Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit D10-022 - WESTFIELD SOUTHCENTER MALL - SEAFOOD CITY - TENANT IMPROVEMENT
SEAFOOD CITY MARKET 1368 SOUTHCENTER MALL SUITE 100 D10 -022 Cityiif Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1368 SOUTHCENTER MALL TUKW Suite No: Permit Number: D10 -022 Issue Date: 04/16/2010 Permit Expires On: 10/13/2010 Tenant: Name: SEAFOOD CITY - MARKET Address: 1368 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Phone: Contact Person: Name: BILL BEEBE - NADEL ARCHITECTS Address: 1990 S BUNDY DR 4T11 FLOOR , LOS ANGELES CA 90025 Phone: 310 826 -2100 Contractor: Name: TILTON PACIFIC CONST INC Address: 4150 CITRUS AV , ROCKLIN CA 95677 Phone: 916- 630 -7200 Contractor License No: TILTOPC909CP Expiration Date: 02/16/2012 DESCRIPTION OF WORK: GROCERY TENANT IMPROVEMENT Value of Construction: 1,100,000.00 Fees Collected: 186,536.14 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -022 Printed: 04 -16 -2010 City oilTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -022 Issue Date: 04/16/2010 Permit Expires On: 10/13/2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. 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: _ n �{ ( fj Date: 1-`[ � V 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 or e p j • ance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: 174,,..) Le_eu-e.5 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. doc: IBC -10/06 D10 -022 Printed: 04 -16 -2010 Parcel No.: 9202470010 Address: Suite No: Tenant: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS 1368 SOUTHCENTER MALL TUKW SEAFOOD CITY - MARKET Permit Number: Status: Applied Date: Issue Date: D10 -022 ISSUED 01/26/2010 04/16/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: 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. doc: Cond -10/06 D10 -022 Printed: 04 -16 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 16: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18: Special inspection for sprayed fire- resistant materials applied to structural elements and decks is required. Special inspections shall be based on the fire - resistance design as designated in the approved construction documents. 19: 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. 20: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 21: 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. 22: Manufacturers installation instructions shall be available on the job site at the time of inspection. 23: 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. 24: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 25: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 26: 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. 27: ** *FIRE DEPARTMENT CONDITIONS * ** 28: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 29: 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) doc: Cond -10/06 D10 -022 Printed: 04 -16 -2010 • • 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 30: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 31: 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) 32: 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) 33: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 34: 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) 35: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 36: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 37: 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) 38: 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) 39: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 40: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 41: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 42: 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) doc: Cond-10/06 D10 -022 Printed: 04 -16 -2010 • • 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 43: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 44: 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) 45: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 46: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 47: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) (Walk -in coolers /freezers and permanently installed reach -in coolers included.) 48: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 49: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual, or a licensed Fire Protection Engineer (FPE) recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 50: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 51: U.L. central station supervision is required. (City Ordinance #2050) (Sprinkler waterflow to be tied to main mall fire alarm control panel and be appropriately addressed.) 52: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 53: All exterior components of sprinkler systems should be painted SAFETY RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 54: Maintain existing standpipes and hose connections. 55: Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary doc: Cond -10/06 D10 -022 Printed: 04 -16 -2010 • 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 damage. (NFPA 13- 7.6.1.3.2, NFPA 25.5.2.5) 56: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 6.7.4.1, 6.7.4.2) 57: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 58: Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 6.2.8) 59: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 60: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 61: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 62: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 63: Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. 64: Radio repeater equipment is to be re- installed, maintained and tested. A pre -test is to be conducted prior to fire department testing. 65: 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. 66: 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)( Voice evacuation is also required as part of the fire alarm system.) 67: Maintain existing smoke detectors and operations of existing smoke control system. 68: 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) 69: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 70: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate 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) doc: Cond -10/06 D10 -022 Printed: 04 -16 -2010 • 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 71: 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. 72: Doors into electrical control panel rooms shall be marked with a plainly visible and legible sign stating "ELECTRICAL ROOM" or similar approved wording. (IFC 605.3.1) 73: 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. 74: 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) (Post address per approved Westfield standards.) 75: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 76: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 77: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 78: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 79: Identify 182 square feet of recycling area on floor plan inside tenant space. 80: Udpate /revise lighting fixture schedule to show correct east facade fixtures per minor modification submittal and approval. * *continued on next page ** doc: Cond -10/06 D10 -022 Printed: 04 -16 -2010 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Print Name: � Date: '1"-( 6 --( 0 ordinances governing or local laws regulating doc: Cond -10/06 D10 -022 Printed: 04 -16 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hto://www.ci.tukwila.wa.zis Building Permit NO. Mechanical Permit No:;.:: Plumbing/Gas Permit No. Public Works Permit No. Project No. v\p-00-1 (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION FAO Site Address: Site A A Tenant Name:_ op 7 /"/ New Tenant: Yes ❑ ..No Property Owners Name: 6W�f/ -rz-P rr �} Mailing Address: PhD, IxUG,� : i1e as IN4b City King Co Assessor's Tax No.: 9Z '%1;0J �L— Suite Number: Floor: State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: in tL- �1 L Day Telephone: ‘%0 r8�f� jam) DD Mailing Address: /,,O �� 5LNF 1 1/ PP-1 1--1$ 4.1102 `x"19 ��yy�� ^ City eState Zip E -Mail Address: Fege��rr7l%�� e G� /4 Fax Number:2) V - U Zb �Z)J4 2_ GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD —All plans must be wet stamped by Architect of Record Company Name: Mailing Address: ��' UrJp 0- 5 001 �/'e) OD2 � � I' � / City State Zip Day Telephone:0 1 D'98 V-&— 2J 0� Fax Number: �J D'- ate- Contact Person: 15y E -Mail Address: /3/*(151 � 4 P ? e-4M ENGINEER OF RECORD =.All plans must be wet stamped by Engineer of Record Company Name: Nr Mailing Address:___ Contact Person: A4)440' WA1tj E -Mail Address: N City State Zip Day Telephone: 4406-4-18-8 /. B Z Fax Number: t& ib r 446-809 Z' H:Wpplcations\Fonns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doe Revised: 1 -2009 bb U Da CALL �� 6.0 129D) Page 1 of 6 • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ ,44/ 4/3 0a0 Scope of Work (please provide detailed information): Existing Building Valuation: $ Will there be new rack storage? Z...Yes D.. No If yes, a separate permit and plan submittal will be required. 5L) jTr Provide All Building Areas in Square Footage Below PLANNING DIVISION: �° &9 7 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: 171 Sprinklers xic Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Sa ety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fon s- Applications On Line \2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 4,-7.1? 36,33. er�' ��+ 2°d Floor 4-1e/03 �/ , T r 'Mel-- rd 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: �° &9 7 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: 171 Sprinklers xic Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Sa ety ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fon s- Applications On Line \2009 Applications \I-2009 - Permit Application.doc Revised: 1 -2009 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): J£ i%-% Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District Tukwila ❑...Water District #125 ...Water Availability Provided ❑ .. Highline Se er District ..Tukwila ❑ ...Valley View ❑ .. Renton ...Sewer Use Certificate ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System – For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size – 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless – (SAO) ❑ ...Hold Harmless – (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use – Potential Disturbance ❑ -. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation . Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: Applicattons\Porms- Applications On Line \2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh Page 3 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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: Date: ) rZ ` ^v� Print Name: 6). L L � //" A� Day Telephone: ,/t) o - 2 0o Mailing Address: / f / —6, EUN I Pr- LD 9EZ 7 City State Zip Date Application Accepted: 1 Date Application Expires: D"1 tut Ito Staff Initials: H:\Applications\For ms- Applications On Line \2009 Applications \1.2009 - Permit Application.doc Revised: 1 -2009 bb Page 6 of 6 • City of Tukwila yDepartment of Community Development Ltl�_- 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: Address: Suite No: Applicant: 9202470010 1368 SOUTHCENTER MALL TUKW SEAFOOD CITY - MARKET RECEIPT Permit Number: Status: Applied Date: Issue Date: 1)10-022 ISSUED 01/26/2010 04/16/2010 Receipt No.: R10 -01222 Initials: User ID: JEM 1165 Payment Amount: $378.00 Payment Date: 07/01/2010 01:44 PM Balance: $0.00 Payee: ALAN G REEVES TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 86872B ACCOUNT ITEM LIST: Description 378.00 Account Code Current Pmts BUILDING INVESTIGATION 000.322.800 Total: $378.00 378.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 07 -01 -2010 Parcel No.: Address: Suite No: Applicant: r • 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.tulcwila.wa.us 9202470010 1368 SOUTHCENTER MALL TUKW SEAFOOD CITY - MARKET RECEIPT Permit Number: Status: Applied Date: Issue Date: D10 -022 ISSUED 01/26/2010 04/16/2010 Receipt No.: R10 -01208 Initials: User ID: Payee: WER 1655 Payment Amount: $63.00 Payment Date: 06/30/2010 02:27 PM Balance: $0.00 ALAN REEVES TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 00616B ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 06 -30 -2010 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 SET RECEIPT RECEIPT NO: R10 -01141 Initials: WER User ID: 1655 Payee: ALAN G REEVES Payment Date: 06/24/2010 Total Payment: 693.00 SET ID: 0624 SET NAME: SEAFOOD CITY REVISIONS SET TRANSACTIONS: Set Member Amount 378.00 D10 -023 M10 -010 63.00 M10 -011 63.00 PG10 -007 63.00 PG10 -009 63.00 TOTAL: 378.00 PAYMENT RfcFI VED TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA ACCOUNT ITEM LIST: Description TOTAL: 693.00 693.00 Account Code Current Pmts BUILDING INVESTIGATION MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.800 000.322.102.00.0 000.345.830 000.322.103.00.0 378.00 126.00 63.00 126.00 TOTAL: 693 .0 0 Parcel No.: 9202470010 Address: Suite No: Applicant: SEAFOOD CITY - MARKET • 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 1368 SOUTHCENTER MALL TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D10-022 ISSUED 01/26/2010 04/16/2010 Receipt No.: Initials: User ID: Payee: R10 -00703 WER 1655 Payment Amount: $63.00 Payment Date: 04/26/2010 10:31 AM Balance: $0.00 SEAFOOD CITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 1028 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 P ME RECEIVE doc: Receiot -06 Printed: 04 -26 -2010 Cit. of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 20 6- 431 -3665 Web site: hu,,: //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R10 -00653 Initials: JEM Payment Date: 04/16/2010 User ID: 1165 Total Payment: 21,615.65 Payee: DUKWILLA SEAFOOD CITY SUPERMARKET SET ID: 0127 SET NAME: SEAFOOD CITY SET TRANSACTIONS: Set Member Amount D10 -019 1,794.06 D10 -021 3,126.40 D10 -022 8,680.80 D10 -023 1,678.56 EL10 -0053 436.50 EL10 -0055 522.50 EL10 -0056 223.13 EL10 -0057 264.50 EL10 -0058 2,843.40 M10 -009 290.25 M10 -010 388.25 M10 -011 241.25 M10 -012 1,126.05 TOTAL: 1,794.06 TRANSACTION LIST: Type Method Description Amount Payment Check 001027 21,615.65 TOTAL: 21,615.65 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES MECHANICAL - NONRES STATE BUILDING SURCHARGE 000.322.100 15,261.82 000.322.101.00.0 4,245.40 000.345.832.00.0 44.63 000.322.102.00.0 2,045.80 640.237.114 18.00 TOTAL: 21, 615.65 • 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.: 9202470010 Permit Number: D10-022 Address: 1368 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/26/2010 Applicant: SEAFOOD CITY - MARKET Issue Date: Receipt No.: R10 -00652 Initials: WER User ID: 1655 Payment Amount: $172,215.74 Payment Date: 04/16/2010 11:42 AM Balance: $8,680.80 Payee: SEAFOOD CITY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1026 172,215.74 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts TRAFFIC MITIGATION FEES 104.367.120 172,215.74 Total: $172,215.74 doc: Receipt -06 Printed: 04 -16 -2010 CAPY of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: hto://wwwci.tukwila.wa.us SET RECEIPT Copy Reprinted on 01 -26 -2010 at 13:53:51 01/26/2010 RECEIPT NO: R10 -00125 Initials: JEM Payment Date: 01/26/2010 User ID: 1165 Total Payment: 11,575.38 Payee: DUKWILLA SEAFOOD CITY SET ID: 0126A SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D10 -020 2,514.03 D10 -021 2,029.24 D10 -022 5,639.60 EL10 -0055 130.63 EL10 -0058 710.85 M10 -010 97.06 M10 -012 281.51 PG10 -007 39.11 PG10 -008 133.35 TOTAL: 2,514.03 PAYMENT RECEIVED TRANSACTION LIST: Type Method Description Amount Payment Check 1006 11,575.38 TOTAL: 11,575.38 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE PW PLAN REVIEW 000.322.100 000.345.832.00.0 000.345.830 000.322.100 000.345.830 TOTAL: 56.97 841.48 9,176.93 250.00 1,250.00 11,575.38 INSPECTION NO. INSPECTION RECORD Retain a copy with permit (a--0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Project: /`i ` C Type of Inspect : • Addre s: 3� �1�' �G121 Date Called: Special Instructions: Date Wanted: / &m: 715/0010 r< Requester: ( ; 4) Phone No: Approved per applicable codes. 0 Corrections required prior to approval. o' COMMENTS: 70ao Inspector: Date: 7 /0 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 214- INSPECTION NO. INSPECTION RECORD Retain a copy with permit 170VZZ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: C4 Type of Inspe /s,Lio • Address/ 5,e mat Date Called: Special Instructions: Date Wanted:.7/ // jf a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. • COMMENTS: P Inspector: Date�� / ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspectiq a must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .CPUIl. - ,=6s-- :4c llS.0 -3ssa INSPECTION NO. INSPECTION RECORD Retain a copy with permit , �u b/a -0ZZ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: r/90 CY, 'it/ Type of Inspection: % /../A ! , Address: / 36e s9/( Date Called: Special Instructions: 1 Date Wanted: 7 -/5 -/0 a.m. Requester: Phone No: 9/4 _ 6)/2 —02)S ElApproved per applicable codes. ® Corrections required prior to approval. COMMENTS: 4)/0S f (0 am C+ ;odd ° 045- ep r"1.47--- "-- r -ina/»h►t.' •• t� A)•.( - t4JOV' - ,t/avl/1 , ,, e4 r1.-,.- 45 i:144 A 64 ,241 _ J - -e ) fN.�jt1 , , — ,� � L, �- 1� / /'i ' /hYVlC V/ . .4iiailf, !s 4 /(S . ?AP le /r.!(, �.- //9r I '1 ('8/#iC 1r v /3tq �h r0.a t ( t./ b Kid-VS-it), v71'. 00 d " i cV% V 7 1 (6'Y;./(:/ 77 i . - (.'4 5-:,- ,7/2e\17 S b ✓ 5,°,1.1r v>,/ ,41117 t/J .eAr /' r -if ? Al . / t/S- %,q / 4 '7,..) 14 /e /'J5 - /7/ v 9 ( 1 ' ,/- : /6.4,4, Ns. ( A.1 L6) ` C/) / cce £IJ I2,-,-- /-'Ad a l /Pf-t v-r /sue ►;s i, Date: �0 0 REINSPECTION FEE RiUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I, • I`1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a' copy with permit Dig _022 PERMIT NO. (206)431 -3670 Proj fl, G; Type of Inspection: '7 �UA`4G a Address: ' (9 � C M Date Called: Special Instructions: Date Wanted: a.m. • .i Requester: 9o: Phon / (o - g-iZ - Oil S 6,6b� I pproved per appl.. MMENTS: le codes. E1 Corrections required prior to approval. Inspector: Date o 7 � a ea/0 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: /8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. o2Z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ..Seicxfvo(f (7;7/y Type of Inspectiorj: Pre F-//V 4 / . 44 Ai is Ar'd Ro✓r8 -4 f- -S7,9 7,1F r. Address: /.36.6 StiIho,N {Pr /VA Datf Called: // A- / /A0ti.rPr.v -7 r /1/614 XS A 61 f/ € e S r/,t/6 eW 77Af9Arc/ 7? e ' 9)u i`ra<i ns - Special Instructions: Date Wanted: 6 - 2 /D a.m. P.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. 1 COMMENTS: p 4- ( 0 (YR i/ "4 Ne y do r ,S'PAvrocei ' Yr A Pki . 44 Ai is Ar'd Ro✓r8 -4 f- -S7,9 7,1F r. 7 9Win/ G. 1-r /dc)st S 6i✓L.. 5 r° J f°•,S ( /' ,q .42teerti F" 4)t/e( A- / /A0ti.rPr.v -7 r /1/614 XS A 61 f/ € e S r/,t/6 eW 77Af9Arc/ 7? e ' 9)u i`ra<i ns - 441C/ !/ d / i oAJ 1 / /92, /.- ,-sr,vA /v i 1/ —be/',r . ; .' to, 4 ev& 77//,•9N ric, A 1/0 /, -.S7/ fi / ".% Ais er . ;./ ? cl j6/1/e S 2 Date: —a5T —QC) 60.00 REINSPECTION FEE R QUIRED. Poor to inspection, fee must be paid at 6300 Southcenter Blvd Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION r-w 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit .DIO-022- PERMIT NO. Prole$z. %% / Type of Inspection: Address: /3(' 6 sc7 /NA // Date Called: Special Instructions: Date Wanted: 6, -2y —/0 a.m. p.m. Requester: zr hfi— LrA/PC., Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p / /%S ?r5`JL /dc a %�i�/9 .- ig pfeVe-- � Fi2ictal /iv 67 r Pp flit/toe' -- 'aprd✓PCl „._v_...-2-yeo8 f17 r1°7/ c.v0C7 L / zr hfi— LrA/PC., Date: -2 '( —iv 0 REINSPECTION FE REQUIRE . Prior to inspection, fee must be d at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. R ceipt No.: 1Date: 1G INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: __5f4 'f>� 1. T y Type of Inspection: ^sue , se,vo y Z4s ,' d p Address: Date Called: Special Instructions: Date Wanted: a.m. 6- 23 -""r 0 p.m. Requester: Phone No: • Approved per applicable codes. Corrections required prior to approval. 2 COMMENTS: J /14,>ti s-411,-..,../ / f iL - 4,4(Z,yti7 G4-4'6-74 ‘5-169• /cdett - .��r 44'c- /.&''.iK; s. aaR,t/fe ,�. .N T^ - J', • J . c f PA, IT s/�4.) - 41 // "A/r R4,✓gt, Y' nspe Date: -- z — Ili $6!.00 REINSPECTION F E REQUtf2ED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 0/0-022, /5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project.— C)— ce_>43 4 Type of Inspection: / 5 s Address: 13(.0 g .S(f 14 1.14 l / Date Called: 1;-,7,...::) ' rf,f{,.A... /3 .? /% . Special Instructions: i Date Wanted: ix_ a.m. Requester: r Phone No. / ( -O� 30 -r72 Approved per applicable codes. Corrections required prior to approval...::—.) COMMENTS: 4. /,,LPG/ (/..) S,.s,MA-6$ //4,'/,' - ,-1 � S'�� oaf If) s1) /,,, /L avV' 1;-,7,...::) ' rf,f{,.A... /3 .? /% . y 49 pOl/ltf i r tl specto 164.44••7 % Date: G -/29- f v 0 REINSPECTION FE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION k- 12- 6 3 0 0 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 / Project: AZ 4. Type of Inspection: / rl' / .Ir _5',Oy ®/ 4Acl/ / —4 .4./#o".., Y/ f .O Address: Date Called: Special Instructions: Date Wante : &v /l•442 a.m. p.m. Requester: Phone No: ❑ Approved per applicable codes. ®.Corrections required prior to approval. C OMMENTS:: / rl' / .Ir _5',Oy ®/ 4Acl/ / —4 .4./#o".., Y/ f .O ✓/ /,04 ,7'/) amol3vl2 1l /.57- rro,,/4 -^/ Bi G/!9// \ 7-1 Date: / /o /U 0 REINSPECTION FLEE REQUI D. Prior to inspection, fee must be p at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ....__.....l.A_- - _ - - - _- .3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188! (206)431 -3670 Project: ..._3-e°,9 if-00 .1) <7/ y Type of Inspection: F/ ?7347/A/6 Address: /J2.9 // Date Called: Special Instructions: ' M Date Wanted: • 'rasp? Co // .5 I/O p.m. Requester: 7 /G- 0/Z —O? 5" Phone No: 9W-7-' (0- 6 .U- •71!) (3 Approved per applicable codes. Corrections required prior to approval.' COMMENTS: i ait S6 ..),141./ .2/ alb' .2 6 / //ve ¢'.v lit '4 .40 " /,r,d Gv -.5/sew..., '9—Tl -- MI • .--;16--/ (.516,61- /5rca,4 57 /.-:-/ — '!1,, ``% ..S'5- y011 -74d. 494; / nspect 7, / Date: G/.) /•d 1.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be •aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION re- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 b /D- 022. Project s�'fj.�vcr�% �i11), Type of Inspection: F'i *1/941! /A) 6 /0 /71"/ IVO 4.0.0•S t{'4- 13- t".4n0.22 Addr /56v m7'/ Date Called: _ SI i .7 Pg1,rft•r 4/. f- — ; Pd/9e , -.C_ 4 f�.•ot Special Instructions: Date Wanted: 6, `/ /` /v m., Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 6b4 I2IIt#1 41z) 4' /0 /71"/ IVO 4.0.0•S t{'4- 13- t".4n0.22 Lan'4 ,0 / Rsd,s fj4//ty ,,,, k•,► S .S ^.S'A•frf•.r' jL i:1 r s /411,/,‘ 4.1r /eai:rag i — ,41-f/9vE/G / c (SI"' 41°/a4,0 _ SI i .7 Pg1,rft•r 4/. f- — ; Pd/9e , -.C_ 4 f�.•ot Ins p or: i / -it) 60.00 REINSPEC \ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 South enter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD A , Retain a copy with permit O14 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project' J /� �r l Type of Inspection: C& '- Address: 1 3 (o. SLR Date Called: Special Instructions: Date Wanted: ld a.m., Requester: Phone 5 1(0 _ (L�� i Z -02 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: #01&41 eiAvi - 7ZGc/d - -440"4%61 Date' 6 C) 0 REINSPECTION F REQUIRED. Prior to inspection, fee must be at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. R ipt No.: 'Date: • 'I. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a1) INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project: 5C A. c006k Q, t k L( Type of Inspection: 1 =1z A vv, , 'IQ c, Address: 1308 nil rA ll Date Called: Special Instructions: Date Wanted: c0 _ y- 1(� a:m .m. Requester: • Phone No: qr (0 — 5'iz- oats ElApproved per applicable codes. COi4th- ctions required prior to approval. COMMENTS: A , J F-4/50 (7/i u»S n� Date: 6 -e/ --/a, N EER 60.00 REINSPECT! REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Vt= 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: /. 0 Type of I ection: P Address: I —MIA' S( .fit Al Date Called: ` Special Instructions: Date Wanted: m. Co -3 —(J m. Requester: Phone No: q(6 (43U rl2ad ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS./44 . a 7 to /2,5 0 2, /4 its oro t P, la f/k e .4, s `J ,c2g9.- /2. S S.-r h,5/,-,,,,,/ ?' 4r*► _5;7 — 1 / Inspec lH Dat —3 —/p p.00 REINSPECTION UEE REQ D. Prior to inspection, fee must be id at.6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: '(Date: d INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CaA f p -022 Proje jj eAil) Type of I pection: Address: 13(.4 5. )- -IA-II Date Called: Special Instructions: ' a s J ( fres--e la Q c._ , A pie. -. AM J 1446A Date Wanted:. -2-F-10 a.m. m. Requester: Phone ig : sr2 - 02-1S 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 50 rF ' fry "l ry • u —7 9ueed A'rc 1. L(•ee :- • 2 � fr (n g' /2 573 co )(3 P4 71-! 4, ptd v 6A s�,la. L-p - ( j j 41 C- n ..d -e Gke,f d eA e•� 2 nif 51-r- 4 . /A J' ^ ,e, di Pe, L A^ '''11 -./a &3..ilkrei\ dry . -.0 ce- 7---b ( J •-er id {jr; rS ik loc«° i— r,r _ 67 .* 5 . ; A Inspecto : . Date: s - 2 6— cJ 1=1$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: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit L49PERMIT NO. yy (206)431 -3670 Project: n ce 4160 d' L P y Type of Inwelction: i. ,� 1/' Q xi , it 4, Address: 136 R._ AA ' Date Called: Special Instructions: /e/d f . • _Z-7C /gerth".44 /S k',4,,.., ',(�� ' S. Date Wanted....- - .„ 10 p.m. Requester: Phone No: ((a- Si2 — °ItS LIApproved per applicable codes. E] Corrections required prior to approval. COMMENTS: 70 A�/ .5394/0d� // /ea - 4L,'4 C- €11ft //S /--'Jj //4 'c-'. /e/d f . • _Z-7C /gerth".44 /S k',4,,.., ',(�� ' S. rid, s -e. ( Jo � /�.vk ���,ls1,17 ?la* jj.k /24 4,47 //s Gv;/ „..,,,,-/ id be isafrt• a Date: 4 -2S -' /D V' .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 1 (206)431 -3670 Project: /)/rA46,; /5 "gr14, � — ,SL/- Aier-4 M Z) Type of In pection: Address: i 3 (OW SC A4 i Date Ca led: / Special Instructions: • Aid-) /4/571/01-/Pct Date Wanted: ^ a.m. Requester: Phone o: 1( —felt '30 ii 0 Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: /)/rA46,; /5 "gr14, � — ,SL/- Aier-4 M Z) a%6Si/:3 4 S 710 : 7ase,0 7-0 ?