C]N T 4 -- # 4 RE BAR AT BOTTOM ® .4,s/ 0 ° 4 4- 9 2 X77 ® G �`° G /S 9 ' �OOasaaO° 0 eC t"zemwEs°b ° � FASTENS - 4 -16 d GIa1 • NA-/LS 2. 2 4- 1 /2. x S dal SoLTS GN BEAM 6- I d Graf. NAILS S 4 _ 1/2"x j'1 G o BOLTS ON POST ■ 4 DATE : 03 -14 _ 07 ••• • - I I d n v d 12" 1. RIck-- VErJEER r'U1sIDATIDr4 FRA1II.)G Wf 5IIFA'n-11N6 MoISToRE 13ARIZIER. I• IN AIRSppcE 13gIcK VENEER BRICK T1ES RT•MUp9ILL W/ 5 /e " A -B 32" o -c WEEP HOLES,FLp,SHIN WALk WAN/ ° SLOPE a AWAq c20,4 THE B(31LV6-I 2 #4 ToP4 SOTTOM $RICK LEVELW/ 1-1LInsILL 040 SCALE) DETAIL 1/7 CN0 BRICK @ s1M - r NASAHAGROUP GENERAL CONTRACTOR Licensed Insured Bonded SEP 10 2007 REVISED 7 - S 5 DRAWING NUMBER ZAM ZAM PRODUCE MARKET ADDITION 15006 MILITARY RD . S TUKWILA , WA 98188 SCALE: No SCALE APPROVED SY: DRAWN BY N. THAH 06-12-07