/.9s-r-/0 A / / ;of "r1/�%e.r .. jithrriJvs /a 4510*-5ert.-- /s : o /74•1°4 ;0.1 "/. s,4- /tN,4"" s,(f # 4,09//, r re O / 71ei/ 4 ® /A0) / R7 -' (1/;4i ",f�J Ju/Phz/Srs --rr,.-7 Aid-) /4/571/01-/Pct / A X60.00 REINSPECTION�FEE RE f UIRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 INSP CTION NO. INSPECTION RECORD Retain a copy with permit Duo -0221 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prot: Type of nspection:1 ( \ 4 J ( ' . / S0-S'(\ k ANA LV Address: 13(aS 5C MA-(t Date Called: 9P04400k kb Y°'e cot-( \ re i4 Special Instructions: Date Wanted: �7 ,, S- 4I _ i0 rya '. p.m. Requester: Phone No: 91(p- 03' ON -S ElApproved per applicable codes. ElCorrections requited prior to approval. l COMMENTS: S /A. ( \ 4 J ( ' . / S0-S'(\ k ANA LV A (Lf A S - o pve.4eC -co./ /-(S-toe IN.. 9P04400k kb Y°'e cot-( \ re i4 .2) No D a-1 • S ■f C \e ✓ ( s� �I. .:ti1 ■ I CT : - - d C 6e$$ � PVT .-CD Ae;.\ . _ Nkee) —20- (0 R Er 25 IR ' A 1 0.00 REINSPECTION FEE REDUI ED. Prior to inspection, fee must be aid at 6300 ►$outhcenter Blvd., Sul a 100. Call to schedule reinspection. Dam_ Receipt No.: Date: 4 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 ova -0z24 Projec : .�� d k C 'Ty Type of Inspection: rr a. G Address: 13 (aY SC MA- /( Date Called: Special Instructions: Qom'` `S 2 5 Or; Ao/ 34/sr-La ,1 2/5-r3 Date Wanted: s Vim. —/ 4 p.m. 1 qtr, scffLJ A A r wirfq 4 S' 4te G43,-kt-r6. c_ r ; n d-► 4. A--T-E4 -714..e y phone No qao— 13—a «S Approved per applicable codes. Corrections required prior to approval. . . COMMENTS: of Fiats •, 't 6 c 6 ,, 4.1 vs .5...gi! S lJ&ea< $7A i1 8-141' g-A` -/ y #7 , Brig Gt' : 0 s.l . A- r 0 i0 50 (11t-c- 1-1 1 /14 e,r-7- em ci9 SPAVeui0 4 QJ` VELD �,oA (/ /t V 4 44 .4! el ,' A S vl_ (.vf7,x. 1 u 2 bo 6 "l& ( c ,,she„ .4, „, •'f Awe Aa., E',%tI I f,rdl, €.,l q (u; I eA-6s for 32'' 1 qtr, scffLJ A A r wirfq 4 S' 4te G43,-kt-r6. c_ r ; n d-► 4. A--T-E4 -714..e y r`f7,t.. IAJvu(A 6 „ G / o /1Sf4.1 !xa.Ai 1 ' 1t/- Jb 2P /kirk r -r &f/,il..' RP(It/;lMEe M% 0N-a, 0 n, grA art, - AmT,- k.,AIl rot. g(—, J1 r, F..re rdJ 1 vim/' C.4) al A A. ..5 1t ,-o - elf u'. r7` A4A Date: ❑ $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: v 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Se4 f d� c Type of I f7 et , fd (t AA. 4 041,E .te- 3 Address ( g 56� `( ''R Date Called: _,(-3, 4/ e e r A i r / P 41 / 4)01,h- ••,v _ # 1 _ / c / _ / .� —11r y..J k /o,- 74A/,'.-- - 4./1,01 Special Instructions: Date Wanted: ,� 5 - (4 - f 0 a, p.m. Requester: Phon o: ❑ Approved per applicable codes. ® Corrections required prior to approval. COMMENTS: / f.•f sJ %71- / ivi // ,17 ( (7,er, / 4A045 - n,.42 hi 41.4 4 /re/ rat9•.1/ sF '" �/ 041,E .te- 3 /e9.7 ST2 — .Z v f)rvc. S 4 r,tn,.✓ 44f1. j J ,p,-,,..,....-- .5--6iI (k)Piefi r),,e* )44/,?-01,-/ _,(-3, 4/ e e r A i r / P 41 / 4)01,h- ••,v _ # 1 _ / c / _ / .� —11r y..J k /o,- 74A/,'.-- - 4./1,01 pe o Date _ 0.00 REINSPECTIO FEE REQ RED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No.: Date: INSPECTIO CITY O PECTION RECORD etain a copy with permit eceo KWILA BUILDING DIVISION 6, 0! 4 hcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. f'• (206)431 -3670 Mired: Type ofyyp�spec ion: , 1 A ! r3 Gog S ! ktf'11 C_ Date Called: Speciaal Instructions: Date Wanted: S ,g '' i' `"► . . 40 p.m Requester: Phone No: (22-1-5- 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: k j2AlAy'J on, ¢,_ Date: .00 REINSPECTION FE REQU,NtED. Prior to inspection, fee must be id at 6300 Southcenter Bl d., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: IN P TION RECORD 10,-6 Z n a copy with permit INSPECTION NO. s } PERMIT N CITY OF TUIE< ,• ILA BUILDING DIVISION g' 6300 South r d., #100, Tukwila, WA 98188 (206)431 -3670 Project: � 4 4 . C ,r7y 11-1C4-re4 IXpe of In pectim f-04i \ c A 6-' Adtfre sc DateCalled:?fe __c.a.& Special Instructions: 04o313 - °()' Date Wanted: /`.mom S--.1 --10 P.m. Requester: Phone No: co _ iZ -vZ >s-. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: . 14 r 6 J P - r-r) C 1Th LP.5 . S pe 4 T-,--\ s pe.2N f S Fvr- Ei o 2e - ,cJrCrst � Qe_I. e c .; 1 r . +M A t Ins t ector: Dater 3 El $60.00 REINSPECTION FEE R OUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: a. ..d.4143.1.1.1.11KOWILou..entuem.seaft.16nMemael- 1.111.1.11.11',1,1.1.1 • INSPECTION RECORD Retain a copy with permit i!0- s- 649 PERMITNUMBERs... • CITY OF TUKWILA FIRE .DEPARTMENT. 444 Andover Park East, Tukwila, Wa. 98188 INSPECTION NUMBER \- 206 - 575 -4407 Project: Se A, ON 61 , • Type of Inspection: 5f c ou- Fire Alarm: Address: � 8 s. c . y Suite #: c - Conta r Person: 1� 1.e e ve S • Special Instructions :..-•••• Permits: , Phone No.: . 946- 3i _- 001/5---- Occupancy Type: Approved per applicable code's. Corrections required prior to approval. COMMENTS: Coa-titi ,/ €© ep N-ex evoAt r r Needs Shift Inspection ; , • Sprinklers: ' Fire Alarm: .. • Hood & Duct: Monitor: Hrs.: Pre-Fire: Permits: , � Occupancy Type: Inspector: , • „ .. • • I Date: 43 to. • Hrs.: S' P $80.00 REINSPECTION FEE.'REQUIRED. You will receive an invoice from the City of Tukwila Finance Department.. Call.to schedule a reinspection. • Word /Inspection Record Form.Doc ., 1/13/06 T.F.D. Form F.P. 113 B "Ng. e '! INSPECTION NUMBER INSPECT/ON .RECORD Fetain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE•DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407. Project: c &CJ Ci Li Sprinklers: 4 Type offInspectio : ,+ r< 4 ‘,0,.1 v Address: 1244 4 SG . IAA Suite #: II - Contact Person: On "Atli-. '' Je 5 Special Instructions: • Permits: Phone No.: ,A Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: cite coed G��... eco,eriic iovnsf 400Y,114.44A-fr- 1,10c tam., G sl -'✓+f2 41/4 14 „ e) a/ lot .& so), ruD. A p,,titin/c.,at.g. Jo c. t._ 'Are dew h 40-6/i &Q w ' L *.,. a Q� 4 Needs Shift Inspection: q Sprinklers: 4 40511 Fire Alarm: Hood & Duct: • Hrs:: --1 • Cp Monitor: to“,,-.94`0‘,.- _ Pre- Fire: Permits: Occupancy Type: IAA Inspector. .... t 40511 I Date: / • Hrs:: --1 • Cp . n $80.00 REINSPE ON FEE REQUIRED.' You will receive an invoice from the City of Tukwila Finance. Department: Gail to schedule. reinspection. 4. Word /Inspectio "n Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 •" • • •D INSPE 10 MBER INSPECTIOICRECORD Retain a copy-with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT, .0., • 444 Andover Park East. Tukwila. Wa. 98188 206-575-4407 Project: . Type of Inspection: \.) Address: 1-3 s c, . wkal Suite #: Con tact Person: e5vo 4 44.5 jL Special Instructions: - Phone No.: . • Approved per applicable codes. nCorrections required prior to approval. COMMENTS: - •.... .• - . Hood & Duct: . • Monitor: • Pre-Fire: Permits: _ . Occupancy Type: 04 le, < o 4 ei e b ot, .4... ,...... 6.. ..... 4,„, e 5ert,tA".. 4./ do" .-41,1; he.42 1 T Die y 0 7.6 it y0 / . ... _. . 7- 1 tA 19M ; 1 •: • .% . , _ . .. • Needs Shift Inspection: - Sprinklers: .• - Fire Alarm: Hood & Duct: . • Monitor: • Pre-Fire: Permits: _ . Occupancy Type: • Inspector:'-Q/ , . ..p.-00,1 fi Date: -.1.::.1 -4.. [ . (1:4 • • Fi • rs:: • I I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department:Call to schedule a reinspection. .7.Word/Inspedion Record Form.Doc 1/13/06 T.F.6!Form F.P. 113 INSPECTION NUMBER - WriVei . INSPECTION RECORD. Retain a copy with permit •••. • .• . Oa— a Zik 076'nnqf PARer7 PERMIT NUMBERS CITYOF TUKWILAFIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206-575-4407 Project: 5 „ 1QJ , r 14-1 Type of Inspection: ry+41/1.0640,..- 47„,/1 Fire Alarm: . Address: / Suite #: 5 . wite,// Contact Person: A la v /2--ce40 5 r/'c • Special Instructions: ,/,(-7 pe,y,44 , 4 .1 ,b/ 0 -07 Phone No.: 5,4_ 6 ;0...7 z 06 • • riApproved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: . Hood & Duct: Monitor: Pre-Fire: Permits: .....' ,/,(-7 pe,y,44 , 4 .1 ,b/ 0 -07 3 /0-5-06 7 / i'f.-. a -01:e e.,.k.0_44 401 ;CA (0 Ise f k-e tAA.,5t ane / : WV,* 14.../. (oNitze i 47 D 7 piAlcwo,c. i0-0 / Uttillivi-o & Li IS/e),Oltr — - — - - —*my"- IC -1-4 iv ;,‘ 0 tc.:' oz./ - - • - - - . --- . --- - _ _ .._ .. __ _ . . -)g- /100,30 9ft i).(1. ,-1A 1,,,le 1. ,,e . 5_ .> hi) "04, I 4 4,. 44/ ... / //, Needs Shift Inspection: Sprinklers: Fire Alarm: . Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: • • • • Inspecto : , I \ • . • ..1A,t.epi ... - ate: G hey ii a Hrs.: n $80.00 RCTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 . • • ' " S. T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT' NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: (200, pooh C. Type of Inspection: 7C i) w Address: 11611 Suite #: 5 G w'x 1! Contact Person: Aldo r 0 \Ir5 Special Instructions: 1 sk Phone No.: 9'I0- gl2 -om5 nApproved per applicable codes. • n Corrections required prior to approval. COMMENTS: Sprinklers: __ Fire Alarm: w r i2E Gr,nIlk1. 146-r c 1...A./01, th A..... Pre -Fire: • Ile A b'"�,s DV C4 rook fV� e d+ •,Psiadi P'- ,Sid/ /4 44 1 sk ._ g -i,,,0. 0J_ -I -v 411 $1,04ed .- _aQ -r,r0 • A4.4A . j —Ar1 riCa Sao e_q IA :Pcry ^4. ? (epe_.. otosta Ns to Nva el — Ab:t13, 69 1.e4-144, Coq- .5.0Q-c.a c-47 Needs Shift Inspection: . Sprinklers: __ Fire Alarm: Hood & Duct: Monitor: 1...A./01, th A..... Pre -Fire: • Permits: Occupancy Type: Inspector: . - : . .. Date: 'HO.: / Y n $80.00 REINS CTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D.;Form F.P: 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 'S-‘)\C —on k o —5- OCR`{ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT ver Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: L {j/� jJj j Type of /Inspection: .„, ✓Person: Address: ,qtr, Suite #: Sc. � g Alf Contact 0-16,1 t)* `�'t,� \aC4, --., ,� 1'15 Special Instructions: Occupancy Type: Phone No.: 1/7 C--- 53/ - o/ d7_ -7 ,_ zit Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: C ` ' e if 1 E�Y s1 tx j for ` c. o ° c C l -No f le.... (A c.) cal / ") b� /7 /ie of ,' f -f:N, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f' ,-.- -- ILA__ - Date: (47 If o Hrs.: / . 0 Ot $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the i of Tukwila Finance Department. Call to schedule a reinspection. ty p Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i� I ©2Z jn -F -09 9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa 98188 206 57 Project: �P� i c.d. , C,a � Type - 5 -4407 ype of Inspection: i 2 E ALA/2W ,� ( N .h l_. Address: i 3 (,) q Suite #: �c ,�, j Contact Person: /4 Special Instructions: Permits: Phone No.: 2 °_62z_G, -y -- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprin ers: \(( Fire Alarm: �� Hood & Duct: - E. O L - © t_ Monitor: &mire-(, L,, Pre -Fire: Permits: - coc u i hki;(e6 -04- Occupancy Type: - . a l 5; ' ('A4, ()w _ o(t. - 4L!/ L., - oL. Nre loa 2 - O lc_ ,1_., 4 vk+dc,. e +►a c - (VAc 'I1- dr,L..,, AL. --- 14 , k•c l,,,t . coci c,r Qua 5--- O it. - 9V,I,A le de.), u v,o, 9. - o,. - t ., 6 1 freV, ee 1 ii. — j51 Be ub«' I 11006-( Sys /rte b", b/ IC VIP lit 5i,j , •■■36 er264o. 3 CTJ L,f VL -VAC ) n„\ o� k f�uol P 5 i d It / ■ _._ hi - 07 tf t"�+,+c, i-e5 d .)11.,,,Q (b Needs Shift Inpection: Sprin ers: \(( Fire Alarm: �� Hood & Duct: Monitor: &mire-(, L,, Pre -Fire: Permits: Occupancy Type: $80.00 REINSS!ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. the Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I�►� -ozz lo + cr PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575- Project: / SCa (Odd c 1 I i Type of Inspection: �'" r` i ez /i /o v wt Fire Alarm: Address: i 3 ic, Suite #: . vi,,... 11 Contact Person: It ya. L0ut +v' eo, _ toc E., Special Instructions: S 1-tobe5 44 v,c - o4._ Phone No.: - O6 — S F(1 —,/ ' ? d V,,.,Y+Ac t er- 5 t 5 6 k- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: o/- - c14,- Monitor: - f eel ,M !Zri doc.ut,, _ ok.. Occupancy Type: - S 1-tobe5 44 v,c - o4._ - V,,.,Y+Ac t er- 5 t 5 6 k- - r,r.e 64 cam✓' r,iuci... ze t 016 c...../ c0 oo✓ CIoS;A _ . `ilia iGt LA G. t'Y' o% w/ 514.1oLa. • f 4 c Y, f 0e,.w, 6 to-e co-, Pie 1...A p- ,'tor- Fi.4 f,IJ //\ L1 0 C re 5 rZ } N€ Si.. ai c 6_ cry dl �..Q Arr. 6,6 > Z j A (9d ytoottL 550, 0009 C`-7 (-7 e C,.. e Aftw 04 e-4.) . 17 u lie 4, Pig Vii- tA. c n pi a (l2 D (1a4e , n1� 73+ Dir�P e ►f , �c.i,�., a�./���� ,,„:4 r) �c• o_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ®_-- , Date :Inspector :Date: � 0 Hrs.: 3 0 Hrs.: 3 . C V l I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t Ci ty of Tukwila Finance Department. Call to schedule a r e in spect►on. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ec- f. V l I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t Ci ty of Tukwila Finance Department. Call to schedule a r e in spect►on. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 ec- f. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - 0-6`? t$.__..6zz PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: c•oock C ,- Type of Inspection: r ^ �� y I / yCl 14) Address: i 368 , ,.,, Suite #: Contact Person: 61 ep62 1 Special Instructions: Phone No.: LI? s-- 73 6 -142.1 y Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: 14 yo(vb c le..., 0v:, ' (oh lio CV- SG e'v' Q � 4cLvo 4,4`.., 7I //c) 7f 2 7 5— 7Ss {-t /GJ`va ` En of 1300 7 72-5- ps i i:,r. 1..,..,, Ce, vc}.,_ Dk iur� Colo Urn ;� ` r • III 14, r,,,, Q..- - if/ ; A, (Le c, --e4 .\A.1--,, NcP e9 �i ., V �lni 5rr`nits, (avt',,,,trx' ,6,0,._ o- e o. ( a a at, ,\.,,5 cl0 t tL. .°74r,,. 'I)L )Oc4; t7jV,t. `t... (2,oe.1 J ---- 0,...v2,..- VCP_.y,cv ao� � a ; `., 4 ; 1• c- l.�. -.. W a o�,^, .' .. .�', `.t i,G ( o I �- ,ei�tGc G,rn1•,c_s a4- 42.,Ser Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: rrvvv5— Date: H ' 5 rs.. $80.00 REI 'SPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit LJU- 022 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575- 0,f„ Project: sew. _co ad G; 4 ,i Type of Inspection: . /7 Cu c„l , C 6.-;,----7,,,, A ,1 Address: 13 6 e 5 , Suite #: j cv C. /11466. Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0) a/1 -if, ca t, 4/1- i-A,i5 /cr 04- �rZTtii 6 / / /` /0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 3 Date: '/1, %f p Mrs.: / $80.00 REINSPECTION FEE REQUIRED. You will keceive an invoice from 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /o S - o 9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: (`� : Sprinklers: Inction: Type of Inspection: C Address: 136s Suite #: /1,v, t_ L Contact, Person A /64-.1 ,e ,e ve Special Instructions: Phone No.: `7 (.6 — .R Id--- (9`1 / s I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i,I al 0( 'Ay ce d --r- r - A o) s( p% 5 �!1 h r S%‘ �, 5� ; ( r ye, A dal' Tree S -cv I/ //AI', 1 I -Cr Coo, (la y (-, o ,a.- -r?, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f� 4- Date: 67-7//n Hrs.: IJ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /0- S - 069 b70 Rc2. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575- Pr 'ect: •1 Un .cry %(1 C M Sprinklers: Type of Inspection: v j C_‹,) 0 % Address: Suite #: /3' (D oui .cQri)- &IAe L Contact Person; / ,4 4) !<e. a e 2 Special Instructions: , e r ■ ;J . t) Al t A- y s r, -t -kJ evy pfrItt Phone No.: c ((4 -, 00- - 0 c,a ( j--- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , e r ■ ;J . t) Al t A- y s r, -t -kJ evy pfrItt -t-t Ct o-e.,r AQe. o AP-12e d ep,,,,_) S P -Pr 4Ns w, 0 e tJ)e„ Ik)-( L 4k 12 el e...--- ~ h am K.e s /, A-le; , ) , r (-0.-A-4?" , r,-`j Pe 4, ; e. A ,)ra Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /,-ti Date: 5- /a1 9/;0 'l rs.. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 5, INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /o- S - 06q Dfo- aa� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 U�- Project: r� Sep, ti,J C1 Type of Inspection: 5 eiefz Address: 1369 Suite #: so AL $. kr r 1A- 4-4- Contact Person: / jArt,1 _e Ve c' Special Instructions: Occupancy Type: Phone No.: of l - e-g/A - c'15`---- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: OK -1-0 CO(/e2... A- /04.4- e 0 i-i pi,ip i! i: A."1)1 [ p ' /i9 &. tlJ ►R Permits: Occupancy Type: 1 S -ttrsp S fu 0.610 A ;&) h ev -so y S (t/i's c „,,t t oK o c- r— ) Ned cg ” "C SPkc C., b- Q.afti {,rA m, r Sr iti.eA 41 -7J, -O(...f J'l A1- . aO Cc.(r 1 Qi01,,ett () :,.% IV b+ 0 "3 A ai_ st,.Q..4 . G. C . -1 If-k e.._s ( -e p,,),,./,;;\91 i 1,-,q f A /-k* ;,j t v ■ S A A . 1 Ca' ?.. 4e O.+..., V t f i", C 12 ., i 1414' t 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - Date: Sf // 7//6 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 7 aza1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 21, 2010 Seafood City Supermarket 2883 Surveyor Street Pomona, CA 91768 RE: Final Letter Seafood City 2800 Southcenter Mall Tukwila, WA To Whom It May Concern: KA No. 066 -10086 Permit No. M10 -012 D10-021 D10 -019 DI 0 =022 D10-023 M10 -010 M10-009 M10-019 D10 -039 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete • Structural Steel e Grease Duct Inspection ® Proprietary Anchors To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. witted, SOCIATES, INC son Jr. Operatio :A Manager Puyall p CC: City of Tukwila With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939 -2500 Project No. 066 -10086 Weather Cloudy Project Seafood City Location 2800 Southcenter Mall client Seafood City Supermarket Cyl. Code 1514 Pour Date Jurisdiction City of Tukwila 5/20/2010 Report No. 36313 Permit No. angine (Q_ Oza JUN 2 5 2010 Engineer Architect Contractor Tilton Pacific : U MMUNITY Field Data Concrete X Supplier Miles Time Truck# 12:30 M078 Other Ticket # 137066 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 6 67 50 Placement Area Location CURB @ 6 /F -G, RAMP @ 6- 7 /C -D. TRENCH @ A -B/2.8 AND TRENCH @ A- B/1 -2. Remarks CONCRETE PLACED BY WHEELBARROW AND MECHANICALLY CONSOLIDATED. Inspector K.GORDON Imelw Reported Batch Data Design Weights Mix No. 07500G3 Cem. lbs. 600 F. Ash lbs. C. agg. lbs. 1 1650 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1570 Water lbs. 266 Air Ent. (oz) Other (oz) 18 Other (oz) 36 Other (oz) Other (oz) - Water Added on Job (gals.) Actual Weights 07500G3 595 1653 1703 245 18 36 3 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code , Date 1514 -1 5/27/2010 1514 -2 6/17/2010 1514 -3 6/17/2010 1514 -4 6/17/2010 1514 -5 1514 -6 1514 -7 1514 -7 Remarks Results Reviewed By Codes for Break Types: Design Strength 4,500 @ 28 days Date Specimens Rec'd. 5/21/2010 Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type - 7 4.02 12.69 51970 4,100 1 MB 2 28 4.01 12.63 - 71310 5,650 1 DH 2 28 4.01 12.63 - 69775 5,520 1 DH 3 28 4.01 12.63 69625 5,510 1 DH 2 H 1 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% Date Reviewed 4 1/ 7//°' 3: Cone & Shear 4: Shear 5: Columnar (Split) Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Form 03101 Revision 3 Effective Date 5/12/04 The information provided on this report is prepared for the exclusive use of the client. Thin report may not be reproduced in any format without the written permission of the client and Kmzen 8 Associates. FIELD fam'Krazari & A S S O C I A T E S, I N C. EWEDREPORT NO.: 10086DFR050410 -gn GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGICE 1Nl CONSTRUCTION TESTING AND INSPECTION DATE: 5 -4-10 rap 088 -Ter 14.13:4JE0 '..afoodiib MAY 01 200 C' 04MU TYyypp DE—I itTRACTOR: Tilton Pacific LOCATION: 1388 South Center Mall KRAZAN PROJECT MANAGER Robert G. Johnson Jr. PERMIT NO: "811011` Qt 0 "V INSPECTOR George Neill JURISDICTION: City of Tukwila WEATHER: Indoor TEMP: 85 F Epoxy Dowels Arrived on site as requested by the contractor to perform epoxy dowel inspection, in conformance to project Plans and specs. 1) Met with the contractor to verify inspection and review plans. 2) Upon arrival the contractor had several locations that had been drilled, none of the holes had been cleaned. Verified hole preparation for hole diameter, depth and spacing. ( Identified approximately 25 — 30 hole which Had been drilled shallow. These were immediately corrected.) 3) On Standby for approximately 2 1/2 hours for completion of subgrade and vapour barrio installation. 4) Monitored cleaning procedure for 148 holes for slab dowels at the seafood prep area grid F- G/5-6. Hole were Brushed and blown as required by manufacturers recommendations. 5) Monitored installation of the 148 #4 dowels per details on sheet S0.1 using Powers PE1000 epoxy which was Approved for use by the E.O.R. Michael Wang of AFN & Associates on 4 -29-10. 6) Monitored work performed, All work was performed in conformance to project plans and specs and the Associated approval of the epoxy used. 7) Epoxy expiration date was June 2012. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT ❑ performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician George .Naitt Offices Serving the Western United States Form 1501 r.2 Effective Date: 12 -2007 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Krazan & Assoc C t/SP GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING O 20�i CONSTRUCTION TESTING AND INSPECTION May 1 Lu O JLOP i DATE: 5w eJ ao\ PROJECT* Mot>?1AIN10KN eft'a PROJEG-T: LOCATION: KRAZAN PROJECT MANAGER: FIELD REPORT NO: 13 2 4 8 0 CONTRACTOR: 1-Y` ADA PocSc.f JURISDICTION: C,; k C9 v(...0)0(\ PERMIT #: fl)0' �� 1n O22, INSPECTOR: yy r ort WEATHER: ��;;� �,, TEMP: 5 6 C,k1L 4\ w \ rn.)-ex .5tA) S Q E 10M x Equipment/Asset Number(s): To the best of my knowledge, the above 4 / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Tec ian: This report indicates our inspectors observation and testing results based on the site condition and contractors activities. This in rmation Is subject to review prior to final submittal. By signing this report, our Inspector does not accept responsibility for validity of the results. Some information on this report may have been provided by others on 'te. The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 DAILY FIELD REPORT 2009.doc EFFECTIVE: 4/22/2009 t. BACKFLOW PREVENTION ASSEMBLY TEST REPORT No- oz.�. ACCOUNT # pp NAME OF PREMISE 54,0.4.6011 CAby Commercial Residential ❑ SERVICE ADDRESS CITY ZIP CONTACT PERSON PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY P r i SIB 1, %tf t1 4kit ?'ep £ I iik DOWNSTREAM PROCESS PiSk M' MSS AIOZZLES DCVA ❑ RPBARI PVBA ❑ OTHER NEW INSTALL EXISTING ❑ REPLACEMENT ❑ OLD SER. # PROPER INSTALLATION? YES j NO ❑ MAKE OF ASSEMBLY NAI ociV5 MODEL 004 M3 QA' SERIAL NO. 2S SO - SIZE 3/y INITIAL TEST PASSED FAILED • / RPBA DCVA / RPBA RPBA PVBA/SVBA „DCVA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT 1.0 PSID AIR INLET OPENED AT PSID #1 CHECK % PSID DID NOT OPEN • LEAKED • �� PSID LEAKED • )� �4 ��Ql�l PSID AIR GAP OK? Yf 5 NEW PARTS AND REPAIRS GLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • • • • • LEAKED • • • • • • • • • • • • CLEANED • • • • • • • REPAIRED • TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED • PSID LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED • FAILED • AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading REMARKS: LINE PRESSURE 1 C`)`` PSI N CONFINED SPACE? 0 TESTERS SIGNATURE: TESTERS NAME PRINTED: fc Skiff f J7 CERT. NO. KM 1 DATE 1)6 —Z43-- 1') TESTERS PHONE # ( 25) -75q 7bI REPAIRED BY: DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 01 AZ /Q'IGAUGE # Monty MODEL 4N5 SERVICE RESTORED? YEi NO ❑ I certify that this report is accurate, and lhave used WAC246- 290 -490 approved fed methods and test equipment BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # r NAME OF PREMISE 5 Q(X r 0 d G l� Commercial INc Residential ❑ SERVICE ADDRESS CITY ZIP CONTACT PERSON PHONE ( FAX ( LOCATION OF ASSEMBLY .P(I)d (/l CQ, 4771' . Le -0 a-- 3 C 0IA ?, 5 IA) C DOWNSTREAM PROCESS 17.e 64 lAkk- ,SP a \Z r DCVA ❑ RPBA J PVBA ❑ OTHER NEW INSTALL gI EXISTING ❑ REPLACEMENT ❑'nOLD SER. # PROPER INSTALLATION? YES.�I NO ❑ MAKE OF ASSEMBLY 1,0°1 17 MODELOM I3 04 SERIAL NO. Z 1 q S 6 5 SIZE -3/Li r' INITIAL IN TEST PASSED FAILED • DCVA / RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 3 OPENED AT )PSID #1 CHECK (4::40 PSID AIR INLET OPENED AT PSID DID NOT OPEN • LEAKED • n `b • 6 PSID LEAKED • I,�-�- 1'1'�� /"/41" r PSID AIR GAP OK? ye. 5 NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • • • • • • • • • • • LEAKED • • • • • • CLEANED • • • • • • • • REPAIRED TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED • PSID LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED • FAILED • AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading LINE PRESSURE 6 PSI CONFINED SPACE? /V b REMARKS: TESTERS SIGNATURE: Alha.�/,14,4�1 IAiinli CERT. NO. 83 ?3/ DATE OG -z-- b TESTERS NAME PRINTED: , O t St-0k l K fk,f+ TESTERS PHONE # (1J ZS) 7 S H I 11 REPAIRED BY: DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE d l61 /0/GAUGE #1%70/0509 MODEL b 5 SERVICE RESTORED? YE NO ❑ I certify that this report is accurate, and I have used WAC 246-290 -490 approved test methods and test equipment BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # NAME OF PREMISE 5,,cated city Commercial Residential ❑ SERVICE ADDRESS CITY ZIP CONTACT PERSON PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY LS,?f µ /Ci f ( 1\ I S ,' Roo m DOWNSTREAM PROCESS DOri e,d i (, Se V V 1'C t. DCVA ❑ RPBA PVBA ❑ OTHER NEW INSTALL jI EXISTING ❑ REPLACEMENT ❑ OLD SEER. # PROPER INSTALLATION? YES NO ❑ MAKE OF ASSEMBLY V✓ #tt5 MODEL 0Oq ,M2-- 6 SERIAL NO. 2-1 B 9 DO SIZE 7- o INITIAL TEST PASSED 181, FAILED • .DCVA /RPBA DCVA / RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT 3 _ 6 PSID AIR INLET OPENED AT PSID #1 CHECK R • (0 PSID DID NOT OPEN • LEAKED • q . to PSID LEAKED • 1 1 He t a +/ q Iii.)- PSID AIR GAP OK? AS_ NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • • • • • • LEAKED • • • • • • CLEANED • REPAIRED • TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED • PSID LEAKED • PSID #1 CHECK PSID CHK VALVE PSID PASSED • FAILED • AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading LINE PRESSURE 10 PSI CONFINED SPACE? t'V D REMARKS: TESTERS SIGNATURE: r/� / TESTERS NAME PRINTED: i%f' , 9 c4 l h. / i ' REPAIRED BY: CERT. NO. g3331 DATE 06 ' Z 0— !1 TESTERS PHONE # (q z,5,154-11017 DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE 0/ /(77/ D /GAUGE # O6070 /$Ld MODEL qy 5 SERVICE RESTORED? YES I certify that this report Is accurate, and l have used WAC 246-290 -490 approved test methods and test equipment NO ❑ ANF & ASSOCIATES Consulting structural Engineers Te:(626)448 -8182 Fa:: (626) 448 -8092 E mall mc1688@paceelLnat 9420 Telstar Avenue, Suite 118, El Monte, CA91731 RECEIVED CITY OF TUKWILA IJUL 07 2010 PERMIT CENYEP M ° °° GiTt r DATE 14° • D - -2 Z 9• 6°eri .0 Joe Na • By M W SM. OF , T‘00‘ uSE y:4 ALL X11 Reipep MoD roe, REVi6EP tom I1. z P&p 11061101 FILE COPY ctural oncepts ngineering Project Name : Project Number : Date : Street Address City /State Scope of Work : SEAFOOD C K- 060810 -1 06/09/10 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e -mail: mail@sceinc.net CODESEWED FOR COMPLIANCE APPROVED JUN 6 0 2010 City of Tukwila BUILDING DIVISION 1368 SOUTHCENTER MALL, STE. 100 JUP! C 9 2010 TUKWILA, WA. 98188 7FT TALL SHELVING OVERTURNING /ANCHORAGE ANALYSIS C OFTIALA JUN 1 8 PERMIT CE 2010 NTER REVISION N p10 022 Strgural once is ngineering 1200 N. Jefferson Ste, Ste F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 7FT TALL LIGHT DUTY SHELVING OVERTURNING /ANCHORAGE ANALYSIS Str tural koon is ' JJ ngineering By: BOB S. 1725 S. Douglass Rd. Ste D. CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 Project: SEAFOOD CITY Project #: K -060810 -1 Design Data 1) The analyses conforms to the requirements of the 2003 International Building Code (IBC) 2) Column steel minimum yield Fy=60 ksi Arm steel minimum yield Fy'90 ksi Base steel minimum yield Fy=35 ksi All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by installer per ICBO reference on plans and calculations herein. Installer must provide any special inspection as called out on plans or calculations, or as required by the ICBO report indicated herein. 4-) All welds shall conform to AWS procedures, utilizing E70xx electrodes or similar. All such welds shall be performed in shop, with no Feld welding allowed other than those supervised bya licensed deputy inspector. 5) The slab on grade is 5 "thick with minimum 2500 psi compressive strength. Soil bearing capacity is 500 psf. Conficw ration: Dbl 6 Lvl 84" Tall x 17.5" deep TYPE GONDOLA OT - SEAFOOD CITY 2007 CDC Page 3 of 6/9/20 I 0 Str tural on is ngineering 1725 S. Douglass Rd. Ste D. CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 Project: SEAFOOD CITY By: BOB S. Project #: K- 060810 -1 Seismic Forces Configuration: MI Lv184 "Tall x17.5 "deep Lateral analysis is performed with regard to the IBC 2003 Sec. 16217.5.1 Transverse (Cross Aisle) Seismic Load V= 11.2SDs/(R'1.4)1'W Ws= (0.67 * PLRF • PL) + DL = 1,320 lb Cs= 2.5'Ca /R Ca= SDs /2.5 SC's= Fa • Ss' (2/3) 1.2Sos'Ip /(Rtransv1.4)= 0.3792 Umin= 0.015 Eff Base Shear= 0.3792 (RM I Sec 2.5.1.2) Vtra nsv= 0.3792 • (1200 I b + 120 I b) = 501 lb Fully Loaded = 251 lb 591 Side Loaded Fa= 1.00 5s= 1.66 (Transverse) R= 2.5 Ip= 1.0 PLRF= 1.0 Level LL/arm DL/arm hi wi'hi Fi Fi'hi Marm 1 100 lb 10 lb 14 in 1,540 23.9 lb 335 in -lb 875 in -lb 2 100 lb 1016 28 in 3,080 47.7 lb 1,336 in -lb 875 in -lb 3 100 lb 1016 42 in 4,620 71.6 lb 3,007 in -lb 875 in -lb 4 100 lb 10 lb 56 in 6,160 95.4 lb 5,342 in -lb 875 in -lb 5 100 lb 1016 70 in 7,700 119.3 lb 8,351 in -lb 875 in -lb 6 10016 10 lb 84 in 9,240 143.1 lb 12,020 in -lb 875 in -lb Fully Loaded: 1,200 lb 120 lb W =1320 lb 32,340 501 lb 30,391 -# 0 -# Sgl Side Loaded: 600 lb 60 lb W =660 lb 16,170 251 lb 15,196 -# 5,250 -# Long itudinaI (Downaisle) Seismic Load Similarly, the down aisle loads are calculated utilizing the value It-long Rlong= 4 Vlong= 0.237' (1200 lb + 1201b) EffSeismicCoeff= 0.2370 = 313 lb Longitudinal seismic force taken by peg board. The spanner rail at the top contects posts together in downaisle Uniform seismic load= (Vlong /Post Height) = (313 lb/7 1t)'0.75 = Allowable Load= 75.016/ft (Table25 -1.3) Load Summary 33.5 I b /fE OK # ofarm levels= 6 Arm Length= 17.5 in Marm -max= 875 lb Load Sgl Side Loaded Fully Loaded Axial 660 lb 1,320 lb Mstatic 5,250 in -lb 0 in -lb Mseismic 15,196 in -lb 30,391 in -lb TYPE GONDOLA OT - SEAFOOD CITY 2007 CDC Page '-.L of 5— 6/9/2010 StLoonisrpts tural ngineering By: BOBS. 1725 S. Douglass Rd. Ste D. CA 92806 Tel: 714.456.0056 Fax: 714.456.0066 Project: SEAFOOD CITY Project #: K- 060810 -1 Anchors Loads Configuration: Dbl 6 Lvl 84" Tall x17.5" deep Vtrans =V= 501 lb DL/Frame= 120 lb LVFrame= 1,200 lb Wst= (DL +LL)total= 1,320 lb LL @ TOP= 100 lb DL/Lvl= 10 lb DL'0.90= 9lb Lateral Ovt Forces= 5(Fi'hi)= 30,391 in -lb Fully Loaded rack Frame Depth =D= 35.0 in Htop -Ivl= 84.0 in # Levels= 6 # Anchors /End= 1 Vtra ns= 501 lb Movt= F(Fi'hi) = 30,391 in -lb Top Level Loaded Only Mst= Wst' D/2 = 1320 lb' 35 in /2 = 23,100 in -lb VpliFt T= (Movt- Mst) /D = (30391 in -lb - 23100 in-lb)/35 in = 208 lb Critical Level= 6 Vtop= 0.3792 ' (100 lb + 10 lb) = 42 lb Mst= 0.9'(DL -total + LL -top) 'D /2 = (100 lb +1 O I b)'0.9 ' 35 in/2 = 1,733 in -lb Anchor Hgt Lvl 6= 84.0 in Movt= Vtop'Htop = 42lb'84in = 3,528 in -lb UpliT= (Movt- Mst) /D = (3528 in -lb -1/38 in-lb)/35 in = 51 lb Check (1) 3/8" x 2" HILTI KWIK BOLTTZ anchor(s) per base end. Special inspection is provided per ICBO ESR 1917. Pullout Capacity =Trap= 1,006 lb Shear Capacity =Vcap= 999 lb Fully Loaded: Top Level Loaded: Tcap•Phi= 1,338 lb Vcap'Phi= 1,329 lb L.A. City Jurisdiction? NO Phi= 1.33 (208 lb/1338 lb) "1.66 + (251 lb/1329 lb) ^1 66 = (51 lb/1338 lb) 0.11 <= 1.0 OK 1.66 + (2116/1329 Ib) ^1.66 = 0.01 <= 1.0 OK TYPE GONDOLA OT - SEAFOOD CITY 2007 CBC Page y of y' 6/9/201 0 BASE PLATE F.F. 2" MIN. EMBED. 3/8" -1' PERIODIC SPECIAL INSPECTION REQ'D DURING INSTALLATION DESCRIPTION SIZE ESR# HILTI KWIK BOLT TZ ANCHOR 3/8"� X 2" MIN. EMBED. 1917 NOTES: (1) ANCHOR PER BASE END TYP. FILE COPY PArm1t No. ctural incepts ngineering 1200 N. Jefferson St, Suite F Anaheim, CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 e -mail: mail @sceinc.net CODE Project Name : SEAFOOD CITY Project Number : K- 060910 -10 Date : 06/15/10 Street Address City /State REVIEWED FOR COMPLIANCE APPROVED JUN 3 0 2010 City of Tukwila BUILDING DIVISION : 1368 SOUTHCENTER MALL SUITE 100 : TUKWILA, WA 98188 RECEIVE_ CITY OF TUKKV ILA JUN 18 2010 PERMIT CENTER Scope of Work : STORAGE RACK REVISION N JUN 15 2010 p�o-crz.2 Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K -060910 -10 TABLE OF CONTENTS Title Page 1 Table of Contents 2 Design Data and Definition of Components 3 Critical Configuration 4 Seismic Loads 5 to 6 Column 7 Beam and Connector 8 to 9 Bracing 10 Anchors 11 Base Plate 12 Other Configurations 13 SEA FOE CITY-TYPE I Page V of ` 3 6i 1 5/2010 Sttuctural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K -060910 -10 Design Data 1) The analyses conforms to the requirements of the 2007 CBC and the 2002 Rack Manufacturers Institute Sepecifications for Steel Storage Racks (RMI) and the ASCE 7 -05, section 15.5.3 2) Transverse braced frame steel conforms to ASTM A570, Gr.55, with minimum strength, Fy =55 ksi Longitudinal frame beam and connector steel conforms to ASTM A570, Gr.55, with minimum yield, Fy =55 ksi All other steel conforms to ASTM A36, Gr. 36 with minimum yield, Fy= 36 ksi 3) Anchor bolts shall be provided by installer per ICC reference on plans and calculations herein. 4) All welds shall conform to AWS procedures, utilizing E70:a electrodes or similar. All such welds shall be performed in shop, with no field welding allowed other than those supervised by a licensed deputy inspector. 5) The reinforced slab is 6" thick with minimum 4000 psi compressive strength. Soil bearing capacity is 1000 psf. Definition of Components Frame Height Beam l� Product Beam Spacing Beam Length Front View: Down Aisle (Longitudinal) Frame Column Beam to Column Connector Base Plate and Anchors Panel Height H Frame Depth Section A: Cross Aisle (Transverse ) Frame Honzontal Brace Diagonal Brace The components herein are designed within the guidelines of the 2007 CBC and the 2002 Rack Manufacturers Institute Specifications for Storage Racks. The final design of the system is valid only with proper approval from the jurisdictional building official. SEAFOOD CITY -TYPE I Page 'S of ( 3 6115/2010 Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K -060910 -10 Configuration & Summary: TYPE 1 SELECTIVE RACK 24 "/44" DEEP 120" ■ I- 56" 56" 6" 99" 120" T 24" 42" 42" X 44" 4 2007 CBC Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Ss= 1.429, Fa =1 3 44 in 120 in 3 99 in Component Description STRESS Column Fy =55Ksi Hannibal IF3014- 3x3x14ga P =820 lb, M =2222 in -lb 0.1 -OK Column Backer None None None N/A Beam Fy =55Ksi Lvl 1: HMH 33140/3.375" Face x 0.075" thk Lu =99 in Capacity: 4020 lb/pr 0.19 -OK Beam Connector Fy =55Ksi Lvl 1: 3 PIN OK I Mconn =2128 in -lb Mcap =16922 in -lb 0.13 -OK Brace - Horizontal Fy =55Ksi Hannibal 1-1/2x1-1/2x16ga 0.04 -OK Brace - Diagonal Fy =55Ksi Hannibal 1-1/2x1-1/2x16ga 0.07 -OK Base Plate Fy =36Ksi 8x5x3/8 I Fixity= 0 in -lb 0.11 -OK Anchor 2 per Base 0.5" x 3.25" Embed HILTI KWIKBOLT TZ ICC ESR 1917, NO SPECIAL INSPEC. READ, (T =0 lb) 0.02 -OK Level 1 Load Per Story Force Story Force Column Column Conn. Beam Level (PL) Beam Spcg Brace Transv Longit Axial Moment Moment Connector 1 745 lb 6.0 in 42.0 in 9 lb 5 lb 1,230 lb 328 "# 2,128 "# 3 PIN OK 2 745 lb 56.0 in 42.0 in 92 lb 55 lb 820 lb 2,222 "# 2,692 "# 3 PIN OK 3 745 lb 56.0 in 24.0 in 175 lb 104 lb 410 lb 1,456 "# 1,581 "# 3 PIN OK I Total: 276 lb 164 lb Notes SEAFOOD CITY -TYPE I Page 11. of L 3 6/ 1 5/2010 I I Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K -060910 -10 Seismic Forces Configuration: TYPE 1 SELECTIVE RACK 24"/44" DEEP Lateral analysis is performed with regard to the 2007 CBC Sec. 2208A, 2002 RMI Sec 2.7.3. & ASCE 7 -05 sec 15.5.3 Transverse (Cross Aisle) Seismic Load DL per LvI= 75 lb Ss= 1.429 V= Cs *Ip *(PL *0.67 *PLrf +1.0 *DL) Cs * Ip= 0.1600 S1= 0.489 Ws= (0.67 * PLRF * PL) + DL V,,,, 0.015 (RMI Sec 2.5.1.2) Fa= 1.000 = 1,722 lb Eff Base Shear= 0.1600 Fv= 1.511 Cs= 0.67 *2.5 *Ca /R >= 0.14 * 2/3 * Ss * Fa /1.4 Ca= 0.4 *2 /3 *Ss *Fa= 0.3811 = 0.1600 Vtransv= 0.16 * (225 lb + 1497.45 Ib) (Transverse) R= 4.0 = 276 lb ASD Loading Ip= 1.0 PLRF= 1.0 Level PL (Product Load) PL *0.67 *PLrf DL hi wi *hi F Fi *hi 1 745 lb 499 lb 75 lb 6 in 3,445 8.9 lb 53-# 2 745 lb 499 lb 75 lb 62 in 35,597 92.0 lb 5,704 -# 3 745 lb 499 lb 75 lb 118 in 67,750 175.1 lb 20,662 -# Longitudinal (Downaisle) Seismic Load 1,497 lb 225 lb W= 1722.45 lb 106,792 276 lb 1= 26,419 Ws= (0.67 * PLRF * PL) + DL = 1,722 lb Eff Base Shear= 0.0953 T= 1.00 sec Cs * Ip= 0.67 *1.2 *Cv /(R*T^0.66)> =Vmin2 Vlong= 0.0953 * (225 lb + 1497.45 Ib) PLRF= 1.0 = 0.0953 = 164 lb ASD Loading (Longitudinal) R= 6.0 Vmini= 0.015 V, 2= o.1.4 =2I3'seFan.4= 0.0953 Cv= 2 /3 *S1 *Fv= 0.4926 Level PL (Product Load) PL *0.67 *PLrf DL hi wi *hi Fi 1 745 lb 499 lb 75 lb 6 in 3,445 5.3 lb 2 745 lb 499 lb 75 lb 62 in 35,597 54.7 lb 3 745 lb 499 lb 75 lb 118 in 67,750 104.0 lb 1,497 lb 225 lb W= 1722.45 lb 106,792 164 lb SEAFOOD CITY -TYPE 1 Page 5 of 1 3 G/15/2010 Structural Concepts t j Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 9280T Tell 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K- 060910 -10 Downaisle Seismic Loads Configuration: TYPE 1 SELECTIVE RACK 24744" DEEP Determine the story moments by applying portal analysis. The base plate is assumed to provide no fixity. Typical Game made Tributary area of two column °Crack G me \ _ Seismic Story Forces Vlong= 164 lb Vcol= Vlong /2= 82 lb F1= 5 lb F2= 55 lb F3= 104 lb Seismic Story Moments I" Mbase -max= 0 in -lb < = == Default capacity Mbase -v= (Vcol *hleff) /2 = 164 in -lb < = == Moment going to base Mbase -eff= Minimum of Mbase -max and Mbase -v = 0 in -lb M 1 -1= [Vcol * hleff}- Mbase -eff = (82 lb * 4 in) -0 in -lb = 328 in -lb Mseis= (Mupper +Mlower) /2 Front View Conceptual System M 2 -2= [Vcol- (F1)/2] * h2 = [82 lb - 27.4 Ib] *56 in /2 = 2,222 in -lb Mseis(1 -1)= (328 in -lb + 2222 in-lb)/2 Mseis(2 -2)= (2222 in -lb + 1456 in-lb)/2 = 1,275 in -lb = 1,839 in -lb Side View Typical Frame made of two columns a ®ilis�ili�a�ilt Top View Beam to Column Elevation Summary of Forces LEVEL 1 2 3 hi 6 in 56 in 56 in Axial Load 1,230 lb 820 lb 410 lb Mconn- allow(3 Pin)= 16,922 in -lb Column Moment 328 in -lb 2,222 in -lb 1,456 in -lb Mseismic Mend -fixity Mconn 1,275 in -lb 853 in -lb 2,128 in -lb 1,839 in -lb 853 in -lb 2,692 in -lb 728 in -lb 853 in -lb 1,581 in -lb Beam Connector 3 PIN OK 3 PIN OK 3 PIN OK SEAFOOD CITY -TYPE I Page (.o of (3 6/ 15/20 1 0 Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K -060910 -10 Column Configuration: TYPE 1 SELECTIVE RACK 24744" DEEP Conforms to the requirements of Chapter C5 of the 1996 AISI Cold Formed Steel Design Manual for combined bending and axial loads. Section Properties Loads Section: Hannibal IF3014- 3x3x14ga Aeff = 0.643 in ^2 Ix = 1.130 in ^4 Sx = 0.753 in ^3 rx= 1.326 in S2f= 1.67 E= 29,500 ksi Iy = 0.749 in ^4 Sy = 0.493 in ^3 ry = 1.080 in Fy= 55 ksi Cmx= 0.85 Kx = 1.7 Lx = 56.0 in Ky = 1.0 Ly = 42.0 in Cb= 1.0 0.75 in Axial =P= 820 lb Axial Analysis Moment =Mx= 2,222 in -lb (Column stresses @ Level 1)) KxLx/rx = 1.7 *56 "/1.326" KyLy /ry = 1 *42 "/1.08" Fe > Fy /2 = 71.8 = 38.9 Fn= Fy(1- Fy /4Fe) = 55 ksi *[1 -55 ksi /(4 *56.5 ksi)] Fe= n ^2E /(KL/r)max ^2 Fy /2= 27.5 ksi = 41.6 ksi = 56.5ksi Pn= Aeff*Fn = 26,756 lb P /Pa= 0.06 < 0.15 Bending Analysis Sk= 1.92 Pa= Pn /S2c = 26756 lb/1.92 = 13,936 lb Check: P /Pa + Mx /Max <_ 1.33 Pno= Ae *Fy = 0.643 in ^2 *55000 psi = 35,365 lb Max= My /Of = 41415 in- lb/1.67 = 24,799 in -lb px= {1 /[1 -(Qc *P /Pcr)] } ^ -1 = {1/[1- (1.92 *820lb /36302lb)] } ^ -1 = 0.96 Combined Stresses Pao= Pno /S2c = 353651b/1.92 = 18,419 lb Myield =My= Sx *Fy = 0.753 in ^3 * 55000 psi = 41,415 in -lb Pcr= n ^2EI /(KL)max ^2 = n ^2 *29500 ksi /(1.7 *56 in) ^2 = 36,302 lb (820 lb/13936 lb) + (2222 in-lb/24799 in-lb) = 0.13 < 1.33, OK (EQ C5 -3) SEAFOOD CITY -TYPE I Page —1 of l J 6/1 5/201 0 Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K -060910 -10 Beam Configuration: TYPE 1 SELECTIVE RACK 24'744" DEEP The beam to column connection is assumed to provide partial end fixity for the beam frame. The end moment calculated herein is added to the lateral force force portal moment when analyzing the connection capacity. Section Properties Loads Beam Member= HMH 33140/3.375" Face x 0.075" thk Beam at Level= 1 Beam Type = Formed Ix= 1.337 in ^4 Sx= 0.750 in ^3 Length =L= 99.0 in Lu= 99.0 in DL= 5.0lb /ft Thickness= 0.075 in Beam Shape= Step Impact Factor (a)= (1- 25 %12)= 0.875 3.375 in 2.750 m I .750 In Bending End Fixity= 25 0 = 0.25 Mcenter= B *(wL ^2/8) = 0.832 *(wL ^2 /8) Mends= 0 *Mmax(fixed ends) = (wL ^2/12) *0.25 = 0.0208 *wL ^2 Fb= 0.6 * Fy = 33,000 psi Fb -eff= 33,000 psi Live Load /Pair= 745 lb Mcenter= 0.104 * wL ^2 = 4,263 in -lb Coeff B= 0.104/0.125 = 0.832 Mcenter= Mcenter(simple ends) - 0 *Mcenter(fixed ends) = wL ^2/8 - (0.25 * wL ^2/12) = wL^2 /8 - wL ^2/48 = 0.104 * wL ^2 Fy= 55,000 psi Dead Load /Pair= (5 lb /ft) * 2 * 99 in /12 = 83 lb Mends= 0.0208 *wL ^2 = 853 in -lb Dist Load =w= 4.2 lb /in M= 4,263 in -lb fb= (M /Sx) /a = 6,495 psi Bending Capcity= 4,057 lb /pair Deflection fb /Fb= 6495 psi /33000 psi 0.20 <= 1.0, OK Defl- allow = L/180 = 0.550 in Deflection Capacity= 4,020 lb /Pair Defl= B * [5wL ^4/(384 *E *Ix)] = [5 *4.2 lb/in*(99 in) ^4/(384 *29.5x10 ^6 psi * 1.337 in ^4)] *0.832 = 0.111 in <= 0.55 in, OK < = == Critical Allowable load per beam pair= 4,020 lb SEAFOOD CITY -TYPE I Page 8 of ( 3 6/ 1 5/20 I 0 Shiro Irani nninoorinn 1200 N. Jefferson Ste, Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 13y: S.P. Project: SEAFOOD CITY Project #: K -0609 10- I O 3 Pin Beam to Column Connection TYPE 1 SELECTIVE RACK 24 "/44" DEEP Mconn max= 2,128 in -lb Load at level 1 Shear Capacity of Pin Connector Type= 3 Pin 2- 1/2" 1/2' PIN DIAM= 0.44 in Fy= 55,000 psi Ashear= (0.438 in) ^2 * Pi /4 = 0.1507 in ^2 Pshear= 0.4 * Fy * Ashear = 0.4 * 55000 psi * 0.1507in ^2 = 3,315 lb Bearing Capacity of Pin Per the199b A151 Cold Formed Steel Manual, Sec tcol= 0.08 in Fu= 65,000 psi Omega= 2.22 alpha= 2.22 Pbearing= alpha * Fu * diam * tcol /omega = 2.22 * 65000 PSI * 0.438 IN * 0.075 IN/2.22 = 2,135 lb < 3315 lb Moment Capacity of Bracket Edge Distance =E= 1.00 in Pin Spacing= 2.0 in Fy= 55,000 psi C= Pl +P2 +P3 tclip= 0.18 in = P1 +P1 *(2.5 "/4.5 ") +P1 *(0.5 "/4.5 ") = 1.667 * P1 Mcap= Sclip * Fbending = 0.127 IN ^3 * 0.66 * Fy = 4,610 in -lb Sclip= 0.127 in ^3 SINCE C *d= Mcap = 1.667 AND d= E/2 = 0.50 in Pclip= Mcap /(1.667 * d) = 4610.1 in-lb/(1.667 * 0.5 in) Thus, P1= 2,135 lb = 5,531 lb Mconn - allow= [P1 *4.5 " +P1 *(2.574.5 ") *2.5 " +P1 *(0.5 " /4.5 ") *0.5 "] *1.33 = 2135 LB *[4.5" +(2.574.5 ") *2.5 "+ (0.574.5 ") *0.5 "] *1.33 = 16,922 in -lb > Mconn max, OK SEAFOOD CITY -TYPE I Page l of ( 6/ 1 5/20 I 0 Structural Concepts Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By : S.P. Project: SEAFOOD CITY Project #: K -060910 -10 Transverse Brace Configuration: TYPE 1 SELECTIVE RACK 24 "/44" DEEP Section Properties Diagonal Member= Hannibal 1 -1 /2x1- 1 /2x16ga Area= 0.273 in ^2 r min= 0.496 in Fy= 55,000 psi K= 1.0 Qc= 1.92 Frame Dimensions Diagonal Member 0.25 in Horizontal Member= Hannibal 1 -1 /2x1- 1 /2x16ga Area= 0.273 in ^2 r min= 0.496 in Fy= 55,000 psi 1.500 in K= 1.0 0.25 in Bottom Panel Height =H= 42.0 in Frame Depth =D= 44.0 in Column Width =B= 3.0 in Clear Depth= D-B *2= 38.0 in X Brace= NO V= Vtransv= 276 lb Ldiag= [(D- B *2) ^2 + (H- 6 ") ^2] ^1/2 = 52.3 in Pmax= V *(Ldiag /D) = 328 lb Pn= AREA *Fn = 0.273 in ^2 * 26208 psi = 7,155 lb Pallow= Pn /Q = 7155 lb /1.92 = 3,726 lb fa /Fa= Horizontal brace 0.09 <= 1.33 OK (kl /r)= (k * Ldiag) /r min = (1 x 52.3 in /0.496 in ) = 105.4 in Fe= pi^2 *E /(kl /r) ^2 = 26,208 psi SINCE Fe<Fy /2, Fn= Fe = 26,208 psi D — V�— SIDE ELEVATION Check End Weld Lweld= 2.5 in Fu= 65 ksi tmin= 0.060 in Weld Capacity= 0.75 * tmin * L * Fu * 1.33/2.5 = 3,900 lb OK Pmax =V= 276 lb (kl /r)= (k * Lhoriz) /r min = (1x 44 in) /0.496 in = 88.7 in SINCE Fe >Fy /2, Fn= Fy *(1- fy /4fe) = 34,564 psi fa /Fa= 0.06 <= 1.33 OK Fe= pi ^2 *E /(kl /r) ^2 Fy /2= 27,500 psi = 37,006 psi Pn= AREA *Fn = 0.273in ^2 *34564 psi = 9,436 lb Pallow= Pn/Qc = 9436 lb /1.92 = 4,915 lb SEAFOOD CITY -TYPE I Page i O of t ,� G/1 5/2010 Structural Concepts engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K -060910 -10 Anchors Configuration: TYPE 1 SELECTIVE RACK 24 "/44" DEEP Loads Vtrans =V= 276 lb DL/Frame= 225 lb Pt/Frame= 2,235 lb Wst= (0.9 *DL +PL)total= 2,438 lb LL @ TOP= 745 lb DL /Lvl= 75 lb DL *0.90= 68 lb Lateral Ovt Forces= E(R *hi)= 26,419 in -lb Total Dead Load per Bay =DL= 225 lb Fully Loaded rack Frame Depth=D= 44.0 in Htop- Iv1 =H= 118.0 in # Levels= 3 # Anchors /Base= 2 T V D� SIDF Fl FVATIOl4 Vtrans= 276 lb Movt= I(R *hi) *1.15 = 26419in -lb * 1.15 = 30,382 in -lb Top Level Loaded Only Critical Level= 3 Mst= Wst * D/2 = 2437.5 lb * 44 in /2 = 53,625 in -lb T= (Movt- Mst) /D = (30382in -Ib - 53625 in-lb)/44 in = -528 lb No Uplift V1 =Vtop= Cs * Ip * Ws >= 350 lb = 0.16 * (745 lb) = 119 lb V2 =VDL= Cs *Ip *DL = 36 lb Mst= (PL @ top + 0.9 *DL- total) *D /2 = (745 lb + 225 lb *0.9) * 44 in /2 = 20,845 in -lb Anchor Hgt @ Lvl 3= 118.0 in H to D ratio= 2.7 Movt= V1 *Htop *1.15 + V2 *I-1/2 = 119 lb * 118 in * 1.15 + 36 lb * 118 in /2 = 18,272 in -lb T= (Movt- Mst) /D = (18272 in -lb - 20845 in-lb)/44 in = -58 lb No Uplift Check (2) 0.5" x 3.25" Embed HILTI KWIKBOLT TZ anchor(s) per base plate. Special inspection is not required per ICC ESR 1917. Fully Loaded: Top Level Loaded: Pullout Capacity=Tcap= 2,386 lb Shear Capacity=Vcap= 2,839 lb Tcap *Phi= 2,386 lb Vcap *Phi= 2,839 lb Phi= 1 (69 lb/2839 1b)^1 = 0.02 <= 1.0 OK (0 Ib/2386 Ib) ^1 + (30 lb/28391b) ^1 = 0.01 <= 1.0 OK SEAFOOD CITY -TYPE I Page 1 k of t 5 6/15/2010 Structural Concepts p,._. Engineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K -060910 -10 Base Plate Configuration: TYPE 1 SELECTIVE RACK 24 "/44" DEEP Section Baseplate= 8x5x3/8 Eff Width =W = 8.00 in Eff Depth =D = 5.00 in Column Width=b = 3.00 in Column Depth=d= 3.00 in L = 2.50 in Plate Thickness =t = 0.375 in Down Aisle Loads a = 3.00 in Anchor c.c. =2 *a =d = 6.00 in N =# Anchor /Base= 2 Fy = 36,000 psi P = 1,230 lb Mbase =Mb = 0 in -lb Axial Bearing stress =fa = P/A = P /(D *W) M1= wL^2 /2= fa *L ^2/2 = 31 psi = 96 in -lb Moment Stress =fb = M/S = 6 *Mb /[(D *B ^2] Moment Stress =fb2 = 2 * fb * L/W = 0.0 psi = 0.0 psi Moment Stress =fb1 = fb-fb2 = 0.0 psi M2= fb1 *L ^2)/2 = 0 in -lb M3 = (1/2) *fb2 *L *(2/3) *L = (1 /3) *fb2 *LA2 Mtotal = M1 +M2 +M3 = 0 in -lb = 96 in -lb /in S -plate = (1)(t ^2)/6 = 0.023 in ^3 /in Fb = 0.75 *Fy *1.33 = 35,910 psi fb /Fb = Mtotal/[(S- plate)(Fb)] = 0.11 OK Tanchor = (Mb- (P *0.9)(a)) /[(d) *N /2] Tallow= 2,386 lb OK = -554 lb No Tension SEAFOOD CITY -TYPE 1 Page (Z- of I 3 G/15/2010 Structural Concepts ngineering 1200 N. Jefferson Ste. Ste F Anaheim. CA 92807 Tel: 714.632.7330 Fax: 714.632.7763 By: S.P. Project: SEAFOOD CITY Project #: K -060910 -10 Configuration & Summary: TYPE 2 SELECTIVE RACK 24" DEEP 120" 56" 56" fi - ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL REVIEWED FOR CALCULATIONS CODE COMPLIANCE APP f" OVED APR 0 9 2010 City of Tukwila BUILDING DIVISION For Seafood City Supermarket 1368 Southcenter Boulevard Tukwila, Washington Architect 29407.00 AN_ 1,1)41geOreg '(5 — �o —to 2,2 Nadel Architects 1990 South Bundy Drive, 4th Floor Los Angeles, CA 90025 (310) 826 -2100 r• MAR 0 9 2010 9420 Telstar Avenue, Suite 118, El Monte, California 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 Email: anf1688 @pacbell.net ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail: aaf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 iipJL Croc,_ 10-71) Joe No. By DATE SH. OF e-,Er • RSviSrP 5T0 JOB MiTE4 F. TR, IV>, lc) 14 2 . E. kYt) FI9e- Pbc REvi9612 T -zo 06 5-6,C 1nial7 441 M°7 6 . 70 (rrecat.' chitrgoul, t3M07.0 Feht..5 C—Ver R- Zvt C oK .6E&-grosEt) Rum- .47/sTz 4,PD APO V(7ML-- (-MU- fr-I44v1 PUTy. For Pef) 5LE izevi,$12 1)1'7-AIL 1/3-z , 4 tkiti1) P.6-05T1) / -Foe_ ,7Tt Apo 4.C.M1( ' zx A 6 2 r • r e1 CL ) FP R P67'/ K. 6if5T1-. t'W/A/ LEG' ED. ,/, 0 30 STD. PIPE COL CLG. 1 2020.74.-6'1G. AT 30 STD. PIPE LOC. (E)STEEL ROOF JOIST 0 (N)A/C UNITS PER MANUF. ADD NEW L2x2x I / 4 EA. SIDE (*IF 0>6") ® (N) TS BEAM SEE PLAN A)irrolkti, B I ,c\kre 77754f 1(4_11 ' 4° 1 ov 0 ,z5,( 3jk3,141s A/C UNIT CURB DETAIL AT LOW ROOF H.D. SUBMTTTAL: 01-04-10 B.O. StIMATTAL 01-21-10 2nd H.D. SU13MTTTAL 02-00.10 YA" • • DATE JOB NO. SHEET NUMBER 0 e, 0 "1";149PW 4-6r 77 0,1,15r- weGtml 0■2S)"1-Y-7-1)(6)*""ii >>375 " 101 • • TS6x4s1 /4 02 1/4 THK. ENC PL. O 3 "0 STD. PIPE COL. MIN. 8"LG. ® C12x20.7x0. -8 "LG. AT 3 "0 STD. PIPE LOC. OS (E)STEEL ROOF 301ST © (N)A /C UNITS PER MANUF, 0 ADO NEW L2x2x1 /4 EA. SIDE (*IF 0>6 ") ® (N) TS BEAM SEE PLAN --8 1 L Ov O "' 2 3E€ h { 0 00-00-00 JOS NO. 09293 n ° SHEET NUA18E8 w V W - ST2 0 H.D. SUBMITTAL 01-04 -10 8 0 SUBMITTAL 01 -21 -10 2nd H.O. SUBMITTAL 02 -00-10 1116 ris6 15+ Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers � ' anfl688Qpacbell .net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Seafood City Supermarket 1368 Southcenter Boulevard Olympia. Washington STRUCTURAL CALCULATIONS SHEET INDEX JOB No. By DATE SH. OF 29407 1. Seismic Information S -1 - S -3 2. Hanging Ceiling Design H -1 - H -12 3. First Floor Slab Cut and Infill F -1 - F -6 4. New Mechanical Units Support M -1 - M -10 5. East Side Sign Design SG -1 SG -18 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 • Consulting Structural Engineers E-mail: anfl688Qpacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 ‘g-1 .r-ofvf DP-1#% Ti Conterminous 48 States �' ! ' ` r,o/ 2005 ASCE 7 Standard Latitude = 47.4648 Longitude = - 122.2642 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.438 (Ss, Site Class B) 1.0 0.493 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4648 Longitude = - 122.2642 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.507 Period Sa (sec) (g) 0.2 1.438 (SMs, Site Class D) 1.0 0.743 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4648 Longitude = - 122.2642 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.507 4(2 s 0 kci 5 7 Period Sa (sec) 0.2' 0.959 Ds, Site Class D) 1.0 0.495 D1, Site Class D) Lai - Long r ender: 1 nis page neips you tiny Latitude anu Longi... rage of 1 •~Satellite signals Silveniate How do I find my lat and long ? What is my latitude and longitude ? Fat City :sno atr Nrill ernd e ithn : Ee Remo Highlanas Maker j Ma le 4 Kent k' p. ; .. Coveiton Valley . Aubu Waiters :0 41,1 f�t18 h; = Map data '02009 Goo Latitude = 47.4648, Longitude = - 122.2642 Lat = 47 degrees, 27.9 minutes North Long = 122 degrees, 15.9 minutes West (Optional) Pointing angles to satellite orbit lo ngitude 13 East Hotbird ............. _....... Ignore the satellite pointing angles until you are familiar with finding your latitude longitude location. If you want dish pointing select the satellite and click the map afterwards. Possible problems with this page: Do page refresh if you do not see 6 square navigation boxes (north /south /west /east navigation and + /- on the left and 3 rectangular boxes at the top of the map. Firefox: If you get a "Warning - Unresponsive Script ", click "Continue ". It is OK and will take just a few more seconds to complete loading the map. If it takes ages to load check your browser caching is turned on. There may otherwise be multiple attempts to download all the map markers. I am reducing the number of my map markers as the basic satellite map database has more towns and cities added. SAT -NAV GPS from Amazon USA, prices in US dollars Latitude and Longitude You Don't Need a GPS Nexus One by Google Shows Maps w/ Navigation & Street View. View Site Ms by Instructions to determine your latitude and longitude: Practice first. Put your mouse cursor near your location and double click or just drag the map. The map display will move so that the selected point is in the centre. The latitude and longitude of the centre of the map is then shown below the map. Or type the town, country, zip code or post code in the box below, for example: chicago 35035 paris france london CM2 bad 1. ore- adelaide- lages- 1-irrerpotT Centre the map around 1368 southcenter blvd tukwila wa. '�OUTN o refine t the accuracy o o . i ude a d ��"~ longitude, click on the plus sign o in the navigation boxes at the upper left side of the map. The scale will change so that you can home in accurately on your location. Repeat. Choose the Satellite or Hybrid map version to see the satellite photo image of the ground. You may left click your mouse and drag the satellite map. Next step: If you want satellite dish pointing, select the satellite at the lower left pull down menu box and click the map again (to recalculate the pointing angles) • Ads by Google Asia Map Driving Maps Map Finder Highway Map Free GPS Map Latitude is North - South ( up and down ! ). Longitude is West - East ( sideways !). Latitude is zero on the equator and positive in the northern hemisphere and negative in the southern hemisphere. Longitude is zero on the prime meridian - home of Greenwich Mean Time and is positive to the east, across Europe and Asia. Longitude is negative to the west, across the Atlantic and the Americas. Read about the history of latitude and longitude. Further explanation of latitude and Longitude from National Atlas (USA) Write down your lat/long location co- ordinates for future reference. Try comparing with your sat -nav GPS navigator tracker receiver position ?. 27th April 2006: GPS sat -nay map type display is now added. The whole map system has been upgraded to Version 2 which now includes detailed street maps for UK, France, Spain and Europe road maps with towns - even in Hungary, which suits me for my cycling holidays!. 6th June 2006: I have added satellite dish angle calculation. Its use is optional. Select the satellite you want to see and then doubleclick on the map. Go to maps to see an index page with a listing of all the map pages. Tell me if you want a page made for your country. Navigation links, to my satellite dish pointing angle calculator or to explanation of latitude SAT -NAV GPS and longitude from Amazon UK, Discussion forum for latitude longitude finder page Lamer satellite photo image viewer for finding Prices in GB pounds Your home as seen from space ez? http: / /www.satsig.net /maps /lat- long - finder.htm 1/18/2010 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: enfl688�pacbell net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 %r�goiGi ��EL. Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers 8-mail: anf16S8®pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 1:? /,a FP 59 vV f cur 3°' wP 01417 We FPg A51) hsp 0 W Jos No. By DATE SH. OF 7 -Foe suprki( kpm wily() Loa (.167e h ML) z Pb ANT & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail: anf1688@paebellmet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 ve4rit4c. wipz, 4)2- @, Joe No. By DATE S14. OF Liz tpai cot Ce._ :7 Ew-irgi 41r OK, MFG. SPEC. )R TRANS CLIP AFG. SPEC. NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- TYPICAL CLG. CABANA SUPPORT 8 ® 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. O GYP. BOARD SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L. O CROSS TEE BAR SEE ARCH'L. ® MAIN TEE SPLICE PER MFG. SPEC. NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS ® CHANNEL MOLDING ® ACOUSTICAL PANEL F. SEE ARCH'L. O MAIN TEE BAR SEE A O GYP. BOARD SEE AR( O CROSS TEE BAR SEE ® 1 ix4x18GA METAL S O.C. W/ 2 - #8 SCRE O TRANSITION CLIP PER MFG. SPEC. ® 12GA. HANGER WIRE SPEC. SEE ARCH'L. NOTE: DETAIL SHOWS GENERAL ALL ADDITIONAL PARTS BE PER ARMSTRONG CE REQUIREMENTS AND SPI T -BAR CURVED CEILING 15 TYP T -BAR CEILING [9 TYP R MFG. O1 #10 SCREW EA. FLANGE EACH STUD. TYP. ®(E) MTL. DECK W/ CONC. TOPPING 3 1 9n ( LATI TRAGIC W/ PL. 8 "x6 "x14GA. ®24 "O.C. W/4 XALH32 TO (E) 1AC rw1 ncru Tel: (626) 448-8182 ANF & ASSOCIATES Fax (626) 448-8092 E-mail: anf1688®pacbell.net • Consulting Structural En eers il 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 LnA9 Pry 4?4-foel---= JOB No. By DATE SH. OF -P0e, VC/R-TICA Ter 2)-0 ?14,X 0\1119 WILT; e -0 o, pi/, 4/-o SUSPENDING FILING WIRE TOP CONN. DETAIL 119 01 ARMSTRONG DRYWALL GRID SYSTEM MAIN BEAM OZ ARMSTRONG DRYWALL GRID SYSTEM RADIUS CLIP 03 ARMSTRONG DRYWALL GRID SYSTEM CROSS TEE NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS Ii WIRE TOP CONNECTION E DETAIL 19/- 2' -0" 2' -0" 4' -0" TYP O N X DETAIL iy5orzoe 12 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers &mail: anfl688©pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 JOB No. By DATE SH. OF IANNEL MOLDING OUSTICAL PANEL SUSP CLG. E ARCH'L. IN TEE BAR SEE ARCH'L. BOARD SEE ARCH'L. )SS TEE BAR SEE ARCH'L. ■NSITION CUP PER SPEC. ;A. HANGER WIRE PER MFG. :C. SEE ARCH'L. /8x6x18GA METAL STUD ® 16" O.C. :RE OCCURS SEE PLAN NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS NOTE. FOR WIRE TOP CONNECTION SEE DETAIL 19/- 2' -0" x U Q' 4' -0 SEE ARC 3'-0" SEE ARCH'L. Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 E-mail: anf1688®pacbellmet Consulting Structural Engineers 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 rpK C op,4 C 0.4c ouer, Jos No. By DATE SH. OF 4 0 v 1M1'° 1--/ ci otNIS 1,4F 27,-rt .p 3V, V' iv? tz 4/41 P I SEE STRUCTURAL FOR CONNECTION DETAILS c o�rSt�nl (� ¢1.4 I fo/ .,.,,- sr LIGHT FIXTURE, SEE ELECT. DWGS. PLYWOOD Q. 12" STEEL TRACF: STEEL STUD FRAMING PER STRUCTURAL 11' -0" 46' GYPSUM BOARD, (TYP) COLOR & FINISH PER SCHEDULE AF.F. V �j F.O.S. CEILING AT CONCOURSE REF: 6 /A2.1 NODEI RETAIL Nadel Studio One, Inc. 1990 South Bundy DAve Fourth Floor Los Angeles, CA 90025 T. 310.8292100 F. 310.829.0182 wwwnadelarc.com Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688Qpecbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 4 1") Joe No. Br DATE SM. OF 110 SEE STRUCTURAL F' kgi 1, _11111=11•WIL 4 411/ Yst DON DETAILS 1' -11 1/2" STEEL STUD FRAMING AND BRACING. PER STRUCTURAL 1 1/2" MIN. AIR GAP . DWGS. REFRIG. DISPLAY CASE. FURNISHED & INSTALLED BY OTHERS. COORDINATE W /REFRIG. CONTRACTOR 10" STEEL TRACK %" GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE 19' -0' A.F.F. F.D.S. WIRE HANGERS, TYPICAL CONTINUE WALL FINISHES TO 6" ABOVE CEILING 13' -6' A.F.F. MAIN SALES CLG. LINE --SUSPENDED CEILING. SEE A -2.0 %" GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE 7' -0' A F F FIN. FLR. 1- CO SUSPENDED WALL AT MAIN SALES AREA REF: 12/A2.1 T2 4 19' -0' A.F.F. ',f) pc. eb' - -° bit, P12' -6' A.F.F. PRODUCE SALES CLG. LINE F.D.S. 11 1' -11 1 /2" .1 1/2" MIN. AIR GAP BEE REFRIG. DWGS. SUSPENDED CEILING. SEE A -2.0 LIGHT FIXTURE, SEE ELECT. DWGS. )4" PLYWOOD 10" STEEL TRACK 7' -0' A.F.F. FA.S. STEEL STUD FRAMING PER STRUCTURAL IV GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE 114 FLR. REVpDONS: A DATE J00 NO, AFT NIOBE ' . Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 E-mail: Consulting Structural En eers anf16881@paebellnet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 pwL TP (a) fA/6,,,e, tiTt(fr _ f.rie Joe No. By DATE SH. OF, piL 11-511((t2-- 7 5101:1 vFolt 411 T i) 7- /..‹). bet >), -RR ()4(-/-1 72 7‘21'- 11.1, tit"( :TA 3)(611ZY oAi It6S1(- Tel: (626) 448 -8182 A N F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engin E -mail anfl688Qpacbell net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 01) 6" 64615, 4r F°K T °P 4, is°rr°N 27iittiZ JOB No. By DATE SH. OF 'c' T ki5 iv . ov U *�--. E- W D 1R, pAR. sii 0, Hl, PIS- 15Art. °F 64413 F4 • LENTON' Features • Meets or exceeds major international building code and Department of Transportation requirements, including Caltrans' Ultimate Splice requirement, IBC ®, UBC® and ACI® 318 Type 2, DIN 1045, BS8110, BNFL, and BS5400 • Uses standard rebar; requires no bar -end preparation such as sawing or swaging — ideal for in -situ splices • Is smaller than other bolted splices currently available • Performs like a continuous piece of rebar • Works in repair, bent bar, retrofit, precast closurepour and new construction applications • Meets slip criteria. of Tess than 0.10 mm (0.0039 in) • Provides superior fatigue performance • Works with a variety of standard U5 and international rebar grades • Installs quickly and easily using simple hand tools — does not require special skilled labor • Allows for simple visual inspection • Works as one -step transition on ASTM (in-lb) and metric rebar Patent no. 7,107,735 / 7,093,402. Additional patents in other countries. LENTON® CIS Mechanical Rebar Splicing System LENTON® LOCK, a new in -situ rebar splice from ERICO®, requires no bar -end preparation. It is ideal for new construction, repair or retrofit applications. The LENTON LOCK coupler features patented gripping technology that provides for the development of full rebar strength and improved overall structural integrity in tension, compression, stress - reversal and dynamic applications. This innovative mechanical rebar splice is designed for use in column splicing, bridge applications, piling, splicing to protruding dowels cast in concrete, closure pours, beams, chimney construction and other demanding splicing applications. LENTON LOCK couplers meet or exceed major international building codes and Department of Transportation (DOT) requirements, including Caltrans' Ultimate Splice requirement. LENTON LOCK couplers allow for easy and simple field installation since no bar -end preparation, sawing or swaging is necessary. The couplers can be installed with just a standard wrench or an impact wrench depending on coupler size. The bolt heads will shear off when proper installation tightness has been reached, which allows for completely visual inspection. LENTON LOCK works as a one -step transition on ASTM (in-lb) and metric rebar. For Canadian rebar sizes, contact ERICO for transition compatibility. The completed connection performs similar to a continuous piece of rebar. In testing, the couplers demonstrated less than 0.0039 in (0.10 mm) of slip. ERI '.O' • LENTON° LENTON® LOCK Mechanical Rebar Splicing System Simple 1 -2 -3 Installation: 1) Insert the LENTON® LOCK coupler 3) Repeat steps 1 & 2 with the second over reinforcing bar 1. reinforcing bar on the other side of the coupler. 2) Tighten bolts from the center to the end to secure onto the first reinforcing bar. Product Specifications This cutaway shows LENTON LOCK's patented gripping technology on the inside of the coupler and patented round bolts on the outer edges of the coupler. Side view of coupler Rebar Designation - Coupler Part Number Leng h (L) mm 127 Out Diameter -. In 1.1 Ide (d) mm 29 Insltle Diameter in 0.6 1 mm I 15 We Ib 1.2 gilt kg ` 0.6 Socket 'F m 1/2 Size mm 13 Ave • Torque: Bolts ft Ib 150 age All - N m 205 Nu ber of Bolts } : . !.;,7111 Lb* - Metric* 10 Canada - Softy Metric 10 LL12B1 in 5.0 6 44 12 10 M 13 LL1281 5.0 127 1.1 29 0.6 15 1.2 0.6 1/2 13 150 205 6 t .A1 r tr4 ryn '..."" s- .; -+� L1s:156 !a ,j.5 • i'4, Y , 'trIsr 07 � ".,1� 1 7m'?; 69 x, 1/2 *; F1 4-qo a,.:1(6 ? 6 1 #NS;1 W ' �6;t� , it 1-S M.. y.N1t tF Jd k+i,16-• i t.,LC„166)�'�i '6:- wt+i...,159� ., �1+4' � 1. �,0� i :"`l�� ..Rf S 2rcTM1 ! 1 09� §- ilyL f t V.. ,. �,•',. 5�� ut5Ui#�, r�'2 ©�� '3'��'6��`Ft . u - 18 - a LL20B1 7.5 191 1.6 41 0.9 24 3.1 1.4 1/2 13 150 205 8 #6 20 20 M 19 LL20B1y;, 7.5 191 1.6 41 0.9 24 3.1 1.4 1/2 13 150 205 8 ° #Z f. 6,,,A ' 'r` -,,,,,..;,-;:,:„4,--% nom a " `k22� faCLZ26 r•:�w/> uZ22� �il ? � r y,,48� 1�V� a X28, � . 5�� ..r. ?i'tb 4.r it'' $ �'�5/$v : ;M 1- tit +:+�r� *z�0 r�3401str•. -r:•7t �hc8�¢ #8 25 25 M 25 LL25B1 10.0 254 2.1 54 1.2 30 7.4 3.4 5/8 16 350 475 8 ; „9, f7 30. $ 1' 1 29 v9 1.14$8,14 'r• t t' '3l 28ti7)• , :24 ,1 60z 1 3 g. 0 ' 4 54 +a 1 + /8 r { 6 ,+ '" ?359Ji 4 7 z ;,;10. ;. ,... 't .Q c� _ Vie; °% 1 LC28B10 •34" 28i; 2 °4 160 ( 1 •3si ,.'34 11 1Q.2 . t 6se 5/8.. , ',2 6. 4n 50`wf?d ,4751 tr ltdlr'te. #10 32 - 32 LL32B1 12.7 323 2.6 65 1.5 38 13.1 5.9 13/16 21 500 680 8 : t : . u ; 34 rt . ° .. 4 LL3681 43 ` 14.1 3 5 § 4 " V , 8 4- 2 1 , [43: 'f a4 ' 5j27- '3Tit f.7-.9 './ 1 ;x 1 3/16' ' 2`1' .`55044 • 740,11 j.r- '. ,: . .: 111 :-i T3511 ts1i: tt,3f 1" 0,4e !Mu,t s 38., Wi8 it 0 2t1 4.17' 143 4417?? ?a9' 13067 ,.. ,,k 11 „„i.5 50 ;750 '• # i0'i is - 38 - - LL40B1 15.7 400 3.1 80 1.9 47 24.0 10.9 13/16 21 580 790 12 - 40 - a LL4OB1 15.7 400 3.1 80 1.9 47 24.0 10.9 13/16 21 580 790 12 NOTES • Works as one -step transition. • Dimensions shown in chart are typical. Bolt length may vary after the bolt heads are sheared off. • When using air impact wrench check the air pressure, torque rating and air flow requirements before starting installations. • Refer to installation instructions for information on DIN slip or Caltrans Ultimate Splice requirements. • Refer to complete installation instructions provided with the product or available at www.erico.com before commencing installation. WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. ACI is a registered trademark of the American Concrete Institute. IBC is a registered trademark of the International Code Council. UBC is a registered trademark of the International Conference of Building Officials. Copyright ©2009 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. www.erico.com Fb ERIC C8515 -NAEN CI67LT09NAEN 001 WB9 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688Qpacbell net 9420 Te1star Avenue, Suite 118, El Monte, CA 91731 1) gm) 1 k CP Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers E-mail: anf1688@paebell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Pr ourr f 1 pc e 3 )ce 7—"'"' -174= 11,5 rh roll or 3 12 NE 2.000 3 polo() 4 It 715 PP/710)0 trpoweoi ' Jos No. By DATE SH. OF 4,11$14tAir. PP 7 / ex -11 it.. Pr tA) Ailf> WIPP 2 e t 3150 —OK_ "14t Poo Al -:-.110 tiripoose p)K._ 117511 -*------/riv-_ Mk/ 115 ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstaf Ave., Suite 118, El Monte. CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 7:57AM, 20 JAN 10 Rev: 580000 User: KW -0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407seafoodcity .ecw:Calculations Description new is beam for unit grid b General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : TS14X4X1/4 Center Span Left Cant. Right Cant Lu : Unbraced Length 32.00 ft 0.00 ft 0.00 ft 16.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Point Loads Note! Short Term Loads Are WIND Loads. Dead Load Live Load Short Term Location #1 #2 0.340 0.340 0.220 0.220 9.000 13.000 Summary #3 0.340 0.220 17.000 #4 0.340 0.220 21.000 #5 #6 #7 k k k ft Using: TS14X4X1/4 section, Span = 32.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 16.00ft, LDF = 1.000 Actual Allowable Moment 17.226 k -ft 68.310 k -ft fb : Bending Stress 7.656 ksi 30.360 ksi fb / Fb 0.252 : 1 Shear 1.657 k 64.400 k fv : Shear Stress 0.237 ksi 18.400 ksi fv / Fv 0.013: 1 Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.556 in 992.9 : 1 691.0: 1 [Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only (5 Center aA Center (a. Cants Cants Max. M + 17.23 k -ft 11.92 17.23 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 1.66 k 1.19 1.66 k Shear @ Right 1.52 k 1.10 1.52 k Center Defl. Left Cant Defl Right Cant Defl -0.556 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft -0.387 0.000 -0.556 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.66 1.19 1.66 k Reaction @ Rt 1.52 1.10 1.52 k Fa calc'd per Eq. E2 -2, K'Ur > Cc Section Properties TS14X4X1/4 Depth 14.000 in Weight 29.18 #/ft Thickness 0.250 in Ixx 189.000 in4 Width 4.000 in lyy 25.800 in4 Sxx 27.000 in3 Area 8.59 in2 Syy 12.900 in3 Rt 2.000 in R -xx 35.400 in Values for LRFD Design.... R -yy 1.730 in J 77.000 in4 Zx 4.690 in3 Zy 14.300 in3 0 ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope: Job # Date: 7:57AM, 20 JAN 10 I Rev: 580000 User KW-0600953, Ver 5 8 0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description new is beam for unit grid b Steel Beam Design Page 2 29407seafoodcity.ecw: Calculations Sketch & Diagram O.56k 0.56k 0.56k .56k 32ft Mmax = 17.2k -ft Dmax = - 0.556in Rmax = 1.657k Vmax left = 1.657k u BeuJitig IyLltlreots Rmax = 1.517k Vmax ®rt= 1.5, u Location ffll Location re) Location fftl 4, • Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers E-mail: aaf1688©pacbellmet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 611v-1( (.) (If 16 cpUi -Tyr 1 4 4igoefe Co 4 .4, 4 ; ritoCr &�4 .4 KL:v° +CA e.o 73‘0. 6tt CPA/ 0 vr. 6,7 ie 617 JOB No. By DATE SH. OF h. n) Ii Kb 0 K N 7 . I ' i 1 I 1 I :.-. ...,. 0 ,..„ r-1 - I .• ' i ) 1 i p c: x 17 7 I I • A., (h. .. -,.., r4 .1 '. 1 i ,A : -.' int = rr ■ , -c--. • OA .:09} V ugh 1.7 _ .., rn ,•:: zis _ w -e II %iv 1 9 ....,....z.......2-, M i I N 7 Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers E-mail: an(1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 •'k7.121 356 LT5174-44'4 (T...) v): 1 .it ki-t)9 pop To 7141-9 Co L.-- 111, 0 L ry0L, " ? 5,5 J013 No By DATE SH. OF whvi) 5 x57c-x2- 4,10 •-;)-tott 7P Is X e).t 4 5.0.- v.4.0 I 11- <Pk Ne 45 Wid (teh, f_J fCJ7 AciTopac__ L04.0 3iI1( Jx116-)c5,5 6,2 5. -6‘j+ 7t41e,.S1‹ 94,t11) L-41) ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:38PM, 20 JAN 10 Rev: 580000 User: KW- 0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407 seafoodcity. ecw. Cal cul ations Description ts1 2x4x5/1 6 General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : TS12X4X5/16 Center Span Left Cant. Right Cant Lu : Unbraced Length 25.50 ft 0.00 ft 0.00 ft 0.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 46.O0ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Point Loads Note! Short Term Loads Are WIND Loads. Dead Load Live Load Short Term Location #1 #2 0.350 0.350 0.300 0.300 6.000 14.000 Summary #3 #4 #5 #6 #7 k k k ft Using: TS12X4X5/16 section, Span End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv = 25.50ft, Fy = 46.0ksi .00ft, LDF = 1.000 Actual Allowable 64.515 k -ft 30.360 ksi 8.419 k -ft 3.962 ksi 0.131: 1 1.196 k 0.159 ksi 0.009: 1 69.000 k 18.400 ksi Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.212 in 2,104.4 : 1 1,445.9 : 1 I Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Maximum 8.42 k -ft 1.20 k 0.92 k -0.212 in 0.000 in 0.000 in 0.000 ft Reaction @ Left 1.20 Reaction @ Rt 0.92 Fa calc'd per Eq. E2 -1, K'Ur < Cc « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Only na. Center (5 Center an. Cants (a? Cants 5.72 8.42 k -ft k -ft k -ft k -ft 0.83 1.20 k 0.68 0.92 k -0.145 0.000 0.000 0.000 0.83 0.68 0.000 0.000 0.000 0.000 -0.212 0.000 0.000 0.000 1.20 0.92 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in k k Section Properties TS12X4X5/16 Depth 12.000 in Thickness 0.313 in Width 4.000 in Area Rt Values for LRFD Design.... J 9.36 in2 2.000 in 76.900 in4 Weight Ixx l yy Sxx Syy R -xx R -yy Zx Zy 31.79 #/ft 153.000 in4 26.600 in4 25.500 in3 13.300 in3 33.300 in 1.690 in 4.050 in3 15.100 in3 • ' ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:38PM, 20 JAN 10 Rev: 580000 i User: KW-0600953, Ver 5 8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 2 29407 seaf oodd ty. ecw: Ca Icul ations Description is 12x4x5/16 Sketch & Diagram 6.65k 0.65k Rmax = 1.196k Vmax ® left = 1.196k 25.5f1 Mmax = 8.4k-ft Omax = - 0.212in Rmax = 0.915k Vmax =0.9- 0 6 MI° Location fltl Location fit) Location 1111 3 45.-r 6 6.• ■ ......., -10...2.1 TS eXe XV .169 RTNr 13 M. , OA' I , I ; i' .1;;T;IR2' //MM.."' "75;;;;;;;;;;;,,,L;71.7.%::::■,r, .., 1 I (N)T.O. STEEL BM. ,, TS6x6x5/1.6iRTN..BM...: i ..... .. .,:t '•,, r: I ii . -F I 11,, it,•• • t.:.. i --15600716 RTN. BM. —TS6,16ii5711I4RTN:-BM:-t — ' /," 0•• /O. 0 / 0' 7 „..t, I I i • To.A.thA/48,1Mmtigi. 3520X8X1/2..CONT -,j li•-•■=11-7-1513x8x5/46 'ITIN...-BM _i_ ......-- _ _ "' Y.'''. . ''...IN- I' ■ - <N>13.0. STEEL BM. — 1 1 zrzatonsewttwommrai 1 i I t . i I L_..._....L. i 1 t • • 52'-6' T.O. COPING 4T-11' T.O. COPING 44'-1' (E) T.O. COPING 26.-4' (E) T.O. COPING * IT-4' CO T.O. COPING 0'-0' (E.) FIN. FLR. STELL FRAME ELEVATION AT WINDOW MOUNS 1/8s5,1.E—o. 2 2-40)(gb 1 to um s FRA He 1 I 5 zprifotc/r- -r5z0(1-Y-Yto I A i4t,t, Kecirt°1'1- vircr urrcie'T co LL Iv Gr T s.7"1"c Results for LC 1, tl+wl ANF & Associates MMW ti? variat: 5ortolel (--r Jan 19, 2010 at 3:44 PM 29407seafoodcity-sign-MOLINS.r3d Loads: BLC 1, tl ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407s eafo od ci ty- sign -MO L I N S . r3d Loads: BLC 2, wl ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity- sign -MOLI NS. rid N22 < 7 co N &23 Q N-33 N24 N 2 4i �r \� %`N 17 N6 m 0 co 2 cY) 2 2 02 %N 18 N16 co 2 N15 \N20 N5 N5 Loads: BLC 3, ANF & Associates MMW &(( Jan 19, 2010 at 3:46 PM i 29407seafoodcity- sign- MOLINS.r3d • Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:46 PM Checked By: Joint Reactions (Bv Combination) LC Joint Label X rk Y rk Z rk MX rk -ft MY rk -ft MZ rk -ft 1 1 N1 .41 24.15 1.96 ' 1.995 -4.957 158.918 2 1 N5 -.41 24.15 1.958 1.983 4.946 - 158.918 3 1 N10 0 0 4.114 0 0 0 4 1 N13 0 0 4.166 0 0 0 5 1 N9 0 0 3.647 0 0 0 6 1 N12 0 0 3.625 0 0 0 7 1 N7 1.13 0 3.674 0 0 0 8 1 N8 -1.13 0 3.672 0 0 0 9 1 N11 0 0 7.183 0 0 0 10 1 N14 0 0 8.035 0 0 0 11 1 N3 0 0 1.504 0 0 0 12 1 N2 0 0 1.304 0 0 0 13 1 N4 0 0 2.381 0 0 0 14 1 N6 0 0 2.868 0 0 0 15 1 N16 0 0 1.533 0 0 0 16 1 N15 0 0 1.301 0 0 0 17 1 Totals: 0 48.3 52.925 18 1 COG (ft): X: 21.75 Y: 20.62 Z: -.149 e(-7 RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 1 ° Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:46 PM Checked By: Joint Deflections (BV Combination) Joint Label X finl Z Rotation frad 1 1 N1 0 0 0 0 0 0 2 1 N2 0 -.449 0 _ - 1.691e -3 1.633e -3 3.396e -3 3 1 N3 0 -.415 0 -1.481e-3 2.197e -3 3.01e-3 4 1 N4 0 -.595 0 - 1.815e -3 3.397e -3 4.969e -3 5 1 N5 0 0 0 0 0 0 6 1 N6 0 -.595 0 - 2.034e -3 - 4.032e -3 - 4.969e -3 7 1 N7 0 -.29 0 - 1.276e -4 - 1.875e -5 - 1.2e -3 8 1 N8 0 -.29 0 - 1.27e -4 1.837e -5 1.2e -3 9 1 N9 0 -.275 0 - 1.96e -4 - 3.683e -4 - 1.755e -3 10 1 N10 0 -.283 0 -1.001e-4 - 7.592e -4 - 1.554e -3 11 1 N11 0 -.272 0 - 3.73e -4 - 1.044e -3 - 1.735e -3 12 1 N12 0 -.275 0 - 1.937e -4 3.621e-4 1.755e -3 13 1 N13 0 -.283 0 - 1.373e -4 8.066e -4 1.554e -3 14 1 N14 0 -.272 0 - 4.517e -4 1.311e-3 1.735e -3 15 1 N15 0 -.449 0 -1.691e-3 - 1.624e -3 - 3.396e -3 16 1 N16 0 -.415 0 - 1.613e -3 - 2.276e -3 -3.01e-3 17 1 N17 .145 -.673 0 - 2.182e -3 - 4.032e -3 - 4.969e -3 18 1 N18 .082 -.477 0 -1.761e-3 - 2.276e -3. -3.01e-3 19 1 N19 .058 -.514 0 - 1.838e -3 - 1.624e -3 - 3.396e -3 20 1 N20 0 -.004 0 - 1.475e -4 0 0 21 1 N21 -.122 -.665 0 - 1.962e -3 3.397e -3 4.969e -3 22 1 N22 -.079 -.472 0 - 1.628e -3 2.197e -3 3.01e-3 23 1 N23 -.058 -.514 0 - 1.839e -3 1.633e -3 3.396e -3 24 1 N24 0 -.004 0 - 1.475e -4 0 0 25 1 N25 0 -.195 -.145 - 7.074e -4 - 1.46e -3 7.768e -4 26 1 N26 0 -.323 0 - 2.058e -4 5.236e -4 - 1.007e -3 27 1 N27 0 -.323 .003 -2.141e-4 1 - 5.195e -4 1.007e -3 28 1 N28 0 -.195 -.172 -9.271e-4 1.711e-3 - 7.768e -4 29 1 N29 0 -.191 -.095 - 3.734e -4 - 9.57e -4 - 5.298e -5 30 1 N30 0 -.323 .004 3.648e -5 2.357e -4 - 5.472e -4 31 1 N31 0 -.323 .005 4.708e -5 -2.311e-4 5.472e -4 32 1 N32 0 -.191 -.1 - 5.061e -4 9.969e -4 5.298e -5 33 1 N33 0 -.184 -.064 - 5.843e -4 - 7.106e -4 3.335e -4 34 1 N34 0 -.323 -.005 - 1.852e -6 3.762e -4 - 7.004e -4 35 1 N35 0 -.323 -.005 1.268e -6 - 3.759e -4 7.004e -4 36 1 N36 0 -.184 -.063 - 5.837e -4 7.089e -4 - 3.335e -4 37 1 N37 0 -.175 -.008 - 1.525e -4 - 5.999e -5 - 2.028e -3 38 1 N38 0 -.323 -.003 - 1.152e -4 9.26e -5 - 7.137e -4 39 1 N39 0 -.323 -.003 - 1.151e -4 - 9.266e -5 7.137e -4 40 1 N40 0 -.175 -.008 - 1.509e -4 5.99e -5 2.028e -3 de>.(--fr RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 2 Company : ANF & Associates Designer : MMW • Job Number : Jan 19, 2010 3:47 PM Checked By: Member ASD Steel Code Checks (By Combination) LC Member Shaoe UC Max Locfftl Shear U... Locfftl Dir Fafksil Ftfksil Fbvfksil Fbzfksil Cb Cm v Cmz Ean 1 1 M5 TU20X8X8 .524 0 .069 0 22.473 27.6 27.6 30.36 2.044 .85 .85 H1 -2 2 1 M6 TU20X8X8 .169 0 .013 0 z 22.473 27.6 27.6 27.6 1 .85 .85 H1 -2 3 1 M7 TU20X8X8 .524 14.5 .069 14.5 y 22.473 27.6 27.6 30.36 2.044 .85 .85 H1 -2 4 1 M14 TU8X6X5 .359 8.76 .048 8.76 y 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 5 1 M15 TU8X6X5 .212 2.87 .037 0 z 19.301 27.6 27.6 27.6 1 .85 .85 H1 -2 6 1 M16 TU8X6X5 .358 5.74 .048 5.74 y 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 7 1 M17 TU8X6X5 .369 8.609 .047 8.609 v 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 8 1 M18 TU8X6X5 .225 14.5 .037 14.5 z 19.301 27.6 27.6 27.6 1 .85 .85 H1 -2 9 1 M19 TU8X6X5 .375 5.891 .047 5.891 v 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 10 1 M20 TU8X6X5 .532 8.609 .065 14.5 z 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 11 1 M21 TU8X6X5 .329 14.5 .067 14.5 z 19.301 27.6 27.6 27.6 1 .85 .85 H2 -1 12 1 M22 TU8X6X5 .554 5.891 .077 0 z 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 13 1 M23 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 14 1 M24 TU6X6X4 .035 0 .011 0 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 15 1 M25 TU6X6X4 .035 0 .011 0 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 16 1 M26 TU6X6X4 .035 0 .011 0 26:513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 17 1 M27 TU6X6X4 .035 0 .011 0 v 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 18 1 M28 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 19 1 M29 TU6X6X4 .035 0 .011 0 v 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 20 1 M30 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 21 1 M25A TU6X6X5 .140 0 .015 0 v 23.547 27.6 30.36 30.36 2.258 .676 .428 H1 -2 22 1 M26A TU6X6X5 .135 8.33 .007 0 z 23.547 27.6 30.36 30.36 2134 .344 .466 H1 -2 23 1 M27A TU6X6X5 .350 8.33 .026 0 v 23.547 27.6 30.36 30.36 2.14s .422 .462 H1 -2 24 1 M28B TU6X6X5 .159 0 .019 0 y 23.547 27.6 30.36 30.36 2.3 .611 .274 H1 -2 25 1 M29B TU6X6X5 .123 8.33 .014 0 v 23.547 27.6 30.36 30.36 2.3 .267 .232 H1 -2 26 1 M308 TU6X6X5 .129 8.33 .017 0 y 23.547 27.6 30.36 30.36 2.3 .498 .203 H2 -1 27 1 M31 TU6X6X5 .164 0 .019 0 v 23.547 27.6 30.36 30.36 2.3 .52 .274 H1 -2 28 1 M32 TU6X6X5 .123 8.33 .014 0 y 23.547 27.6 30.36 30.36 2.3 .276_ .232 H1 -2 29 1 M33 TU6X6X5 .129 8.33 .017 0 y 23.547 27.6 30.36 30.36 2.3 .516 .203 H2 -1 30 1 M34 TU6X6X5 .134 0 .019 0 y 23.547 27.6 30.36 30.36 2.258 .906 .428 H1 -2 31 1 M35 TU6X6X5 .135 8.33 .008 0 z 23.547 27.6 30.36 30.36 2.134 .254 .466 H1 -2 32 1 M36 TU6X6X5 .350 8.33 .026 0 v 23.547 27.6 30.36 30.36 2149 .427 .462 H1 -2 RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 3 Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:47 PM Checked By: Member Primary Data J Joint n Li T Material Design Rul 1 M5 N1 N7 TU20X8X8 Tube Beam A500 46 Typical 2 M6 N7 N8 TU20X8X8 Tube Beam A500 46 Typical Typical 3 M7 N8 N5 TU20X8X8 Tube Beam A500 46 4 M14 N2 N9 TU8X6X5 Tube Column A500_46 A500 46 Typical Typical 5 M15 N9 N12 TU8X6X5 Tube Column 6 M16 N12 N15 TU8X6X5 Tube Column A500_46 A500 46 Typical Typical 7 M17 N3 N10 TU8X6X5 Tube Column 8 M18 N10 N13 TU8X6X5 Tube Column A500 46 Typical Typical 9 M19 N13 N16 TU8X6X5 Tube Column A500 46 10 M20 N4 N11 TU8X6X5 Tube Column A500_46 A500 46 Typical Typical 11 M21 N11 N14 TU8X6X5 Tube Column 12 M22 N14 N6 TU8X6X5 Tube Column A500 46 Typical Typical Typical Typical 13 M23 N4 N21 TU6X6X4 TU6X6X4 Wide Flange Wide Flange Beam Beam A500 46 A500 46 14 M24 N3 N22 15 M25 N2 N23 TU6X6X4 Wide Flange Beam A500 46 16 M26 N1 N24 TU6X6X4 Wide Flange Beam A500 46 Typical Typical 17 M27 N6 N17 TU6X6X4 Wide Flange Beam A500 46 18 M28 N16 N18 TU6X6X4 Wide - Flange. Beam A500 46 Typical Typical 19 M29 N15 N19 TU6X6X4 Wide Flange Beam A500 46 20 M30 N5 N20 TU6X6X4 Wide Flange Beam A500 46 Typical Typical 21 M25A N25 N29 TU6X6X5 Tube Column A500 46 22 M26A N29 N33 TU6X6X5 Tube Column A500 46 Typical Typical 23 M27A N33 N37 TU6X6X5 Tube Column A500 46 24 M28B N26 N30 TU6X6X5 Tube Column A500 46 Typical Typical 25 M29B N30 N34 TU6X6X5 Tube Column A500 46 26 M30B. N34 N38 TU6X6X5 Tube Column A500 46 Typical Typical 27 M31 N27 N31 TU6X6X5 Tube Column A500 46 28 M32 N31 N35 TU6X6X5 Tube Column A500.46 Typical Typical 29 M33 N35 N39 TU6X6X5 Tube Column A500 46 30 M34 N28 N32 TU6X6X5 Tube Column A500 46 Typical Typical 31 M35 N32 N36 TU6X6X5 Tube Column A500 46 32 M36 I N36 N40 TU6X6X5 Tube Column A500 46 Typical 46 to RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 4 43'-O 1 4' -4. 1 4.-4* 14'-4 4r-49ALL SUPPORT TSfilt64/16 RTN. 6 Tsexexs /rip siN. sm. 25'-4' (N)B.O. STEEL BM. 8EHJND TO (E)WJN ROOF • -- - -- - 4 16ii6 -3ii /11FRTN. BM.--..E t i . t TSR,(641 ii.RTN". i TSBx8x5/16 RTN. BM. AT RTNr-WALL SUPPORT-- TSBittx5Y1B1RTNreM. AV. -•••••■•■%. • .■ TSBx8x5/16 RTN. em. [ BEHIND TO (E)MAIN ROOF -1S6i6Z5/1 ,....■••••••••••1, 3- TS8M3 N.-8M • 52.-6' 4, T IL COPING 49'-11' T.O. COPING CD T.. COPING (D Tn. COPING 19'-4' 4, (E) T.O. COPING (0 FIN. FLR. STELL FRAME ELEVATION AT MAIN SUPPORT • I1/8=1'-O" I I -.3k/ft -13. Loads: BLC 1, tl Solution: Envelope ANF & Associates MMW N18 66E- t1 oc..06 D-01.u7r rurtrioii F-0 kCE- F'2 1441,07- rap_cu, N24 Jan 18, 2010 at 7:10 AM 29407seafoodcity-sign-SUPPORT-... • Loads: BLC 2, wl Solution: Envelope ANF & Associates MMW Jan 18, 2010 at 7:10 AM 29407seafoodcity- sign - SUPPORT -.. Company : ANF & Associates • Designer : MMW Job Number : Jan 18, 2010 7:10 AM Checked By: Envelope Joint Reactions Y fkl Z fkl -ftl Ic MZ fk -ft 1 N18 max -.03 1 15.49 1 3.069 1 11.82 1 .155 _ 1 .238 1 2 min -.03 1 15.49 1 3.069 1 11.82 1 .155 1 .238 1 3 N20 max .003 1 4.535 1 3.681 1 0 1 0 1 0 1 4 min .003 1 4.535 1 3.681 1 0 1 0 1 0 1' 5 N22 max -.003 1 4.535 1 3.683 1 0 1 0 1 0 1 6 min -.003 1 4.535 1 3.683 1 0 1 0 1 0 1 7 N24 max .03 1 15.49 1 3.42 1 13.482 1 -.15 1 -.238 1 8 min .03 1 15.49 1 3.42 1 13.482 1 -.15 1 -.238 1 9 N31 max .483 1 0 1 13.997 1 0 1 0 1 0 1 10 min .483 1 0 1 13.997 1 0 1 0 1 0 1 11 N25 max -.076 1 0 1 15.951 1 0 1 0 1 0 1 12 min -.076 1 0 1 15.951 1 0 1 0 1 0 1 13 N26 max .076 1 0 1 15.947 1 0 1 0 1 0 1 14 min .076 1 0 1 15.947 1 0 1 0 1 0 1 15 N34 max -.483 1 0 1 14.047 1 0 1 0 1 0 1 16 min -.483 1 0 1 14.047 1 0 1 0 1 0 1 17 Totals: max 0 1 40.05 1 73.796 1 18 min 0 1 40.05 1 73.796 1 RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign - SUPPORT- COL.r3d] Page 1 •■ • Company : ANF & Associates • Designer : MMW Job Number : Jan 18, 2010 7:10 AM Checked By: Envelope ASD Steel Code Checks -v f... Fb z -z f... Cb Cm v Crnz ASD Ean 1 M23 HSS20X4... .304 8.312 1 .043 8.411 v 1 19.651 27.6 27.6 30.36 1 .546.85 H1 -2 2 M24 M25 HSS2OX4... HSS2OX4.. .307 .307 8.312 8.312 1 1 .049 .049 8.411 8.411 y v 1 1 19.651 19.651 27.6 27.6 27.6 27.6 30.36 30.36 1 1 .553 .553 .85 .85 H1 -2 H1 -2 3 4 M26 HSS2OX4.. .304 8.312 1 .043 8.411 y 1 19.651 27.6 27.6 30.36 1 .546 .85 H1-2 5 M27 TU6X6X5 .228 14.5 1 .042 14.5 v 1 18.823 27.6 27.6 27.6 1 .-.406 .85 H1 -2 6 M28 TU6X6X5 .209 0 1 .032 0 0 y y 1 1 18.823 18.823 27.6 27.6 27.6 27.6 27.6 27.6 1 1... .983.85 .404 .85 H1 -2 H1 -2 7 M29 TU6X6X5 .228 0 1 .042 8 M46 HSS2OX4... .265 22.49 1 .031 0 y 1 6.304 27.6 27.6 27.6 1. .386.85 H1 -1 9 M47 HSS2OX4.. .248 0 1 .035 0 v 1 6.304 27.6 27.6 27.6 1.... .6 .85 H1 -1 10 M48 HSS2OX4.. .248 0 1 .035 0 y 1 6.304 27.6 27.6 27.6 1.... .6 .85 H1 -1 11 M49 HSS2OX4.. .276 22.49 1 .031 0 v 1 6.304 27.6 27.6 27.6 1...•.386 .85 H1 -1 RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- SUPPORT- COL.r3d] Page 2 ea. 41 Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 E-mail: anf1688@pacbanet Consulting Structural n uctural Engi 9420 Te1star Avenue, Suite 118, El Monte, CA 91731 \IV 30c (-55- Af:,) 7-er' (a6 , Ici F c'._, .--- Z-05 ■ • )• 1- ), 1 L.: 0‘ ( I c71( cot_ tit/ er,7,s1 Joe No. By DATE SH. WPD kt-f6 \ 61\f , > 0 or 'N 4 ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:45PM, 20 JAN 10 Rev: 580000 User. KW- 0600953, Ver 5 8 0, 1- Dec -2003 I (c)1983 -2003 ENERCALC Engineering Software Description Steel Beam Design Page 1 29407seafoodcity.ecw: Calculations CHECK E BEAM W BRICK T General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W36X135 Center Span Left Cant. Right Cant Lu : Unbraced Length 43.00 ft 8.50 ft 8.50 ft 0.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 36.00 ksi 1.00 29,000.0 ksi Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 DL 1.620 0.880 LL 0.450 0.150 ST Start Location -8.500 -8.500 End Location 51.500 51.500 Summary #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft Using: W36X135 section, Span = End Fixity = Pinned - Pinned, Lu = Moment fb : Bending Stress fb/Fb Shear fv : Shear Stress fv / Fv 43.00ft, Fy = 36.0ksi, Left Cant. = 8.50ft, Right Cant. = 8.50ft 0.00ft, LDF = 1.000 Actual Allowable 652.447 k -ft 869.220 k -ft 17.835 ksi 23.760 ksi 0.751 : 1 69.549 k 3.261 ksi 0.226 : 1 307.152 k 14.400 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.932 in 466.5 : 1 363.8 : 1 Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left 69.55 k Shear @ Right 69.55 k Center Defl. -0.932 in Left Cant Defl 0.555 in Right Cant Defl 0.561 in ...Query Defl @ 0.000 ft Maximum 652.45 k -ft DL Only 513.78 -95.18 -95.18 -95.18 56.65 56.65 -0.728 0.417 0.437 0.000 Reaction @ Left 97.55 79.05 Reaction @ Rt 97.55 79.05 Fa calc'd per Eq. E2 -1, K *Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy « -- These columns are Dead + Live Load placed as noted - -» LL LL +ST LL LL +ST an. Center at7. Center (a. Cants (a. Cants 652.45 -95.18 -95.18 -95.18 69.55 69.55 -0.932 0.555 0.561 0.000 91.95 91.95 17 -0.932 0.555 0.561 0.000 91.95 91.95 492.10 - 116.86 - 116.86 - 116.86 56.65 56.65 -0.690 0.384 0.403 0.000 84.15 84.15 k -ft k -ft k -ft k -ft k k -0.690 in 0.384 in 0.403 in 0.000 in 84.15 k 84.15 k - -a 44 ANF & ASSOCIATES m Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:45PM, 20 JAN 10 Rev: 580000 User: KW-0600953, Ver5.8.0, 1- Dec -2003 Steel Beam Design (c)1983 -2003 ENERCALC Engineering Software Description CHECK E BEAM W BRICK Page 2 29407seafoodcity.ecw: Calculations Section Properties W36X135 Depth 35.550 in Weight Web Thick 0.600 in Ixx Width 11.950 in Iyy Flange Thick 0.790 in Sxx Area 39.70 in2 Syy Rt 2.930 in R -xx R -yy Values for LRFD Design.... J Cw 7.000 in4 68,000.00 in6 Zx Zy K 134.85 #/ft 7,800.000 in4 225.000 in4 439.000 in3 37.700 in3 14.000 in 2.380 in 509.000 in3 59.700 in3 1.540 in Sketch & Diagram 20b�b J 11111 1 1 1 11 l u l l 1111111111111111111 l l i l l l l! 2 07k,e 1.4W 1 1 1 111 ! l l l l l l l l l l l 11111111111111111 l 1111111 1.03k/8 4311 Mmax = 652 4k -8 Dmax = - 0.9321n Mmax left = 116.86k -8 Rmax = 97.549k Vmax 813 left = 69.549k Del a left end = -0 5549,n 652.45 570.95 507.48 .-- - - -- - . 434.98' ,..36247' 280.08 217.49 .E144.09 g72.40; ... 0.0 ' -05.18 ..._....... • B eudinl 1elnt1 eilis 1).81 00.55 41.73 - 53.04 8 -' -- 3787. 1301. ' Mmax @ right = 118 86k -8 -13 01' -" 7 , I vl ar. a4: � °r14 ., ?t •4;f Rmax =97.549k -2781 I •••` :SJi:*.+.r�;l.,e+ Vmax (11ri =69549k "4173 Deb © right end = -0.5607in -53.84 ; 00.33' - { aa 5.78 11.81 17.83 23.80 B8.31u Sl+edl 17.83 23.88 29.88 Location fftl 0.58 0.43 _ . i. . _ . 0.281__. .: -. _.. _ -.-. -. L_- ._. -..- 0.14 Location fll •• -0.18 C -0.31; /11 -9.47 c .0.02 0 - 0.78 =- -....' ..--- - .0 SO `.. . ■ .T_ .. 5.78 11.81 17.83 23.88 29.88 35.90 41.93 17.85 53.98 • 00.0 Location (al [1efleciion Environmental Health Services Division 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206 - 205 -4394 Fax 206 - 296 -0189 TTY Relay: 711 www.kingcounty.gov/health November 16, 2010 Carlos C. Go, Owner Seafood City 2883 Surveyor St. Pomona, CA 91708 Public Health Seattle & King County ,C VE rn LU10 R "CE¢lo COMMUNITY torn/ 1;- 1010 DEVELOPMENT DEyE OPME Y RE: Variance Request for Seafood City at 12368 Southcenter Blvd., Tukwila, WA 98188 SR# 1200489 Dear Mr. Go: This office has received your Request for Variance from the King County Food Code (Title 5 of the Code of the King County Board of Health) on November 3, 2010. You have requested a waiver from the King County Code of the Board of Health, Title 5, Chapter 5.02.025 (WAC 246 -215, Chapter 5), to waive the requirement of permanent plumbed handwashing facility required for a General Food Service. The purpose of your requested variance is to propose providing two portable handwash sinks on the retail floor in lieu of installing a permanently plumbed handwash sink. After careful review and consideration with Mark Rowe, Food and Facilities Section Manager, we hereby disapprove your Request for Variance, for the following reasons: 1. The Health Department has never approved the permanent use of a portable sink in a permanent food service facility. Portable sinks have been approved only on a temporary basis or for mobile food services. 2. There is too much manual maintenance required of portable handwash stations to be permanently acceptable in a large scale, full service seafood market. Even though you are proposing two portable handwash stations, water capacity is limited to atmost 10 gallons and plenty of free flowing hot water must always be available on demand, given the number of staff and nature of the business. 3. The variance proposal did not include permanent installation of a permanent handwashing sink. To install the new handwash sink in the retail seafood area, you must follow the conditions set forth in the plan approval letter from Sid Forman dated October 4, 2010. Additional notes include: 1. Hire a commercial plumber who must apply for a plumbing permit from the local plumbing authority and then install the fixture. 2. Installation shall be done at night or at a time when no unpackaged food or unpackaged seafood is in the immediate area unless the work area can be totally screened off with plastic sheeting sealed from floor to ceiling. Keep in mind there may be safety hazards with other agencies which may not accept customers in the area of this work. 3. The entire seafood and meat market area must be thoroughly cleaned and sanitized once the plumbing has been installed and the floor has been replaced. The floor area where the work was done must be resealed. Carlos C. Go, Owner Seafood City November 16, 2010 Page 2 4. The local plumbing inspector must approve the installation rough in and give final approval on the plumbing permit, or whatever the local plumbing authority requires. 5. Contact Mr. Forman for an inspection from our department to verify proper installation of the hand sink, soap dispenser and paper towels. 6. Note - hot water of at least 100 °F must reach the handsink in approximately 20 seconds. An "on demand" booster water heater may be required (or may be already in the approved plans) to achieve this requirement. Please complete this hand sink installation and approval no later than December 30, 2010. If you have any questions, please do not hesitate to call myself at 206 - 263 -8442, Sid Forman, Plans Examiner, at 206 - 263 -8531 or Jim Thompson, MPRAF Compliance Officer at 206 - 205 -1926. Sincerely, Gale Yuen, MSPH, RS Environmental Health Services Supervisor COLE 'IV FNI Cc: Mark Rowe, Manager, Food & Facilities Section Phil Wyman, Senior Environmental Health Specialist Tito Villegas, Seafood City Elena Calisay, Seafood City Store Manager, Tukwila Sid Forman, Plans Examiner Pat Murphy, HEI III Jim Thompson, MPRAF Compliance Officer City of Tukwila, Plumbing Inspection , Westfield Mall Management SEAIFOOD MITT F E%GIVE® �; G �`� q�(-fd i MAR 2120111 /c�-.7 COMMUNITY V 1/0.4.,,, v DEVELOPMENT V 2883 Surveyor St., Pomona CA 91768 • (909) 525 -9500 March 17, 2011 Mr. JACK D- • . ment of Community Development City of Tukwila 6300 Southcenter Blvd, #100 Tukwila, Washington 98188 RE : Dismissal of Traffic Impact Fee Appeal Seafood City Marketplace, 1368 Southcenter Blvd, Seattle WA 98188 Dear Mr. Pace: Pursuant to the Settlement Agreement entered last year among the City of Tukwila (the "City"), Seafood City and WEA Southcenter LLC ( "Westfield "), and based upon the execution of a new Development Agreement between the City and Westfield concerning traffic impact fees, and following the City's full refund to Seafood City of the traffic impact fees paid under protest for building permits associated with Seafood City's renovation and re- occupancy of a portion of the former Mervyns premises at Westfield's Southcenter Mall, Seafood City hereby dismisses its Traffic Impact Fee appeal. Very truly yours, SEAffY TOKYOUNEVO R •cso Pro 1'erty & ' ore Development 909 25 -950 x -118 909 - 802 - 3756,, ell 909 - 218 -8245 e fax rey.lacson(seafoodcitv.com rey seafoodcitv@vahoo.com rev.lacsonftchowkineusa.com cc Dan Pascale, Westfield Brent Carson, Gordon Derr LLP a EAFOOD (ITY 2883 Surveyor St., Pomona CA 91768 • (909) 525 -9500 June 24, 2010 James Dunaway Senior Building Inspector City of Tukwila Re: Seafood City Marketplace 1368 Southcenter BUM. &141/ Seattle, WA 98188 Dear Sir: This is in connection with the additional conditions in order to provide the above mentioned project partially approved for Temporary Certificate of Occupancy (TCO) and to allow Seafood City to conduct employee's training and to prep the store to be ready for scheduled store opening this coming July 15`h In view thereof, Seafood City will hereby comply with the following conditions as discussed: 1) The site will be maintained with a clear "EXIT PATH" at all times (please see attached layout); 2) The two (2) restrooms located in Pharmacity and the men's room in market side will be temporarily converted into "UNISEX" restrooms until all the required toilet partitions will be installed; 3) All pending/outstanding overhead work /s, such as overhead trellises, will be done after training hours; and 4) Any remaining construction activities within the approved area will be separated by a construction barrier preventing staff from access to the said areas. Thank you very much for your usual support and cooperation. Sincerely yours, REY LA N Property Store Development 909 -525 -9 0 x -118 909 - 802 -37 6 cell 909 - 992 -3159 e-fax rey.lacson@seafoodcity.com rey_seafoodcity @yahoo.com ALAN REEVES Senior Superintendent Tilton Pacific Construction 916 - 812 -0215 cell RECEIVED JUN 2 5 2010 PERMIT CENTER PERMIT CENTER Y4i.�Ir.7 nighI� €L €- I- 5EAFOOD�CITY 2883 Surveyor St., Pomona CA 91768 ® (909) 525 -9500 June 22, 2010 Mr. James Dunaway Senior Building Inspector Department of Community Development City of Tukwila Re: Seafood City Marketplace 1368 Southcenter Blvd. Seattle, WA 98188 Dear Sir: This is in connection with the inspection process of the above mentioned project. Please be advised that Seafood City Supermarket, including Pinoy Kitchen (now being changed to Grill City) is also owned and managed by Seafood City, will refrain from using their respective kitchen hood systems until such time, building inspector /s will advise its approval to operate and allow to use accordingly. Thank you very much for your usual support. Sincerely yours, REY LACSON Property & Store Development 909- 525 -9500 x -118 909 - 802 -3756 cell 909 - 992 -3159 e-fax rev.lacson@seafoodcitv.com rev seafoodcity@yahoo.com 'NO -0,2- RECEIVED JUN 2 9 2010 PERMIT CENTER SHOD QTY t�d't eKnd DLcnvl& 2883 Surveyor St., Pomona CA 91768 • (909) 525 -9500 April 15, 2010 Bob Benedicto Building Official Department of Community Development City of Tukwila 6300 Southcenter Blvd, #100 Tukwila, Washington 98188 Project : Seafood City Marketplace, 1368 Southcenter Blvd, Seattle WA 98188 Dear Mr. Benedicto, Enclosed please find a check #1026 for US$172,215.74 representing the calculated traffic impact fee for the above mentioned Seafood City Marketplace project. We are paying the said impact fees "UNDER PROTEST" in order to obtain the necessary permit /s for our proposed tenant improvement because we feel that the way the fee was calculated is incorrect. Per the City of Tukwila's regulations, traffic impact fees are paid upon the issuance of the building permit but may be paid "under protest" in order to obtain a permit or other approval of development activity (TMC 9.48.060(B)). We realize that an appeal must be taken within 10 working days of the payment of the impact fee and that there is also an appeal fee. Please provide us with the application and appeal fee at your earliest convenience. Sincerely, AFoOD CITY 04°41$15 I AS ��ynar�►nwFn Pr • •erty & ore Development 909 •25 -950 x -118 909 - 802 -375 ! ell 909 - 992 -3159 e-fax rey.lacson @seafoodcitv.com rev seafoodcity @vahoo.com rey.lacson@chowkinRusa.com cc Steve Lancaster, Community Development Director Nicholas Lee, Westfield Southcenter RECEIVED APR 1 § 2010 TUKWILA PUBLIC WORKS RECEIVED COY OFTUKWILA APR 16 2010' PERMIT CENTER Dip - C 2- c,icM t V4Lcrf0 La c..(LcvcA -Ft ACM 14,4c.--ke-vk. MtvoAcLeAkz.1 valeV(0 Ti 110 cek FkAntactc c-t7Ec1 2883 Surveyor St., Pomona CA 91768 • (909) 525 -9500 April 15, 2010 Bob Benedicto Building Official Department of Community Development City of Tukwila 6300 Southcenter Blvd, #100 Tukwila, Washington 98188 o,QiGi,Vac coP F'isttc tave►tg efe- atf--noN. Project : Seafood City Marketplace, 1368 Southcenter Blvd, Seattle WA 98188 Dear Mr. Benedicto, 04/4�io /o Enclosed please find a check #1026 for US$172,215.74 representing the calculated traffic impact fee for the above mentioned Seafood City Marketplace project. We are paying the said impact fees "UNDER PROTEST" in order to obtain the necessary permit /s for our proposed tenant improvement because we feel that the way the fee was calculated is incorrect. Per the City of Tukwila's regulations, traffic impact fees are paid upon the issuance of the building permit but may be paid "under protest" in order to obtain a permit or other approval of development activity (TMC 9.48.060(B)). We realize that an appeal must be taken within 10 working days of the payment of the impact fee and that there is also an appeal fee. Please provide us with the application and appeal fee at your earliest convenience. Sincerely, J5ER9QpTY L gyp rtiARmAl Pr • •erty & \ore Development 909 •25 -950 x -118 909 - 802 -375 ell 909 - 992 -3159 e-fax rey.lacson@seafoodcity.com rev seafoodcity @vahoo.com reviacson@chowkingusa.com cc Steve Lancaster, Community Development Director Nicholas Lee, Westfield Southcenter 1VEOElIiED CITY OF TUKWILA APR 16 2010' iMIT CENTEF Tilton Pacific Construction, Inc. (CA Lic #488531 - NV Lic #38814) (916) 6307200 0 Fax (916) 630 -3999 www.tiltonpacific.com REQUEST FOR INFORMATION To: Bill Bebee : #i28 , '; Date: 5 -20 -10 Nadel Arch. Job Name: Seafood City Tukwila Date Information Requested 5 -20 -10 Originator: Alan Reeves Priority: (X) Urgent ( ) Expedite ( ) Normal btO--60 CATEGORY: DIRECTION NOT GIVEN IN CONTRACT DOCUMENTS CONTRACT DRAWINGS REFERENCED ST -2 X INTERPRETATION OF CONTRACT REQUIREMENTS SHOP DRAWINGS REFERENCED CONFLICT IN CONTRACT REQUIREMENTS SPECIFICATIONS REFERENCED SUBJECT: Sheet ST -2 detail 1 note 6 plea confirm the over 8' strong back requirement is measured from the last vertical stun detail 9 on ST -2 is it acceptable to use 6" metal stud instead of conduit see attached photo SUBMITTED BY: Tilton Pacific Construction. Inc. POSSIBLE POSSIBLE COST TIME IMPACT: (X) Yes ( ) No IMPACT: (X).. Yes ( ) No REPLY yE5 MeM U f jQel ( GAST VERT, CAL STOP 2. C . 0 21 IN 6E& Al /AUI5P PHA ANSWERED BY: noi -�ZO0 BUMANG EPARTIENT t•Lo -I o Vows _ito z'i Tilton Pacific Construction, Inc. (CA Lic #488531 - NV Lic #38814) (916) 6307200 0 Fax (916) 630 -3999 www.tiltonpacific.com REQUEST FOR INFORMATION To: Bill Bebee RFk #.25. Date: 5 -19 -10 Nadel Arch. Job Name: Seafood City Tukwila Date Information Requested 5 -19 -10 Originator: Alan Reeves Priority: (X) Urgent ( ) Expedite ( ) Normal 1)1 CATEGORY: DIRECTION NOT GIVEN IN CONTRACT DOCUMENTS CONTRACT DRAWINGS REFERENCED ST -3 INTERPRETATION OF CONTRACT REQUIREMENTS SHOP DRAWINGS REFERENCED X CONFLICT IN CONTRACT REQUIREMENTS SPECIFICATIONS REFERENCED SUBJECT: All hung wall details on ST -3 call out bracing to be 32" OC framer installed Cci) 48" on center. Would it be acceptable to add one brace for every 3 ? SUBMITTED BY: Tilton Pacific Construction, Inc. POSSIBLE POSSIBLE COST TIME IMPACT: (X) Yes ( ) No IMPACT: (X)..Yes ( ) No REPLY or, j /OP oNE PFACt- ATE Evr/g1 3 Dit5/ . ANSWERED BY: P^ WAfr ECEW E i. 3 LJ 10 2r,_ 1 , BtaDING DEPARTMENT DLO —oz2 Tilton Pacific Construction, Inc. (CA Lic #488531 - NV Lic #38814) (916) 6307200 0 Fax (916) 630 -3999 www.tiltonpacific.com REQUEST FOR INFORMATION To: Bill Bebee RFI # 47 Date: 6 -15 -10 Nadel Arch. Job Name: Seafood City Tukwila Date Information Requested 6 -16 -10 Originator: Alan Reeves Priority: (X) Urgent ( ) Expedite ( ) Normal CATEGORY: DIRECTION NOT GIVEN IN CONTRACT DOCUMENTS CONTRACT DRAWINGS REFERENCED A5.0 INTERPRETATION OF CONTRACT REQUIREMENTS SHOP DRAWINGS REFERENCED X CONFLICT IN CONTRACT REQUIREMENTS SPECIFICATIONS REFERENCED SUBJECT: Sheet A5.0 Details 21& 26 please confirm 20GA studs and 4 #10 screws at each connection is acceptable SUBMITTED BY: Tilton Pacific Construction, Inc. POSSIBLE POSSIBLE COST TIME IMPACT: (X) Yes ( ) No IMPACT: (X) . Yes ( ) No REPLY ANSWERED BY: Reid iddleton March 18, 2010 File No. 262010.005/00302 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Seafood City Market (D10 -022) Dear Mr. Benedicto: erryorlageonou MAR - 191010 PERAf1T We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Individual revised structural sheets were submitted in response to our initial plan review and inserted into the original drawing set. The other sets of drawings should be reconciled in preparation for permit issuance and two copies of each sheet are enclosed to facilitate the process. These revised sheets are: STO -ST3, DI.0, D2.0, and S1.0 -S4.0. Note that revised structural sheets were submitted for all of the original structural sheets. Structural special inspections by qualified special inspectors should be provided. The. following is a summary: 1. Fabrication and erection of structural steel: Periodic. 2. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 -inch) and floor /roof deck welds: Periodic. 3. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16 -inch) and floor /roof deck welds, where applicable: Continuous. 4. High - strength bolting of structural steel, where applicable: Periodic. Enclosed are one set of the revised drawings, two sets of the revised structural sheets, two sets of the structural calculations, and correspondence from the structural engineer for your records. We are retaining one set of the structural calculations and geotechnical report for our reference. If you have any questions or need additional clarification, please contact us. Enclosures cc: Bill Beebe, Nadel Architects (by e -mail) Michael Wang, ANF (by e -mail) Brenda Holt, City of Tukwila (by e -mail) o: \doc\26 \planrevw \tukwila\ 10 \t003r2.doc \prb Engineers Planners Surrey-orr Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail: aaf1688©pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 451R t Azk L FoK 10-021) 1 El Rs-vis710 6TO Aril) w ... MAR - 9 2010 LUj JOB No. By DATE SH. OF • - .• ---•- -•___•.. I:. J. TE4 FO P 1)0 c.) 2 , S`t E AWV viT517/6L Fog, Au- 51ftrf$ REvau T° 7006 REVP 1W114 -042 MTE. 6 . 70 (rp-ecut, 5m/L- ciowewg- emcGp FM Cverireolf Rh * cg-- oK 6 RtNiW) PTA- ‘315TZ APO 1,(1411., 4-rz Att, 1.14411 PO71 Foe /4,1/1(., Pf) izetn%47 PerAn- 1A72 RFIncFb P e, 41‘c k API) r o j y 1 \ 5t1 Ciat:‘6 17C- 1 Ft Z. PR 1)6,141( fISTz- PI5111V February 10, 2010 File No. 262010.005/00301 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Seafood City Market (D 10 -022) Dear Mr. Benedicto: FEB 1 1_ 2010\ DEVELOri••cid7 We reviewed the proposed project for compliance with the structural provisions of the 2006 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the structural engineer respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical No comments. Architectural No comments. Structural 1. Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following is a summary: a. Fabrication and erection of structural steel: Periodic, sec also Section 1704.3. b. Structural welding of structural steel for single -pass fillet welds (maximum 5/16 -inch) and floor /roof deck welds: Periodic, see also Section 1704.3. Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila February 10; 2010 File No 262010.005/00301 Page 2 c. Structural welding of structural steel, other than single -pass fillet welds (maximum 5/16 -inch) and floor /roof deck welds, where applicable: Continuous, see also Section 1704.3. d: High-strength bolting of structural steel, where applicable: Periodic, see also Section 1704,3. 2. The seal, but not the signature, of the structural engineer of record appears on the structural drawings. Our understanding of the laws of the state of Washington is that the seal and signature are required on each sheet of the drawings. The drawings should be revised to be consistent with these laws and resubmitted for review. Refer to IBC Section 106.1. 3. Sheet STO specifies the governing building code as the 2007 IBC but the 2006 IBC is the governing building code in the city of Tukwila. Sheet STO should be revised and resubmitted for review, 4. In the section on design loads, Sheet STO, a basic seismic- force- resisting system consisting of special reinforced masonry shear walls and seismic design coefficients of R = 6, .Qo = 2-1/2 and Cd = 3-1/2 are specified. Whether the system is a bearing wall system or a building frame system is not specified The required coefficients for a building frame system, however, are R = 5-1/2, Qo = 2-1/2 and Cd = 4, and for a bearing wall system, they are R = 5, Q0 = 2-1/2 and Cd = 3-1/2. The scope of work does not appear to substantially affect the existing seismic- force- resisting system, but the drawings should accurately reflect the seismic design criteria. The drawings should be revised to specify the required data or documentation should be submitted for the specified data. See IBC Sections 1603.1.5 and 1613.1, and Table 12.2 -1 of ASCE 7 -05. 5. A heavy -duty suspended ceiling support system should be specified at Detail 9 /ST2. Support systems other than heavy -duty are not permitted in buildings assigned to Seismic Design Categories D =F. See IBC Section 1613.1 and Section 13.5.6.2.2(a) of ASCE 7 -05, 6. Detail 9 /ST2 for the support of suspended ceiling systems does not appear to provide a design. Additional details should be added to the drawings to enable review. These details should account for lateral -force bracing, perimeter support and other features. See IBC Section 1613.1 and Section 13.5.6.2.2 of ASCE 7.05. 7. Based on our review of the reflected ceiling plan, Sheet A -2.0, several seismic separation joints are required. A detail for the design of the required joints and a Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila February 10, 2010 File No 262010.005/00301 Page 3 plan for their locations should be added to the drawings for review. See IBC Section 1613.1 and Section 13.5.6.2.2(d) of ASCE 7 -05. 8. For the support system at the mechanical unit, Grid B /1 -2, the need for HSS 14 by 4 by 1/4 north -south beams are determined on pages M2 =M5 of the calculations but HSS 12 by 4 by 5/16 beams are specified on Sheet S2,0, Please comment. 9. Based on our review of the details on Sheet ST2 for the support of the mechanical units at Grids B /1 -2 and G/7 -8, there does not appear to be a design (e.g., bracing data verifying structural adequacy should be submitted for review. The structural design may need to be revised. Please verify. See IBC section 1613.1 and Chapter 13 of ASCE 7 -05. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely; Reid Mid i leton, Inc. 1 Philip :razil, P.E., S.E. Senior Engineer cc Bill Beebe, Nadel Architects (by e =mail) Michael Wang, ANF (by e -mail) Brenda Holt, City of Tukwila (by e -mail) knb \plan review \tukwila \10 \t003r1.doc \prb Reid iddleton • City of Tu January 29, 2010 Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Seafood City Market — D10 -022 1368 Southcenter Mall Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 2006 International Building Code. If you should have any questions, please feel free to contact Brenda Holt at (206)431 -3672. Sincerely, �c-UtP R6PAm34- Bill Rambo Permit Technician encl xc: Permit File No. D10-022 W:\Permit Center \Structural Review 010-022 Structural Review.DOC Page 1 of 1 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 REIMBURSEMENT AUTHORIZATION AND APPROVAL TO CONDUCT INSPECTION ACTIVITIES RECE V TRING OFF HOURS a 01 2010' ---)— 1 — / 0 COMMUNITY Date: I �% DEVELOP T Requested by: fq I4 `e -c .) 1.15- Firm/Company: 7, ( P•4 t is-.n Cc)--. 5 Project Name: Permit No. ( 0 0 0) 4-- S0D Q ; Project Address /Location: / 3 Gs L( P4,- 1 1 1 Time of Off -Hours Construction Activity - From: S am/pm To: S am/pm Requested Date of Inspection: l -4 CD Requested Time: 5 am/pm Contact Name: / I (A-'' " 2 e, e_5 Phone No. 7(6 ,/ )-_ Ook Special Conditions for Consideration: i't% a t C ** Contractor will be charged a minimum of four (4) hours inspection time for any off -hours inspection work at $94.50 per hour. This is to be paid at time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of four (4) e • urs. Signature: Print Name: (A-40 \ e ,i e 3 Reviewed by: Approved: � � / icya Disa pp roved: Remarks: W:\Permit Center\Templates \Forms\After Hour Inspection Request.doc • REIMBURSEMENT AUTHORIZATION AND APPROVAL TO CONDUCT INSPECTION ACTIVITIES DURING OFF HOURS Date: (e c--) L-t,/ 0 Requested by: %4- 1/4./Q 2 e v c Permit No. Z (0 - D d- a Firm/Company: ( '4' (-' P`. L Project Name: Sev4. P-002 Cic 4-y Project Address /Location: (3 Co W 016'-' Time of Off -Hours Construction Activity - From: O5' 3 0 am/pm To: D :Od am/pm envileeopeivebrtmwitA JUN 2 4 1010 PEaCEA Requested Date of Inspection: C.6-4-5: I 0 Contact Name: C (� ✓J v Le e v Requested Time: 05 IQ) am/pm Phone No. Cf i Co 7; CD- (S Special Conditions for Consideration: ** Contractor will be charged a minimum of four (4) hours inspection time for any off -hours inspection work at $94.50 per hour. This is to be paid at time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of four (4) hours. Signature: Print Name: -e -e e 5 Reviewed by: Approved: Remarks: Disapproved: W:\Permit Center \Templates \FormsWBer Hour Inspection Request.doc Public Works Department, Engineering Memorandum TO: Bob Giberson, Shelley Kerslake, Robin Tischmak, Joanna Spencer FROM: Cyndy Knighton DATE: April 14, 2010 RE: Seafood City Impact Fee Calculation This memorandum is to document the impact fee calculation for the Seafood City site to be constructed on the first floor of the currently vacant Mervyn's building at Westfield Mall. This portion of the Westfield Mall is not covered under the Development Agreement entered into between the City and Westfield as part of their major expansion completed in 2008. The Mervyn's building has been vacant for more than 12 months and is viewed by the City as its own structure, therefore the site redevelopment/change of use is subject to TMC 9.48 (concurrency and impact fees). Westfield brought this potential use to the City last fall. In a series of emails and meetings I presented my thoughts that adding a specialty grocery store to the Southcenter Mall site would probably not generate trips at a rate as high as a stand -alone supermarket, but that the lower rate of a shopping mall would not apply either. At a meeting with Nick Lee (Westfield) in late October, 2009, Moira Bradshaw and I encouraged Westfield or Seafood City to hire a qualified traffic engineer to study the trip generation characteristics and propose an appropriate trip generation rate. I was aware that Westfield had retained TSI to conduct the study in November 2009, but nothing was submitted for review until today. Use of the trip generation rate provided in the Technical Memorandum dated November 16, 2009 authored by David Markley, TSI, is an acceptable alternative to application a freestanding supermarket or a shopping center. Because of the unique location of the proposed Seafood City, it is also acceptable to apply both pass -by rates and internal capture rates that were applied in the Westfield EIS, written for the major expansion mentioned above. But as this site is subject to TMC 9.48 and not the Development Agreement, the impact fee must be calculated in a consistent manner to the 2007 Impact Fee Schedule. The attached table summarizes the methodology used which applies the pass -by and internal capture rate reductions as well as a trip length adjustment factor consistent with a Shopping Center of 400,000sf or larger. Westfield currently has a credit balance of overpaid impact fees. At Westfield's option, application of the overpayment could be applied toward this impact fee. Westfield can retain the credit and apply that balance to other future applications through December 7, 2011. Seafood City must submit payment of impact fees in the amount of $172,215.74 prior to issuance of any building permit. w:\pw eng \old p drive \cyndy \development review\seafood city impact fees.doc Westfield Southcenter - Seafood City Trip Generation Matrix W: \PW Eng \Old P drive \Cyndy \Development Review \Westfield Impact FeesWestfield Impact Fees Seafood City EIS Accepted Adjustment Rates + 2007 TIF Adjustment Schedule Use Quantity ITE LU Weekday PM Peak Hour Rate Total Expanded Southcenter Trip Generation Asian Grocery Store (specialty) 35,859 GLA custom 7.35 264 a Total Trips b Less Internal Capture Trips (based on Restaurant/Theater /Bank /Hotel) c Total Driveway Trips (c =a -b) 264 25% 66 198 Pass -by calculated at Shopping Center rate 17% 45 d Total Pass -By Trips 45 e Net New Trips (e =c -d) 153 Impact Fee Calculation (2007 Schedule) f Average Trip Length g Trip Length (based on 400,000sf shopping center rate) 3.7 2.4 h Trip Length Adjustment Factor (h =g /f) i Cost per Trip Zone 1 0.6 $1,736.80 j Impact Fee (j=e*h*i) 1 $172,215.74 W: \PW Eng \Old P drive \Cyndy \Development Review \Westfield Impact FeesWestfield Impact Fees Seafood City T Transportation. Solutions, inc. 8250. 165th Avenue NE Suite 100 Redmond, WA 98052.6628 T 425 - 883.4134 F 425-867-0898 www.tsinw.com TECHNICAL MEMORANDUM To: Nicholas Lee Westfield - Southcenter From: David D. Markley, Transportation Solutions, Inc. Subject: Ethnic Grocer; Trip Generation November 16, 2009 The following memorandum documents the PM peak hour (4:00 PM to 6:00 PM) trip generation study performed for an ethnic grocer land use proposed for the Westfield - Southcenter Mall in Tukwila, Washington. This ethnic grocery is proposed to occupy about 35,000 square feet of gross leasable floor area, in the space formerly occupied by Mervin's, at the existing mall. This memorandum includes a brief description of the four sites used for trip generation study, summarizes the trip generation study results, and relates the results from the trip generation study to proposed ethnic grocer space. This trip generation study followed the methodology outlined in Chapter 4 of the Institute of Transportation Engineers (ITE) publication Trip Generation, Second Edition (2004). STUDY SITES The following four sites were studied and an aerial photo of each is included in Attachment A: • Uwajimaya (Renton) - This grocer is located northeast of the I -405 and SR 167 interchange, just south of S Grady Way. The grocer is about 31,000 square feet in size. Trip generation for this site was collected on Thursday, November 5, 2009. • 99 Ranch Market (Kent) -This grocer is located within the Great Wall Shopping Mall off E Valley Highway. The Great Wall Shopping Mall includes a mix of restaurants, small shops, and a bank. The shopping mall as a whole is 80,160 net square feet in size and it by our estimates the grocer occupies approximately 60,000 square feet of mall space. Trip generation for this site was collected on Tuesday, November 10, 2009. • Uwajimaya (Bellevue) - This grocer is located south of NE 24th Street, east of NE Bellevue - Redmond Road and west of 156`h Avenue. The grocer is located within a 49,000 square foot building which also includes furniture and auto parts businesses. We estimate the grocer occupies approximately 20,000 square feet of mall space. Trip generation for this site was collected on Thursday, November 12, 2009. • 99 Ranch Market (Edmonds) - This grocer is located east of SR 99. The grocer is located in an approximately 104,000 square foot building which also houses a drug store, restaurants, and other small shops. We estimate that the grocer occupies approximately 60,000 square feet of building space. Trip generation for this site was collected on Thursday, November 12, 2009. Transportation Solutions, lo c. Nicholas Lee November 16, 2009 Page 2 of 3 TRIP GENERATION STUDY METHODOLOGY The vehicle count was made by observing pedestrians and groups of pedestrians walking between the store entrance(s) to and from their vehicles. Taking this approach, both the vehicle count and the average vehicle occupancy could be recorded. At the Renton site, the grocer was located on a stand -alone pad. At the Bellevue and Edmonds sites the grocery store entrances were situated away from the entrances to the other surrounding businesses but with the volume of inbound and outbound customers, the grocery customers could be easily distinguished from the other store customers. The Kent site was within an enclosed mall area and not all customers entering the grocer could be traced directly to their vehicles. There may have been some over - counting at this site which would result in a more conservative (higher than actual) trip generation. _ The building areas were determined from a combination of county property records, physical measurement of the exterior of the building, and aerial photographs. A summary of the individual trip generation is presented in the following table. Site /Grocer Floor Area (Square Feet) Peak Hour Vehicle Trips (In and Out) Average Vehicle Trip Rate Renton/Uwajimaya 31,000 200 6.46 Kent/99Ranch 60,000 341 5.68 Bellevue/Uwajimaya 20,000 249 12.45 Lynnwood /99 Ranch 60,000 340 5.67 This shows the PM Peak hour generation for three of the four sites to be between 5.6 and 6.5 trips per 1000 gross square feet. The trip rate for the Uwajimaya site in Bellevue was noticeably higher at 12.45. This apparent disparity appears to relate to the fact that the floor area is noticeably smaller while the product mix (with some decline in selection) is essentially the same as in the larger 31,000 square foot Renton store. Further, the Bellevue Uwajimaya is located in a retail center bordered by three major arterial streets that are commuter routes, which likely contribute to an increase in pass - by trips. The trip generation data was plotted to illustrate the average trip rate and a fitted curve rate similar to the way data is presented in the Trip Generation, 8th Edition, Institute of Transportation Engineers. This plot is summarized on the following chart. 2 SI Transportation Solutions, Inc. Nicholas Lee November 16, 2009 Page 3 of 3 ETHNIC GROCER TRIP GENERATION The Ethnic Grocer Trip Generation Data Plot chart above includes average and fitted -curve data - lines which conclude that the average (weighted average) trip rate for local ethnic grocers is 6.57 PM peak hour vehicle trip ends per 1,000 square feet of gross ethnic grocery store floor area and the fitted -curve equation is: T = 3.05(X) + 150.37 Where: T = Average Vehicle Trip Ends X = 1,000 square feet of gross floor area Based on the collected date the standard deviation rate is approximately 3.31, and from the fitted - curve the r- squared value is approximately 0.73. We believe that peak hour trip generation rate for the proposed ethnic grocer land use at Westfield - Southcenter Mall, should use the fitted curve equation. For a 35,000 square foot store the trip rate would be 7.35�,rips per 1000 square foot. This trip generation calculation for this use will need to be adjusted to reflect the e e- t of internally shared trips and pass -by trips using factors consistent with the EIS and previous analysis. The PM peak hour directional split was found to be 51% inbound and 49% outbound. I trust that the information presented in this document will sufficiently address our trip generation forecast for the proposed ethnic grocer land use at Westfield - Southcenter Mall. Please feel free to contact TSI should you have any questions or comments. 3 Ann J' 99 Ranch (Ed • • 99 Ranch (Kent) Fitted -Curve Equation T = 3.0503X + 150.37 R2 = 0.7346 1 . s) T = Average Vehilce Trip Ends N N W W 4 J 0 O 0 0 0 O C - Uwajimaya (Bellevue) �� Uwajimaya (Renton) 1 1 . N 1 10 20 30 40 50 X = 1,000 Sq. Feet Ethnic Grocer Trip Generation Data Plot 60 70 el Data • - - - - -- Average Fltted•Curve ETHNIC GROCER TRIP GENERATION The Ethnic Grocer Trip Generation Data Plot chart above includes average and fitted -curve data - lines which conclude that the average (weighted average) trip rate for local ethnic grocers is 6.57 PM peak hour vehicle trip ends per 1,000 square feet of gross ethnic grocery store floor area and the fitted -curve equation is: T = 3.05(X) + 150.37 Where: T = Average Vehicle Trip Ends X = 1,000 square feet of gross floor area Based on the collected date the standard deviation rate is approximately 3.31, and from the fitted - curve the r- squared value is approximately 0.73. We believe that peak hour trip generation rate for the proposed ethnic grocer land use at Westfield - Southcenter Mall, should use the fitted curve equation. For a 35,000 square foot store the trip rate would be 7.35�,rips per 1000 square foot. This trip generation calculation for this use will need to be adjusted to reflect the e e- t of internally shared trips and pass -by trips using factors consistent with the EIS and previous analysis. The PM peak hour directional split was found to be 51% inbound and 49% outbound. I trust that the information presented in this document will sufficiently address our trip generation forecast for the proposed ethnic grocer land use at Westfield - Southcenter Mall. Please feel free to contact TSI should you have any questions or comments. 3 Page 1 of 1 Joanna Spencer - Fwd: FW: From: To: Date: Subject: Attachments: Bob Giberson Cyndy Knighton; Joanna Spencer; Robin Tischmak 04/14/2010 10:50 AM Fwd: FW: Robin/Cyndy /Joanna: Please review and let's discuss. Meeting appointment to follow. Thanks, Bob file: / /C:\Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 Page 1 of 3 Joanna Spencer - FW: CVLS From: "Shelley Kerslake" To: "'Bob Giberson "' Date: 04/14/2010 10:28 AM Subject: FW: Attachments: Bob — Here is the e-mail that details the analysis. From: Brent Carson [mailto:bcarson @GordonDerr.com] Sent: Wednesday, April 14, 2010 9:45 AM To: Kerslake, Shelley Cc: Lee, Nick; Ritch, Antony Subject: Shelley, Thanks for our discussion this morning. As we discussed, we would like the City to allow Seafood City to pick up its demolition permit today without the payment of any impact fee and for the City to reconsider today the $277,190.07 traffic impact fee it claims is owed by Seafood City and agree to a lower number based upon the information provided below. Seafood City would pay this lower number under protest next week when it plans on picking up its building permit. I do not have any information on how the City calculated the $277,190.07 impact fee, but we are assuming that it was based upon the $7.73 fee schedule for a standalone Supermarket multiplied by a square footage of 35,859 ($7.73 x 35,859 = $277,190.07). The information that I have on the square footage breakdown for the space is as follows: Suite Description Est SF Breakdown SF Subtotals 100 SFC Market — Occup. Group M 29,833 Sales 23,264 Kitchen 1,125 Warehouse /Storage 5,177 Locker Room 156 Office 111 Retail subtenants 5444 140 Retail - Occup. Group M 239 150 Retail - Occup. Group M 225 130 Retail (Pharmacy) - Occup. Group M 1,240 120 Food (Pinoy Kitchen) - Occup. Group A -2 2,265 Kitchen 980 Customer /Seating 1,285 110 Retail (Valerio's Bakery) - Occup. Group M 1,475 Kitchen 1,035 file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 Page 2 of 3 Notwithstanding our position that no impact fees should be owing, or that if impacts fees are owing there should be credits applied for prior uses that have been removed, if impact fees are owing under TMC Chapter 9.48, the correct numbers should be substantially less than the $277,190.07 as previously calculated by staff. I see three ways that the correct number could be calculated. First, this is a use being placed in a shopping center over 400,000 square feet in size. As such, Table 9 -1 says to use $3.17 per GLA. The GLA for this space is the gross square footage of 36,336 less the common area of 1059, or 35,277. This would result in an impact fee of $111,820.09. Second, this is NOT a traditional standalone Supermarket. It is a specialty Asian supermarket being placed inside a regional mall. As such, several adjustments should be applied. The first adjustment relates to this unique Asian specialty grocer. Transportation Solutions Inc. (TSI) did a trip generation study for the two special Asian grocers in our region, Uwajimaya and 99 Ranch, a four locations. This study is attached. TSI found that for an Asian grocery store of 35,000 square feet, the PM Peak Hour trip generation rate should be 7.35 trips per 1000 square feet. This compares with the ITE PM Peak Hour trip generation of 10.5 trips per 1000. The second adjustment relates to its location inside a regional mall. As TSI's report indicates, the 7.35 trip rate should be adjusted downward to reflect internally shared trips and pass -by trips. Pass by could vary between 17% (consistent with trip generation estimate in the EIS & prior TSI analysis) and 34% pass by percentage for a traditional grocer. Internal capture reduction should be 25% consistent with trip generation estimates in the EIS and ITE shared trip analysis factors. As such, the revised impact fee based upon this second approach should be as follows: $7.73 /GFA (from Table 9 -1 for standalone traditional Supermarket) X (7.35 / 10.5) (trips rate adjustment because this is a unique Asian grocer) X (1 -.17)( adjustment for pass -by trip reductiori consistent with EIS) X (1- .25)(to adjust for internal capture trips; i.e. shoppers to the mall going to shop at the grocer) x 36,336 (GFA). This calculation yields: $7.73 x 0.7 x 0.83 x 0.75 x 36,336 = $122,392.27 A third approach would be to apply the shopping center trip rate (1st approach) to only the other retail tenants and the adjusted Asian Grocer in a regional mall trip rate (2nd approach) to the portion of the space assigned above to the grocer (29,833). I've run out of time to calculate this. Again, we believe no traffic impact fees should be owing for Seafood City, but Seafood City is willing to pay the fee under protest, but, at a minimum, one of the 3 approaches should have been used to calculate that fee. file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 Sales 440 Common Areas 1059 Entry Vestibule 235 Utility Room 76 Toilet Rooms 210 Corridors 538 Totals (36,336 Notwithstanding our position that no impact fees should be owing, or that if impacts fees are owing there should be credits applied for prior uses that have been removed, if impact fees are owing under TMC Chapter 9.48, the correct numbers should be substantially less than the $277,190.07 as previously calculated by staff. I see three ways that the correct number could be calculated. First, this is a use being placed in a shopping center over 400,000 square feet in size. As such, Table 9 -1 says to use $3.17 per GLA. The GLA for this space is the gross square footage of 36,336 less the common area of 1059, or 35,277. This would result in an impact fee of $111,820.09. Second, this is NOT a traditional standalone Supermarket. It is a specialty Asian supermarket being placed inside a regional mall. As such, several adjustments should be applied. The first adjustment relates to this unique Asian specialty grocer. Transportation Solutions Inc. (TSI) did a trip generation study for the two special Asian grocers in our region, Uwajimaya and 99 Ranch, a four locations. This study is attached. TSI found that for an Asian grocery store of 35,000 square feet, the PM Peak Hour trip generation rate should be 7.35 trips per 1000 square feet. This compares with the ITE PM Peak Hour trip generation of 10.5 trips per 1000. The second adjustment relates to its location inside a regional mall. As TSI's report indicates, the 7.35 trip rate should be adjusted downward to reflect internally shared trips and pass -by trips. Pass by could vary between 17% (consistent with trip generation estimate in the EIS & prior TSI analysis) and 34% pass by percentage for a traditional grocer. Internal capture reduction should be 25% consistent with trip generation estimates in the EIS and ITE shared trip analysis factors. As such, the revised impact fee based upon this second approach should be as follows: $7.73 /GFA (from Table 9 -1 for standalone traditional Supermarket) X (7.35 / 10.5) (trips rate adjustment because this is a unique Asian grocer) X (1 -.17)( adjustment for pass -by trip reductiori consistent with EIS) X (1- .25)(to adjust for internal capture trips; i.e. shoppers to the mall going to shop at the grocer) x 36,336 (GFA). This calculation yields: $7.73 x 0.7 x 0.83 x 0.75 x 36,336 = $122,392.27 A third approach would be to apply the shopping center trip rate (1st approach) to only the other retail tenants and the adjusted Asian Grocer in a regional mall trip rate (2nd approach) to the portion of the space assigned above to the grocer (29,833). I've run out of time to calculate this. Again, we believe no traffic impact fees should be owing for Seafood City, but Seafood City is willing to pay the fee under protest, but, at a minimum, one of the 3 approaches should have been used to calculate that fee. file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 Page 3 of 3 I appreciate your help and look forward to talking with you later today. Brent Carson GordonDerr LLP 2025 First Avenue, Suite 500 Seattle, WA 98121 -3140 206 - 382 -9540 fax 206 - 626 -0675 bcarson @GordonDerr.com www.GordonDerr.com This e -mail is intended only for the use of the individual or entity to whom it is addressed and may contain confidential, privileged information. If the reader of this e-mail is not the addressee, please be advised that any dissemination, distribution or copying of this e-mail is strictly prohibited. If you receive this communication in error, please call (206)382 -9540 and return this e-mail to GordonDerr at the above e-mail address and delete from your files. Thank You. Click here to report this email as spam. file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 ICE: SFC Southcenter Page 1 of 1 Joanna Spencer - RE: SFC Southcenter From: "Bill Beebe" To: "Joanna Spencer" Date: 02/16/2010 10:20 AM Subject: RE: SFC Southcenter Seafood City + sub - tenants within the former Mervyn's space - 35,936 SF Mall food uses: Chowking /Tokyo Tokyo (on west side of mall) - 4,688 SF Jollibee/Red Ribbon (on east side of mall) - 3,824 SF Hope this helps. Bill Original Message From: Joanna Spencer [mailto jspencer(d)ci.tukwila.wa.us] Sent: Tue 2/16/2010 9:53 AM To: Bill Beebe Subject: Re: SFC Southcenter Bill, What is the total sq footage of Seafood City project including all the tenants (restaurants, pharmacy, etc) ? Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 phone: 206 - 431 -2440 fax: 206 - 431 -3665 jspencer @ci.tukwila.wa.us file: / /C:\Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 Page 1 of 1 Jennifer Marshall - Fwd: Re: Seafood City Permits - please advise From: Joanna Spencer To: Jennifer Marshall Date: 04/12/2010 3:20 PM Subject: Fwd: Re: Seafood City Permits - please advise Jennifer, Traffic Mitigation fee is $277,190.07 (35, 859 sq ft x $7.73 sq ft/GFA for Zone 1) total for all 4 TI's. Please enter it under SFC TI, and it needs to be paid in order for all four 11 permits to be issued. I know they might not be happy with this amount, so in this case please refer them to the City Atty. Thanks. Joanna »> Jennifer Marshall 04/12/2010 11:52 AM »> Joanna, The Permit Center needs these Traffic Mitigation Fees ASAP. Otherwise the interior tenant improvement permits are ready to go (D10 -019, D10 -021, D10 -022, and D10 -023). Thanks! Jennifer file: / /C:\ temp\ XPGrpWise \4BC33A46tuk- mail6300 -po 10016B6D361741 C 1 \GW } 00001.... 04/12/2010 Page 1 of 1 Jennifer Marshall - Re: Seafood City Permits - please advise From: Steve Lancaster To: Jennifer Marshall Date: 04/12/2010 11:39 AM Subject: Re: Seafood City Permits - please advise CC: Bob Giberson; Jack Pace; Shelley Kerslake Traffic mitigation fees for these permits should be handled as for any other permits, as provided by City Code. While I have listened to the concerns that representatives of Westfield have expressed about these fees, I have been clear with them that they need to go through the normal process if they disagree with any assessments. My understanding is that Westfield's attorney was going to contact the City Attorney to discuss his opinion that this project is exempt from the mitigation fee. That's the proper procedure, and I expect the City Attorney will consult with the Public Works and DCD Directors as may be appropriate. Absent their finding to the contrary, my understanding is that the amount of the fee should be determined and paid prior to permits being issued. Thanks, for checking. I'll copy this to Shelley, Bob and Jack to make sure we are all on the same page. Steve Lancaster City Administrator City of Tukwila, WA 206/433 -1850 »> Jennifer Marshall 04/12/2010 10:25 AM »> Good morning Steve, As you know, there is discussion being had over the traffic mitigation fees for the Seafood City project. Before I am able to issue any of these permits, I have been told to get direction from you. These permits have been organized so that there are five different building permits. One permit is for the exterior building and site work while the other four are for the interior tenant improvements (Seafood City Market, Pharmacity, Valerio's Bakery, and Pinoy). Currently the four interior tenant improvement permits are approved and ready to be issued. The only question is as to whether or not they can be issued prior to the traffic mitigation fees being decided upon and paid. Please advise. Thank you, Jennifer file: / /C:\ temp\ XPGrpWise\ 4BC30663tuk- mail6300 -po 10016B6D36174071 \GW} 00001.... 04/12/2010 • • Allen Johannessen Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # D10 -022 In reference to Seafood City Market located at 1368 Southcenter Mall Suite #100 Tukwila, WA 98188. Response to Comment #1: See updated sheet T -1.0, clarified plumbing fixture calculations. Calculation provided for entire Seafood City Marketplace space which includes Seafood City market (D10 -022 & PG10 -008), Valerio's Bakery (D10 -019 & PG10 -006), Pinoy Kitchen (D10 -021 & PG10 -007, and Pharmacity (D10 -023 & PG 10 -009). Valerio's Bakery and Pharmacity are providing staff only toilet room in addition to required toilet facilities. Response to Comment #2: See updated sheet A -1.2, revised restroom plan and elevation to comply with ADA codes. Also updated restroom keynotes. Response to Comment #3: See A -3.0, A -1.2 and mechanical drawings. Revised roof top unit locations and indicated on drawings that type I hood exhaust outlets shall be located no less than 10 feet horizontally from parts of the same building and/or from intake air. And refer to detail #20/A -1.2 for shaft construction. Response to Comment #4: See revised floor plan on sheets A -1.0 and #1 /A -1.2 , provided hi -lo drinking fountain and omitted "not used" on detail #10 /A -1.2. Response to Comment #5: See revised floor plan on sheets A -1.0 and #15/A -1.2, revised floor plan to provide required number of water closet for womens' restroom per 2006 IBC table 2901.1 WA State Amendments. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File a • • Moira Carr Bradshaw Planning Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # D10 -022 In reference to Seafood City Market located at 1368 Southcenter Mall Suite #100 Tukwila, WA 98188. Response to Comment #1: See updated sheets A -0.0 and A -1.0, revised location of required area for recycling per our conversation. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File • • Joanna Spencer Public Works Department City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # D10 -022 In reference to Seafood City Market located at 1368 Southcenter Mall Suite #100 Tukwila, WA 98188. Response to Comment #1: See civil drawing sheets D -1.0, C -3.0 & C -5.0 — civil drawing replaces sheet AR -1.2 Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File 7 • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 30, 2010 Bill Beebe Nadel 1990 S Bundy Dr, 4th Los Angles, CA 90025 RE: Correction Letter #2 Development Permit Application Number D10 -022 Seafood City Market —1368 Southcenter Mall, Ste 100 Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Moira Bradshaw at 206 431 -3651 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 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) 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. If you have any questions, please contact me at (206) 431 -3670. Sincerely, enc File No. D10 -022 fer Marshall it Technician W:\Perrnit Center\Correction Letters \2010010-022 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 18, 2010 Project Name: Seafood City Market Permit #: D10 -022 Plan Review: Allen Johannessen, Plans 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. Plumbing fixture calculations on the cover sheet indicates complying with Washington State (WS) Amendments of 1 fixture for each 500 occupants; which not the adopted WS amendments. WS Amendments read for Mercantile, 200 sq. ft. per person. Revise the fixture calculation to show compliance for the Seafood City. (IBC Table 2902.1 WS Amendments Group M) 2. Restroom details on sheet A -1.2 #1 show grab bars located on the incorrect wall (angled wall). In addition, an 18inch vertical bar shall be located between 39 and 41 inches from the rear wall. Grab bars shall be provided on the rear wall and on the side wall closest to the water closet. Revise all relative plans to show grab bars meet ADA codes. (2003 ANSI 604.5 & 604.5.1) 3. The type I hood exhaust fan #4 appears to discharge at close vicinity of the upper story exterior walls and other mechanical ventilation equipment. Termination of type I hood exhaust outlets shall be located no less than 10 feet horizontally from parts of the same or contiguous buildings and 10 feet from and intake air. The air shall be discharged to a location from which it cannot again be readily drawn in by a ventilation system. The concern is for the positioning or location of the duct outlets shown. Provide a revised roof plan that identifies all intake air components in relation to Type I hood exhaust discharge showing dimensions from intake air and the building exterior walls and parapets; clearance to parapets would also be a concern depending on each components height. If the area of the lower roof is insufficient to meet the clearances, extending the ducts to the upper story deck may be a possibility. In either case please provide elevation details of the duct system to clearly show where the ducts shall be installed in the roof system and extend through the roof. Provide details for shaft construction. These details shall be required for the building permit as well as the Mechanical permit. (IMC 501.2, 506.3.12.3 & 506.5.5) 4. A high -low accessible drinking fountain shall be required for the Seafood City. Occupant loads over 30 shall have one drinking fountain for the first 150 occupants, then one per each additional 500 occupants. Show on the floor plans provisions for a drinking fountain as detailed on sheet A -1.2 detail #10. Remove the "NOT USED" note on the detail. (IBC 2903.4.1 Washington State Amendments) 1 • • 5. The occupant calculation for the Seafood City shall require two toilets for the women's restroom. Revise the plan to show the provisions for one additional women's room toilet. Men's restroom shall be sufficient. (IBC Table 2901.1 Washington State Amendments) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PLANNING DIVISION COMMENTS Date: 28 March 2010 From: Moira Carr Bradshaw Subject: D10 -022 Seafood City Tenant Improvement Please revise A1.0 to show the required 182 square feet of space per our conversation. (18.52.080 TMC) a PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 17, 2010 PROJECT: Seafood City Market 1370 Southcenter Mall #100 PERMIT NO: D10-022 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please include a revised sheet AR 1.2 as reference. This sheet shall be stamped and signed by a WA State professional engineer. The sheet in your recent submittal was signed and stamped by an architect. Make sure the Revision No. and date are entered. H: Joanna/D10 -022a • e Allen Johannessen Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # D10 -022 In reference to Seafood City Market located at 1368 Southcenter Mall Suite #100 Tukwila, WA 98188. Response to Comment #1: See updated sheet DA -1.0 — provided suite numbers with reference permit numbers to clarify scope of demolition work for each permit/suite Response to Comment #2: See updated sheet DA -1.0 and keynotes Response to Comment #3: See updated sheet A -0.0 — indicated distance and path of egress. Refer to electrical drawings for path of egress illumination Response to Comment #4: See updated sheet A -7.0 — clarified door schedule notes to 2006 IBC Response to Comment #5: See updated sheet index/T1.0 — architects' disclaimer has been removed Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File • • Moira Carr Bradshaw Planning Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # D10 -022 In reference to Seafood City Market located at 1368 Southcenter Mall Suite #100 Tukwila, WA 98188. Response to Comment #1: See updated sheet A -0.0 — indicated location of required area for recycling per 18.52.080 TMC Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File • Joanna Spencer Public Works Department City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # D10 -022 In reference to Seafood City Market located at 1368 Southcenter Mall Suite #100 Tukwila, WA 98188. Response to Comment #1: See revised reference sheet AR -1.2 Response to Comment #2: See revised plumbing drawings — clarified extent of work for each permit Response to Comment #3: The demolition work shown in sheet DA -1.0 is new demolition work required to complete the building modification as describe in Scope of Work/T1.0 Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File • City d f TuE' . pia • Jim Haggerton, Mayor epartment of Community Development Jack Pace, Director Bill Beebe Nadel 1990 S Bundy Dr, 4th Los Angles, CA 90025 RE: Correction Letter #1 Development Permit Application Number D10 -022 Seafood City Market —1368 Southcenter Mall, Ste 100 Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning, and Public Works Departments. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Planning Department: Moira Bradshaw at 206 431 -3651 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 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) 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. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ifer Marshall it Technician encl File No. D10 -022 W:\Permit Center \Correction Letters \2010\D10 -022 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 v • Building Division Review Memo • ,Tukwila Building Division Allen Johannessen, Plan Examiner Date: February 17, 2010 Project Name: Seafood City Market Permit #: D10 -022 Plan Review: Allen Johannessen, Plans 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 scope of work for this permit indicates general demolition and addition of service doors and warehouse exits. It is not necessary to provide this full set of drawings and details for all the tenant improvements, most of which do not pertain to this limited scope of work. Also the areas for this scope of work are not clouded or clearly identified. As a result this leads to a lot of confusion for the plan review as well as fled inspections. Please identify the scope of work on the plans by clouding the specific areas of work and provide only the specific plan drawings and details relative to the scope of work indicated. 2. The demolition plan (DA -1.0) is provided with "Keynotes ". Please show the Key references for those notes on the floor plan. 3. For the remaining tenant TI's provide a floor plan that identifies means of egress. Dimension egress paths. Means of egress shall identify egress illumination. Egress illumination shall comply with egress illumination requirements where egress pathways have sufficient illumination to meet the 1 foot - candle at the walking surface leading to the exit discharge doorways. (IBC Section 1006) 4. Also as a heads up for this permit and the remaining TI's, the door schedule notes refer to or make reference to outdated "UBC" building codes. Revise the door schedule notes and code references to show compliance with the current 2006 IBC for all new doors, door hardware. 5. Remove the architect's disclaimer note indicated below the "Sheet Index" on this and all other plan cover sheets. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PLANNING DIVISION COMMENTS Date: 24 February 2010 From: Moira Carr Bradshaw Subject:D10 -022 Seafood City Tenant Improvement Please revise A1.0 to show the required 182 square feet of space required for recycling (18.52.080 TMC) • o PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 24, 2010 PROJECT: Seafood City Market 1370 Southcenter Mall #100 PERMIT NO: D10-022 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please include a revised sheet AR 1.2 as reference. This sheet shall be revised per attached Public Works Department Comments pertaining to SC Exterior /Site Work Permit D10 -020. Make sure the Revision No. and date are entered. 2) On your plumbing plans please cloud the work that pertain only to the Seafood City Market #100. 3) Please clarify if the demolition shown on sheet DA -1.0. Is the new demolition or this demolition scope was already approved under the recently issued demolition permit? H: Joanna/D I 0-022 • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 11, 2010 PROJECT: Seafood City Exterior /Site Work 1370 Southcenter Mall PERMIT NO: D10-020 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit the grease interceptors sizing calculations and label the size of each interceptor on plan including tenant names the grease interceptor serves. // 2) Site Utility plan shall be prepared, signed and stamped by a licensed Washington State civil engineer. A clean out shall be provided at 100 foot intervals along the sewer lines and at all vertical or horizontal bends of 90 degrees or greater. Include attached City of Tukwila Clean - Out Detail SS -03. 3) Minimum size of sewer lines for a commercial building shall be 6 ". Show new pipes grades, slopes, lengths and invert elevations. Show vertical clearance between the proposed lines and existing pipes to avoid conflict. 4) Submit construction cost estimate for the site work, in order to determine Public Works permit fee. See attached PW Bulletin A -1, -2. 5) Fill out the attached Traffic Concurrency Test Application form and spell out each tenant use and square footage of leased space. Application fee will be determined after review is completed. 6) This project is subject to Traffic Impact fees, which will be determined by PW Senior Traffic Engineer after the Traffic Concurrency Test Application is submitted. H: Joanna /D10 -020 - 0,2a g.EFEREW_E L2ri Food and Facilities Progra 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206 - 296 -4632 Fax 206 - 296 -0188 TTY Relay: 711 www.kingcounty.gov/health March 8, 2010 Mr. Bill Beese c/o Nadel Architects 1990 S. Bundy Drive, Fourth Floor Los Angeles, CA 90025 0 Public Health kg Seattle & King County MAR .1 2101Q PERMIT Cameo Re: PLANS AND SPECIFICATIONS FOR: Seafood City at 12368 Southcenter Blvd #100, Tukwila, WA 98188 SR1188003 P/E 6777 (Risk 3) Dear Mr. Beese: The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: • All prep sinks and ice machine need to be indirect plumbed. Plumbing systems shall be designed, constructed and installed according to law (applicable local, state and federal statues, regulations and ordinances). • Hot water generation and distribution systems shall be sufficient to meet the peak hot water demands throughout the food establishment. Failure to have hot water of at least 100 degrees Fahrenheit is a red critical violation. If this violation is cited three (3) times in a twelve (12) month period, the food establishment may be closed and the permit may be suspended. • All paint to be used in kitchen, service and prep areas are to be semi -gloss or gloss paint. • No changes shall be made without Health Department approval. Your establishment has been assigned the following plan review service number (SR1188003). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current • permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact Sid Forman at (206) 263 -8531 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your application for a food service establishment permit from Public Health - Seattle & King County may be approved during this inspection however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without Mr. Bill Beese March 8, 2010 Page 2 of 2 �! s the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $364 fee for a repeat inspection. ,.14gontact your local building department or water district if pre- treatment facilities are required t ` �:.. :when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. Please arrange to have your approved set of plans picked up at my office within 30 days of this approval. If you have any questions, please do not hesitate to contact me. Than you for your compliance in this matter and I look forward to working with you. Sincerely your, Sid Forman, RS Health and Environmental Investigator III Food Planner Public Health - Seattle and King County 401 Fifth Avenue, #1100 Seattle, WA 98104 -4099 sid.formanakingcounty.gov (206) 263 -8531 Fax: (206) 296-0189 Attachments • FIRM91 C t # GOP • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -022 DATE: 06/18/10 PROJECT NAME: SEAFOOD CITY SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 100 Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 after Permit Issued E ARTMENTS: -1J Bui dihD v Sion Public Works 1,;11 ALA N/A- -30-t0 Fire Prevention ❑ Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 10 Comments: / / / /���` Incomplete DUE DATE: 06/22/10 Not Applicable Ti Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved Notation: 171 DUE DATE: 07/20/10 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 • • PLAN REVIEW %ROUTING SLIP ACTIVITY NUMBER: D10 -022 DATE: 04 -21 -10 PROJECT NAME: SEAFOOD CITY - MARKET SITE ADDRESS: 1368 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ X Revision # 1 After Permit Issued DEPARTMENTS: ,,pp vi° ding vision Public Works n Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04-22 -10 Not Applicable n 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 n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved H Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 05 -20-10 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 O COORS C` F Y 0 J � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -022 DATE: 04/01/10 PROJECT NAME: SEAFOOD CITY MARKET SITE ADDRESS: 1638 SOUTHCENTER MALL, STE 100 Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: TSi1 ' Building Division POOWbrks (� Fire Prevention Structural ❑ AA4 Planning Division ❑ Permit Coordinator ri DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 04/06/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route [P Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05/04/10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • 3ERMI7 C'. R`RD COPYt !� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -022 DATE: 03/10/10 PROJECT NAME: SEAFOOD CITY MARKET SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 100 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS. Fire Prevention Structural Planning Division Permit Coordinator ii997 -Lb DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 03/11/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route k Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DUE DATE: 04/08/10 DATE: Permit Center Use Only �}�, CORRECTION LETTER MAILED: fl�h Departments issued corrections: MI IC Bldg Fire ❑ PIngx PW)4 Staff Initials: 6` Documents/routing slip.doc 2 -28 -02 •PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -022 DATE: 01 -26 -10 PROJECT NAME: SEAFOOD CITY MARKET SITE ADDRESS: 1370 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS Building'D vision gra, IPA Ajuk 414 a.3 -((0 Fite Prevention 1 !I Ott Structural Planning Division Permit Coordinator ND DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 01 -28-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02-25-10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg fA Fire ❑ PIng, PW`, Staff Initials: Documents/routing slip.doc 2-28-02 f PROJECT NAME: Seafoor� C; AI-y � 4 d PERMIT NO: b i 0 — Oc SITE ADDRESS: 11 to SO e x,'%e . Ma ORIGINAL ISSUE DATE: - � ( u ‘6 ,--10 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I a-1 -� u1/� _ 1-1-249-10 uit( Summary of Revision: ,j,l,2.. 6 Up Se w, (A-44 wv '..1, ik,,,,, 4- -4-c,; S Received by: A 1 A. N V e e v e 3 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS )/ GQ .0,-10 LP 16 JO m j ,'Y)s. Sumary of Revision: , ,rp�.l� , 1,0 4t O' Received by: y4 (4A) Qe e ,./e (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: City o� Tukwila I. T2EVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 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: Lc, (S0 1 Plan Check/Permit Number: -AID -10022_ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # Z after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: \c Project Address: `3L UTA esz u - r �Cl�( ►� Contact Person: 'ZLAth 6) =-0 > Phone Number: _ Summ e ary slim: ' "1�e ,'' AID l Pe-4 1 V S r(a JUN 18 2010 AOTCENTEn Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: , OP- Entered in Permits Plus on t 1 ,O H:\Applications\Forms- Applications On Line \2009 -08 Revision Submittal.doc Created: 8 -13 -2004 Revised: 8-2009 • City of Tukwila Steven M. Mullet, Mayor 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 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1° 1 0 Plan ChecWPermit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued oa a i -- Aacff ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: e� Fc C; Project Address: 3 6 6((ki1 A e �er— ( � Contact Person: r 1 I c U e Phone Number: ,) /0 5 °2 00 Summary of Revision: lR e 0 :5 e 3 IA 3 C e ., p 14.1 4- DeA q; 1 S • ce- F >.VED . ,MLA 1 PEFRMITCENTER Sheet Number(s): -S 1 S 1 • l "Cloud" or highlight all areas f revision including date of revisio Received at the City of Tukwila Permit Center by: [Entered in Permits Plus on k )-' —( c7-J, \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: A .l 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: 03/24/2010 Plan Check/Permit Number: D 10-022 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Seafood City Market Project Address: 1368 Southcenter Mall, Ste 100 Contact Person: ILL 1,w Summary of Revision: Phone Number: (31 d) i326 2 cC7 555 A1T,cNVb �C PERMIT CENTER SheetNumber(s): T' 1•d P`1.o/ •C'3.0 C'rJP / OQ, A-1•o /' 1•Zt 1-3.otAki1.13t/6. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: X Entered in Permits Plus on 0 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 7, • 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: 031of /2010 Plan Check/Permit Number: D 10 -022 ❑ 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: Seafood City Market Project Address: 1368 Southcenter Mall, Ste 100 Contact Person: � Lt_ Phone Number: Summary of Revision: RECSVED CITY OPTukwu MAR 10 2010 ' UAM1't C9 R (31(7)62(9-21W' Sheet Number(s): T1.0 /AK -1.2, A0.0 i 13 .0 A -7.0 rums 1N,' v7"{e7. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /1 [k Entered in Permits Plus on \applications \forams- applications on line\revision submittal Created: 8 -13 -2004 Revised: 4 keg King County Department of Natural Resources and Parks Wastewater Treatment Division Non-Residential Sewer Use Certification Inv • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 41 Ffroperty Street Address �L 9810 ittyy J// /) State ZIP Owner's Name fltV Subdivision Name Lot # Subdiv. # Block # Building Name .40_) (if a plicable Number O e Phone Number with Area Code) ( ) d` Property Contact Phon umber (with Area Code) Owner's Mailing Address ,i t ts>i• A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public _ Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 7 77 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 -Z.- Sink, Clinic flushing 8 8 Sink, kitchen 3 2 / / �� -t Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 / 6 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Z.. L/ Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 RCE For King County Only Account # No. of RCEs Monthly Rate Property Tax ID # 91-D2,..2)---7 2 .17 Party to be Billed (if different from owner 2B 5 City or Sewer District '%� iJ / Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes o Was building on Sanitary Sewer? ,Yes No Was Sewer connected before 2/1/90? ❑ Yes plNlo Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE C RCE RA JAN ? ti all) PERMRCENi� )() Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or . this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understan • that the capacity charge levied will be based on this information and any deviation will require resubmission of correc )Jata etermination .f a revised capacity charge. Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 9/07) White — Kino County Yellow — Local Sewer Aoencv Pink — Sewer Customer •®,"., Contractors or Tradespeople Printer Friendly Page • • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Tilton Pacific Const Inc UBI No. 602872954 Phone 9166307200 Status Active Address 4150 Citrus Ave License No. TILTOPC909CP Suite /Apt. License Type Construction Contractor City Rocklin Effective Date 2/16/2010 State Ca Expiration Date 2/16/2012 Zip 95677 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Tilton, James Richard President 02/16/2010 Tilton, Stephanie Kathleen Secretary 02/16/2010 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 INS CO OF THE WEST 2304298 02/11/2010 Until Cancelled $12,000.00 02/16/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 AMERICAN GUARANTEE i3 LIABILITY CP0427795001 01/01/2010 01/01/2011 $1,000,000.00 02/16/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https:// fortress .wa.gov /lni/bbip/Print.aspx 04/16/2010 t 1Yf1�/iHNAl1KRMiYKmNwxr'L+tliifb %V�KPi2N�e%R= ]±efliY.- --: t {1 YSaYiiM_' -_d5q. 5'!k/Al +N_43- sti+9444 iVMJdyy g.,x!44:weR+F1�A'kF.�r'0.* }. SQ. FT. RACK AREA TOTAL 880 SLAB THICKNESS 5" PSI = 2500psi GROCERY WAREHOUSE 1,179 SQ. FT. PI KITCHEN 47 . FT. ,7 FILE COPY Permit No.. biro- 6 2,-. Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the .'oiation of any adopted code or ordnance. Receipt of L. proved Field p : d conditions is acknowledged: Q B Date:. City Of Tukwila BUILDING DIVISION RACK LAYOUT SCALE : 1/16 "= 1' —O' *an tiYtMmsi7�gft4t. -tn _r..a2Faa^.YY.iSiaiW REVIEWED FOR- CODE COMPLIANCE APPROVED JUN 3 0 2010 A-T \Alt City of Tukwila BUILDING DIVISION s-U WEfiptl Ntl&trA t+ti t@4:+.>zY:e'viW.efti if NOTE: SHELVING ON SEPARATE PERMI T The P.E. certification provided herein by SCE, Inc. pertains to the storage rack components only. All other components are outside the scope of this certification. FRONT VIEW SIDE VIEW EXPIRf:S SELECTIVE RACK ELEVATION SCALE :3/16 " = 1' —O" 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. SHEET: D SIZE :.>n_k.s.,,twt,as.,r. taM44rfStrlfr ti i+i'4iatf�M+ iK47�i4Y!ii AQYA4t§n# 1k'.. VZtraMUma/ 2Nipe a!<vary+.9,t!:.rF,4ttoaAeptt...t . tIror s Ieitiks REVISION NO. 2- t-1 1/2"-t HORIZ. BRACE AMVA 3/811 - TYP. COLUMN 3/16P' 1 -1/2" TYP. NOTES: USE @ ALL COLUMN /BASE LOCATIONS TYP.UON. DESCRIPTION MATERIAL STEEL YIELD BASE PLATE: 8" X 5" 3/8" THICK PLATE DESCRIPTION COLUMN: IF 3014 DESCRIPTION BRACING: HORIZ. & DIAG. ASTM A36, Fy= 36,000 PSI MATERIAL STEEL YIELD ASTM A570, Fy= 55,000 PSI MATERIAL STEEL YIELD 16 GAGE STEEL ASTM A570, Fy= 55,000 PSI NOTES: USE @ ALL BRACE LOCATIONS TYP. 5/16 SAFETY PIN 7/160 GR. 55 RIVET 3 3/8" DESCRIPTION MATERIAL STEEL YIELD 3 -PIN CONNECTOR 7 GAGE ASTM A570, Fy= 55,000 PSI NOTES: USE @ ALL INTLK BEAM TO COLUMN CONNECTION LOCATIONS TYP. 11/16" 1/8" V <TYP. 1" 2" 11 2" 5/160 SAFETY PIN u 7/160 G3 3/16" 55 RIVET TYP.> 1 /R" DESCRIPTION MATERIAL STEEL YIELD 3 -PIN CONNECTOR 7 GAGE ASTM A570, Fy= 55,000 PSI NOTES: USE @ ALL HMH BEAM TO COLUMN CONNECTION LOCATIONS TYP. DESCRIPTION 4" BEAM ( INTLK 40E) NOTES: MATERIAL 15 GAGE USE @ TYPE 2 STEEL YIELD ASTM A570, Fy= 55,000 PSI BEAM LOCATIONS TYP. DESCRIPTION 3-3/8" BEAM ( HMH #33140) NOTES: MATERIAL 14 GAGE USE @ TYPE 1 HMH STEEL YIELD ASTM A570, Fy= 55,000 PSI BEAM LOCATIONS TYP. DESCRIPTION GENERAL INFORMATION ROW SPACER C C OLUMN EAM NOT A DEPICTION OF THIS PROJECT BASE PLATE 1 CONNECTOR ASE PLATE F.F. 31 /4" MIN. EMBED. HILTI KWIK BOLT TZ ANCHOR SIZE ESR# 1/2 "0 X 3 1/4" MIN. EMBED. 1917 120" 56" 56" TYPE 1 SELECTIVE RACK PERIODIC SPECIAL INSPECTION REQ'D DURING INSTALLATION NOTES: SEE NOTE #4 ABOVE FOR ANCHOR SPECS. 99" 42" 24" & 44" GENERAL PROJECT NOTES 1. DESIGNED PER THE REQUIREMENTS OF THE 2006 IBC 2. SEISMIC CRITERIA Ss = 1.429, S1 = 0.489, Fa = 1.0, Fv = 1.511 Ip = 1.0 (NO PUBLIC ACCESS) Sds = 0.957, Sd1 = 0.495, OCC CATAG. II SITE CLASS D, SEISMIC DESIGN CATAG. D. 3. STORAGE CAPACITY: TYPE 1 - 745# PER LEVEL TYP. TYPE 2 - 444# PER LEVEL TYP. 4. ANCHORS HILTI KWIK BOLT TZ ESR #1917 ,1/2 "0 x 3 -1/4" MIN. EMBEDT. OR APPROVED EQUAL (2) ANCHOR PER BASE PLATE @ OPP. CORNER. 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. 6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6" x 4000 PSI 7. SLAB DESIGN LOAD BY CUENT = 75PSF 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT. 9. ALL BOLTS GR. 5 OR BETTER. INSTALL TO SNUG TIGHT FIT WITH ALL PLYS IN FLAT CONTACT 10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E7OXX ELECTRODE OR BETTER. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A UCENSED DEPUTY INSPECTOR. 11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE CEIUNG SPRINKLER DEFLECTOR. 120" 56" 56" REVIEWED FOR CODE COMPLIANCE APPROVED JUN U 2010 City of Tukwila BUILDING OIVISIflN TYPE 2 SELECTIVE RACK 108" 2 42" 42" W 0 1200 JEFFERSON ST. STE.F ANAEHIM, CA 92807 PH. 714.632.7330 FAX 714.632.7763 24" FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW DESCRIPTION STORAGE RACK ELEVATION 0 0 LLi O J 0 2 O EELL 1- 0 LL z Q L LI o c0 0 co T 3 1- PRO SURPLUS DATE JUNE -11 -2010 z Io JOB NO. K- 060910 -10 SHEET N0. SCE 1OF1 J cirroFTULA JUN 16 2010 PERMITCENTER. 2 42" 42" W 0 1200 JEFFERSON ST. STE.F ANAEHIM, CA 92807 PH. 714.632.7330 FAX 714.632.7763 24" FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW DESCRIPTION STORAGE RACK ELEVATION 0 0 LLi O J 0 2 O EELL 1- 0 LL z Q L LI o c0 0 co T 3 1- PRO SURPLUS DATE JUNE -11 -2010 z Io JOB NO. K- 060910 -10 SHEET N0. SCE 1OF1 J PRINTED: Apr 15, 2010 r It 2' -0" FEILD VERIFY J U N FEILD VERIFY ! -11 I-1 11= ! I =I I ! =1Ii 1 =1 I I -1 I I-! I =1 1 -I_! II -1 11= =1I1 -I I' =III -111 =_ III -1 I I-I 1 i- � � -I ; !_ 1 11 =1 ! 1 =1 11 =1 11 =1 ! 1 =1 TYPICAL TRENCH RUNNING NORTH AND SOUTH KEYNOTES: 1. (N) 6" CONCRETE SLAB W/ #4 LAPPED TO MATCH (E) SPACING 2. CHIP OUT CONCRETE TO EXPOSE REBAR 3. SAWCUT 5/8" DEEP 4. (El 6" CONCRETE SLAB 5. (N) LENTON LOCK SPLICE (STAGGER 6" MIN) 6. HANGER PER PLUMBING DRAWINGS 7. ROCK BACKFILL PER PROJECT SPECS 8. PIPE PER PLUMBING DRAWINGS 9. BACKFILL PER PROJECT SPECS 10. CHIP BACK LINE. DO NOT CUT REBAR BETWEEN CHIP BACK UNE AND SAW CUT UNE 11. SAW CUT LINE. ALL REBAR MAY BE CUT 12. SEE PLAN FOR REINFORCING NOTES: A. SEE DETAIL 5/S0.1 FOR PLAN VIEW AND REINFORCING B. SEE DETAIL 5/S0.1 FOR ADDITIONAL EPDXIED BARS NOT SHOWN NO SCALE 1 1 11 =1 I I ! I I = -1 1 i -I =1I1= 111 -I' = III -III -111.. I - III -I I' -1 I I -! I i =1 =i 11 =1 I I -� I -� Ili I l l I 1 1=111=111=1 -,1=1 J ! TYPICAL TRENCH RUNNING EAST WEST KEYNOTES: 1. (N) 6" CONCRETE SLAB W/ #4 - LAPPED TO MATCH (E) SPACING 2. (El 6" CONCRETE SLAB 3. PIPE PER PLUMBING DRAWINGS 4. BACKFILL PER PROJECT SPECS 5. (N) LENTON LOCK SPLICE (STAGGER 6" MIN) 6. HANGER PER PLUMBING DRAWINGS 7. ROCK BACKFILL PER PROJECT SPECS 8. SEE DETAIL 4/S0.1 FOR REINFORCING NOTES: A. SEE DETAIL 4/S0.1 FOR PLAN VIEW NO SCALE uVyUvoc�v,�c�vr JO�C)OCJ ✓C2n DC OqnC400(nr ogNMpn 0osi-7c�G0 or hoc 0c0 KEYNOTES: 1. 2. 3. (N) 6" CONCRETE SLAB (El BACKFILL BY OTHERS #4 BENT DOWELS AT 20" O.C. 24" 4. (El GRADE BEAM 5. WHEN SAW CUT IS LOCATED WiTHIN 18" OF (El GRADE BEAM AND DOWEL BAR IS CUT, ADD NEW #4 EPDXY DOWEL x 2' -6" W/ 5" MIN EMBEDMENT INTO (E) SLAB TYPICAL TRENCH PERPENDICULAR TO GRADE BEAM NO SCALE 1' -6" NORTH -SOUTH DIRECTION BAR AT NEW SLAB NO SCALE 1' -0" 2' -0" 1 EAST WEST DIRECTION (T &B) BAR AT NEW SLAB KEYNOTES: 1. (N) 6" CONCRETE SLAB 2. (N) #4x2' -3" W/ 5" MIN EMBEDMENT NOTES: A. SEE PLAN AND DETAIL 5/S0.1 FOR EAST /WEST BARS B. EAST /WEST BARS NOT SHOWN FOR CLARITY. KEYNOTES: 1. LAP #4 TO MATCH (E) SPACING 2. (N) LENTON LOCK SPLICE BY OTHERS (STAGGER 6" MIN) 3. (N) #4x3' -6" W/ 5" MIN EMBEDMENT 4. CUT EVERY OTHER BAR AS SHOWN AFTER SLAB IS CHIPPED BACK 5. (N) 6" CONCRETE SLAB 6. CHIP BACK UNE. DO NOT CUT REBAR BETWEEN CHIP BACK UNE AND SAW CUT LINE 7. SAW CUT LINE. ALL REBAR MAY BE CUT NOTES: A. NORTH /SOUTH BARS NOT SHOWN FOR CLARITY. B. SEE PLAN AND DETAIL 4/S0.1 FOR NORTH /SOUTH BARS NO SCALE STIRRUP AND TIE HOOKS fThl C)\ ) CD TYP OFFSET BAR ALL OTHER REINFORCING STANDARD REBAR BENDING DETAILS 2 1/2" MIN KEYNOTES: 1. MINIMUM BEND DIAMETER: 6d FOR 3 THRU #8 8d FOR 9 THRU #11 2. STIRRUP AND TIE HOOK EXTENSION: 6d FOR #3 THRU #5 12d FOR #6 THRU #8 3. MINIMUM BEND DIAMETER FOR SiIRRUPS AND TIES ONLY: 4d FOR #3 THRU #5 6d FOR #6 THRU #8 NOTES: A. d = BAR DIAMETER B. ALL REINFORCEMENT SHALL BE BENT COLD UNLESS NOTED OTHERWISE ON PLANS OR DETAILS NO SCALE GENERAL STRUCTURAL NOTES GENERAL REQUIREMENTS DRAWINGS THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND /OR WORKERS WHO HAVE A WORKING KNOWLEDGE OF THE APPUCABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDETION OR ELEMENT IS (OR CAN BE) EXPUCITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPUCITLY SHOWN. MISCELLANEOUS ITEMS CALCULATION AND DESIGN OF MISCELLANEOUS NON- STRUCTURAL ITEMS, SUCH AS STAIRS, RAILINGS, NON- STRUCTURAL WALLS AND PREFABRICATED STRUCTURAL ITEMS, SUCH AS FLOOR AND ROOF TRUSSES, ARE NOT INCLUDED AND ARE TO BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS. CONSTRUCTION MEANS AND METHODS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, FORM -WORK, ETC... AS REQUIRED FOR THE PROTECTION OF UFE AND PROPERTY (INCLUDING UTILITIES) DURING CONSTRUCTION. CONSTRUCTION MATERIALS SHALL BE PLACED ON THE STRUCTURE SUCH THAT THE DESIGN LOADS ARE NOT EXCEEDED. THAT DESIGN UVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. SPECIAL INSPECTIONS SPECIAL INSPECTION INDEPENDENT OF THE CONTRACTOR, ARCHITECT, AND ENGINEER OF RECORD SHALL BE PROVIDED BY OWNER ACCORDING TO CBC CHAPTER 17. SITE OBSERVATIONS PERFORMED BY THE ENGINEER OF RECORD DOES NOT CONSTITUTE AN INSPECTION AS DETERMINED BY THE BUILDING OFFICIAL THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE W/ THE CONTRACT DOCUMENTS, NOT THE SHOP DRAWINGS. THE SPECIAL INSPECTOR SHALL SEND REPORTS TO THE OWNER, THE BUILDING OFFICIAL, THE ARCHITECT, THE ENGINEER, AND CONTRACTOR FOR CORRECTION. THE SPECIAL INSPECTOR SHALL SUBMIT A BI- WEEKLY AND A FINAL SIGNED REPORT STATING THAT THE SPECIAL INSPECTION WORK WAS, TO THE BEST OF HIS /HER KNOWLEDGE, IN CONFORMANCE W/ THE PLANS, SPECIFICATIONS AND APPUCABLE WORKMANSHIP PROVISIONS OF THE CBC. CONT OR PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING WORK: VERIFICATION AND INSPECTION CONT PERIODIC CONCRETE 60 A706 INSPECTION OF REINFORCING STEEL AND PLACEMENT 60 • INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT • A615 VERIFYING USE OF REQUIRED DESIGN MIX 60 ■ SAMPLING FRESH CONCRETE TO PERFORM SLUMP, AIR CONTENT AND TEMPERATURE TESTS PER ACI 318 ■ 19" WELDING OF REINFORCING BARS (REBAR ASTM A706) 23" • INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES 23" • EPDXY- ANCHORING OPERATIONS 37" 22" FOR BOLT, REBAR, THREADED ROD, ETC. INCLUDING VERIFICATION OF BOLT OR BAR MATERIALS, HOLE DEPTH AND DIA. CLEANOUT. EPDXY MIXING AND #7 41" PROCEDURES AND EMBEDMENT DEPTH IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND MFR SPECS AND RECOMMENDATIONS II 41" SOILS VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 61" ■ VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. #9 ■ PERFORM CLASSIFICATION AND TESTING OF CONTROLLED F1LL MATERIALS. 41" ■ VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF CONTROLLED F1LL > 12" THICK. ■ 77" PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. 59" ■ REINFORCING STEEL USE OF EPDXY - COATED BARS IS NOT PERMITTED. GRADE TYPE GRADE ASTM STD ALL WELDED BARS 60 A706 #4 OR LARGER 60 A615 #3 OR SMALLER 40 A615 WELDED WIRE FABRIC 60 A185 CLEAR COVER ALL DIMENSIONS NOT NOTED AS "CLR" ARE TO THE CENTER OF THE BAR. MIN COVER FOR NON- PRESTRESSED STEEL (UNO): STRUCTURAL ELEMENT COVER TOLERANCE FOOTINGS AND SLAB ON GRADE 3" 3/8" WALLS ( #5 OR SMALLER) 1 1/2" 3/8" WALLS ( #6 OR LARGER) 2" 1/2" ELEVATED SLABS, BEAMS AND COLUMNS 1 1/2' 3/8" LAP SPLICES LENGTHS SHALL BE PROVIDED PER THE FOLLOWING TABLE. (UNO TACK WELDING OF REINFORCING BARS NOT ALLOWED). REBAR LAP SCHEDULE BAR TOP REINFORCINGa BOT REINFORCING LAP b 1.3 LAP` LAP b 1.3 LAP` #3 14" 18" 11" 14" #4 19" 24" 14" 19" #5 23" 30" 18" 23" #6 28" 37" 22" 28" #7 41" 53" 32" 41" #8 47" 61" 36" 47" #9 53" 69" 41" 53" #10 59" 77" 46" 59" #11 66" 86" 51" 66" (a) TOP REINFORCING IS DEFINED AS HORIZONTAL REINFORCING PLACED SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST BELOW. (b) WHERE SPUCES ARE STAGGERED AT LEAST ONE LAP LENGTH USE THESE LAP LENGTHS. (C) WHERE MORE THAN 1/2 OF BARS ARE SPLICED AT ONE LOCATION USE THESE LAP LENGTHS. MECHANICAL SPLICE COUPLERS MECHANICAL SPLICE COUPLERS SHALL HAVE CURRENT ICC APPROVAL AND SHALL BE CAPABLE OF DEVELOPING 125% OF THE STRENGTH OF THE BAR. WELDING WELDING OF REINFORCING BARS, METAL INSERTS, AND CONNECTIONS SHALL CONFORM TO AWS D1.4 BENDING AND SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. ALL REINFORCING SHALL BE BENT COLD. BARS SHALL NOT BE UN -BENT AND RE -BENT. PLACE AND DETAIL ALL BARS SHALL BE DETAILED AND PLACED PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERT REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. UTILITIES ENGINEERING SYSTEM SOLUTIONS SHALL NOT BE HELD RESPONSIBLE FOR ENGINEERED FILL AND LOCATION OF BURIED PIPE BELOW (E) SLAB AND (E) GRADE BEAMS. SEE CONSTRUCTION DRAWINGS FOR REQUIRED INFORMATION. DIMENSIONS, INSERTS AND OPENINGS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS, CONDMONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED BEFORE START OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WHERE DISCREPANCIES OCCUR IN THESE DRAWINGS, NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. CONTRACTOR SHALL ESTABUSH''AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. STANDARDS WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE EDITION REFERENCED IN THE GOVERNING BUILDING CODE. TYPICAL DETAILS AND NOTES TYPICAL DETAILS AND NOTES SHALL APPLY, THOUGH NOT NECESSARILY INDICATED AT A SPECIFIC LOCATION ON PLANS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. SHOP DRAWINGS SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS ARE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. REVIEW DOES NOT INDICATE THAT THE SHOP DRAWINGS ARE CORRECT OR COMPLETE. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED ACCORDINGLY. THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING SYSTEM SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS PERFORMED BY OTHERS. FIVE WORKING DAYS SHALL BE ALLOWED FOR THE ENGINEER'S REVIEW. CONTRACTOR SHALL PROVIDE A COPY OF EACH SUBMITTAL FOR ENGINEERING SYSTEM SOLUTIONS RECORDS. MOLD MOLD CONCERNS AND PREVENTION IS OUT OF ENGINEERING SYSTEM SOLUTIONS SCOPE OF SERVICES. ENGINEERING SYSTEM SOLUTIONS SHALL BE HELD HARMLESS, TO THE EXTENT OF THE LAW, FOR ALL MOLD PREVENTION AND MOLD RELATED CONCERNS. BASIS FOR DESIGN GOVERNING BUILDING CODE: 2007 CBC OCCUPANCY CATEGORY II LOADING INFORMATION GRAVITY FLAT ROOF SLOPED ROOF FLOORS STORAGE & EGRESS D Lr D Lr D L STORAGE L EGRESS L N/A N/A - -- - - -- 10 PSF 75 PSF 125 PSF 100 PSF -LIVE LOADS REDUCED AS PERMITTED BY BUILDING CODE. CONCRETE MATERIAL MINIMUM 28 DAY COMPRESSIVE STRENGTH SLAB ON GRADE, FOOTINGS, AND WALLS 4500 PSI MAXIMUM W/C RATIO 045 CONCRETE SLUMP 4 INCHES CEMENT TYPE II ALL CONCRETE SHALL BE REGULAR WEIGHT OF 145 POUNDS PER CUBIC FOOT LINO, USING HARD ROCK AGGREGATES CONFORMING TO ASTM C33. BATCHING, MIXING, AND TRANSPORTING BATCHING, MIXING, AND TRANSPORTING CONCRETE SHALL BE PER ACI 304R. CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY THE ENGINEER OF RECORD. PORTLAND CEMENT SHALL CONFORM TO ACI 318 CHAPTER 3.2. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT, UNLESS APPROVED BY THE ENGINEER OF RECORD OR AUTHORIZED TESTING AGENCY. WATER SHALL NOT BE ADDED AT THE JOB SITE SUCH THAT THE MAXIMUM W/C RATIO IS EXCEEDED. FORM WORK FORM WORK SHALL BE PER ACI 347R. PLACING PLACING OF CONCRETE SHALL BE PER ACI 304R. PLACING OF CONCRETE BY MEANS OF PUMPING SHALL BE PER ACI 304.2R. REINFORCING STEEL AND EMBEDDED ITEMS SHALL BE CLEAN AND FREE FROM GREASE, OIL AND OTHER FOREIGN DEBRIS. REINFORCING AND OTHER EMBEDDED ITEMS SHALL BE TIED IN PLACE AND CARE SHALL BE TAKEN TO ENSURE THAT EMBEDDED ITEMS ARE NOT DISPLACED WHILE PLACING CONCRETE. CONTRACTOR SHALL ENSURE THAT PROPER COVER IS MAINTAINED AT ALL REINFORCING DURING PLACEMENT. CONSOLIDATION CONSOLIDATION OF FOOTINGS, WALLS, SLABS ON GRADE, BEAMS, COLUMNS, AND ELEVATED SLABS SHALL BE PER ACI 309R. UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FEET. WHERE THE CONGESTION OF REINFORCING RESTRICTS THE USE OF A STANDARD HOSE NOZZLE, A REDUCED HOSE NOZZLE MAY BE USED OR, AT THE CONTRACTOR'S OPTION, PORTS MAY BE BORED INTO THE SIDES OF THE WALL FORMS. EMBEDDED ITEMS EMBEDDED ITEMS SHALL BE PLACED PER ACI 318 SECTION 6.3. CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. EMBEDDED CONDUITS, PIPES, AND SLEEVES SHALL NOT BE LARGER IN DIAMETER THAN 1/3 THE OVERALL THICKNESS OF THE SLAB, BEAM, OR WALL IN WHICH THEY ARE EMBEDDED AND SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS OR ELEMENT WIDTHS ON CENTER. COLD WEATHER CONCRETING LARGE EMBED ITEMS SHALL BE HEATED TO AT LEAST 32'F PRIOR TO PLACEMENT IN CONCRETE. FROZEN SUBGRADE SHALL BE THAWED TO THE MINIMUM EMBEDMENT DEPTH AS SPECIFIED IN THE BASIS FOR DESIGN. CONCRETE TEMPERATURE WHILE PLACING SHALL BE 55'F AND MAINTAINED OVER THE NEXT 72 HOURS. THE MAXIMUM ALLOWABLE TEMPERATURE DROP OVER THE NEXT 24 HOURS IS 50'F. CONCRETE TEMPERATURES SHALL BE CHECKED AT LEAST 2 TIMES PER DAY AND NOT CLOSER THAN 8 HOUR INCREMENTS. WHEN CONCRETE IS PLACED IN COLD WEATHER CONDITIONS, ACCELERATOR ADMIXTURES MAY BE USED WHEN CONCRETE STRENGTH IS INCREASED BY BY 25% (750 PSI MIN) AS SPECIFIED IN CONCRETE SECTION. PRIOR TO REMOVAL OF FORMS AND SHORING, CONCRETE STRENGTH SHALL REACH 1000 PSI COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE. A DETAILED REPORT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD WITH THE CONCRETE MIX DESIGN AND PROTECTION PROCEDURES PRIOR TO PLACEMENT OF CONCRETE. 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 fens. STANDARD ABBREVIATIONS AB ACI ADOL AEC AISI NEC ALT APA ARCH ASD ASTM BLDG BUG BN BOF BOS BOT CM CLR CMU COL CONC CONT CRSI DBL DEMO DIA OR 4 DIAG DIM DWG (E) EA ELEV EN ESR EQ EQUIP FF FDN FT FTG GA GALV GL GSN GT HI HORIZ HSS HT IBC INFO ICC K KLF KSF KSI LL LLH LSL 10 LONG LRFD LT MAX MECH MFD MFR MIN MISC NTS O.C. OPP PL PI F PREFAB PRELIM PSF PSI REINF REQ'D RUE SCHED SHTG SIM SPEC SSMA STD SR T&B T&G TJI T 0 TRANS TYP UNO VERT W W/O Wr WWF ANCHOR BOLT AMERICAN CONCRETE INSTITUTE ADDITIONAL AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN IRON AND STEEL INSTITUTE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ALTERNATE NMERICAN PLYWOOD ASSOCIATION ARCHITECTURAL ALLOWABLE STRESS DESIGN AMERICAN SOCIETY FOR TESTING AND MATERIAL BUILDING BLOCKING BOUNDARY NAILING OR FASTENERS BOTTOM OF FOOTING BOTTOM OF STEEL BOTTOM CALIFORNIA BUILDING CODE CENTER LINE CLEAR CONCRETE MASONRY UNiT COLUMN CONCRETE CONTINUOUS CONCRETE REINFORCING STEEL INSTiME DOUBLE DEMOLITION DIAMETER DIAGONAL DIIrENSION DRAWING EXISTING EACH ELEVATION EDGE NNUNG EVALUATION SERVICES REPORT . EQUAL EQUIPMENT FINISH FLOOR FOUNDATION FOOT FOOTING GAGE GALVANZED GLUE - LAMINATED BEAM OR COLUMN GENERAL STRUCTURAL NOTES GIRDER TRUSS HIGH HORIZONTAL HOLLOW STRUCTURAL SHAPE HEIGHT INTERNATIONAL BUILDING CODE INFORMATION INTERNATIONAL CODE COUNCIL KIP (1,000 IBS.) KIPS PER LINEAR FOOT KIPS PER SQUARE FOOT KIPS PER SQUARE INCH DOUBLE ANGLE LONG LEG HORIZONTAL LONG LEG VERTICAL LOW LONGiNDINA. LOAD AND RESISTANCE FACTOR DESIGN UGHT MAXIMUM MECHANICAL MANUFACTURED MANUFACTURER MINIMUM MISCELLANEOUS NOT TO SCALE ON CENTER OPPOSITE HAND PLATE POUNDS PER LINEAR FOOT PREFABRICATION PRELIMINARY POUNDS PER SQUARE FOOT • POUNDS PER SQUARE INCH REINFORCING REQUIRED ROOF MOUNTED EQUIPMENT SCHEDULE SHEATHING SIMILAR SPECIFICATION STEEL STUD MANUFACTURERS ASSOCIATION STANDARD STEEL TOP AND BOTTOM TONGUE AND GROVE 'TRUS- JOIST' I -JOIST TOP OF TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WiTH WITHOUT WEIGHT WELDED WIRE FABRIC SHEET INDEX SHEET NO. SHEET TITLE S0.1 GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS S1.1 SLAB DEMO SHOP DRAWING FELE COPY Permit No. ,b 10 O2ZI Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt r: approved Field Dopy d conditions is acknowledged: By Date: Lt--o-La (,o City Of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2010 City of Tukwila BUILDING DIVISION ANF & ASSOCIATIN NO EXCEPTION TAKEN KE CORRECTIONS AS NOTED ❑, REVISE AND RESUBMIT . p REJECTED Reviewing le only for posed conformance with the dsign concept of the prol :tend general completes alth the informal= given In the Contract documents. Any action shown Is subject to the rsquirernersta of the plans and specifications. Contractor is responsible for dimensions width shall be confirmed and correlated at the job site; fabrication procoes s and techniques of construction; coordination of his work with that of all other trades; and the satisfactory parlomrance of his work Date 4 REVISION NOLL DIO- 0� Z • b (J By i t / /1( Y DATE ) DESCRIPTION RECEIVED APR 212010 PERMIT CENTER DATE: APRiL 12, 2010. PROJECT NUMBER SHEET NUMBER SA10117. 0 N w T ■• 212' -11" - ■i v v / 30' -52" / 28' -0" 28' -0" 40' -0" f 28' -0" >_9" 30' -52„ 3„ \ X / ^ / / / • 7 1 r1- 1 I x I I I i� �� 1 I rr 17 7�7J--- --C - -� u 7----- -I(1L L J L X11 4- . H N 1 Iw k , I SIM S0.1 1 EL / v 1 I / SIM // // // / SIM // // // 4/ // // // // L SIM - rg- I— I rt e -r --r L_ SIM L141 _H+ rt � _J L _J 1 L H N) N 0 N —1 SIM 1 1 N NEW SLAB PLAN NOTES A. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. RESOLVE ANY DISCREPANCIES WITH ARCHITECTS. B. SEE DETAILS 1/S0.1, 2/S0.2, 3/S0.2, 4/S0.2, 5/S0.2, AND 6/S0.2 FOR NEW CONCRETE PLACEMENT DETAILS. C. 1 INDICATES NEW CONCRETE D. SEE ARCH'L DRAWINGS FOR ALL SLAB, TRENCH, AND CURB LOCATIONS E. WHEN SAW CUT IS PARALLEL TO AND LOCATED WITHIN 1 8" OF (E) GRADE BEAM AND DOWEL BAR IS CUT, ADD NEW #4 EPDXY DOWEL x 2' -6" W/ 5" MIN EMBEDMENT INTO (E) SLAB F. WHERE NEW REINFORCING IS NOT NOTED ON PLAN, QUANTITY, SIZE, AND SPACING TO MATCH EXISTING BARS IN KIND. G. ALL REINFORCING SHOWN ON PLAN IS CONTINUOUS AND SHALL BE LAPPED IN ACCORDANCE W/ THE REBAR LAP SCHEDULE. H. THIS PLAN IS A SHOP DRAWING AND REQUIRES APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. J. PRIOR TO SAW CUTTING ANY PORTION OF THE SLAB, THE CONTRACTOR SHOULD FIELD VERIFY THAT THE EXISTING SLAB AT ANY LOCATION IS CONTINUOUSLY SUPPORTED BELOW BY GRANULAR BACKFILL. NOTIFY ENGINEER OF RECORD IMMEDIATELY IF THIS CONDITION IS NOT SATISFIED. K. THIS PLAN SHOWS THE APPROXIMATE LOCATIONS OF THE UTILITY TRENCHES. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY LOCATING AND DIMENSIONING THE SLAB CUT UNES FOR THE UTILITY TRENCHES. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE UTILITY TRENCHES USING THE CONSTRUCTION DRAWINGS FOR THIS PROJECT. L SEE SPECIFICATIONS AND GENERAL NOTES PROVIDED BY ANF & ASSOCIATES (DELTA 1). IF THEY ARE MORE STRINGENT THAN WHAT IS SHOWN ON THESE DRAWINGS, THE ANF SPECIFICATIONS AND GENERAL NOTES SHALL GOVERN. M. THESE DRAWINGS SHALL NOT BE CONSTRUED AS CONCRETE REINFORCING SHOP DRAWINGS. N. ALL BACKFILL, TUNNELING, AND POSITIONING OF UNDERGROUND PIPING /CONDUIT BELOW THE EXISTING SLAB AND EXISTING GRADE BEAMS IS THE RESPONSIBILITY OF THE CONTRACTOR. KEYNOTES 01 SAWCUT LINE. ALL REBAR MAY BE CUT ALONG THIS LINE. 02 CHIP BACK UNE. MAX DEPTH OF SAW CUT SHALL BE 5/8 ". DO NOT CUT ANY REBAR (BOTH DIRECTIONS) IN THIS AREA. 30 (3) #4 AT 6° O.C. (T &B) EAST /WEST ® #4 AT 10" O.C. (T &B) EAST /WEST 50 #4 AT 18" O.C. CENTERED NORTH /SOUTH © (2) #4 AT 12" O.C. CENTERED NORTH /SOUTH 70 #4 AT 7" O.C. BOTTOM AND #4 AT 9° O.C. TOP EAST /WEST ® (2) #4 AT 18" O.C. CENTERED NORTH /SOUTH CD #4 AT 12" O.C. (T &B) EAST /WEST 10 #4 AT 6" O.C. (T &B) EAST /WEST 11 (2) #4 AT 12" O.C. (T &B) EAST /WEST 12 ADDITIONAL (2) #4 AT 12" O.C. (T &B) EAST/WEST 13 (4) #4 AT 6" O.C. (T &B) EAST /WEST 14 (2) #4 AT 12" O.C. CENTERED NORTH /SOUTH (TYP AT 2' -0° WIDE SAW CUT TRENCH) 0 SEE DETAIL 3/S0.1 FOR NEW EPDXY DOWELS AS REQUIRED BY KEYNOTE 5 IN SAID DETAIL ps SEE PLUMBING DRAWINGS FOR TRENCH DRAIN REQUIREMENTS CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND NOTIFY ENGINEER OF RECORD IMMEDIATELY OF DISCREPANCIES BETWEEN PLANS AND EXISTING CONDITIONS. J 4 L— E J L Irt H �I J L 0 1 ✓ E r —I rt -1—Z I4 (I SIM L V) sw r— —L7 —_—a-- '�H 't J � L I-4 H-41 r��hH 41 7 L I— 1 1 J E L ~� J 12.141-H IL'41 �(1L 7 J L 7 I- SIM � I ' —1 n i I 1. I - Lrp II II 1 Li n —1 0 U fQ Fr= = = 1111 SIM\ LL_ I 1 I L 11 11 I1 I1 11 1 1 I I r p I J 7 t -t-� —� J � J 1 4± I ( 1 L_t —___, 1 r r 7- Li-_l 7 0 71 --r1:1 L 7 7 7 L -I- t— ANF &ASSOCIATES NO EXCEPTION TAKEN MAKE CORRECTIONS AS NOTED 0 REVISE AND must= 0 REJECTED Rowley:Mg Is only for general conformance with tla docign concept of the project and general compliaa with the information given in the contract documents. Any action shown Is subject to the requirements of the plans and cpecifications. Contractor is responsible for. dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction: coordination of his work with that of all other trades; and the satisfactory performance of his work By 1.1110 SIM SIM SIM TYP 00 TYP 0 P7 I I J L J L_ 0 J L 1 sic SLAB DEMO SHOP DRAWI NGSCALE:1 /8 " =1' -O" NORTH 0° REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 2 2010 Cityof Tukwila RECEIVED APR 2 1 2010 PERMIT CENTER APRIL 12, 2010. PROJECT NUMBER: SA10117. L J 10(E3 I Ri] L J1 � � J L L J I RU ILU°)R1 L ))n � L Jn nn /7 U LJ v U \' 0\ J1(i )J FELE C �Y Permit No. Plan review approval is subject • errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fief Copy,d conditions is acknowledged: Bya� Date: \ ( tom`( 0 City Of Tukwila BUILDING DIVISION SUITE #100, IIO 120 (SEAFOOD GIN MARKET) REFERENCE PERMIT #: BLDG. SAFETY - 1710 -022 MECHANICAL -- - - MIO -012 PLUMBING - - - - PG10 -008 ELECTRICAL - - ELIO -0058 HEALTH SRI I SS003 APPLICANT: gliVV 1241RA 1]<<V ER03 OM IAW :V(cD)_iL) RIVE, _0(0)M11o)M � EgEi=aE(0)(0) >)(< CrsirolMD EgEo= cPE(c1 HeulMs 10C-0-1Ril PLANNING APPROVED • Atocharngescan be madetothese plans approval from the Plannkg Division of DCD Approved By:, JV Date: tim AA/ CONSULTANTS: CIVIL ENGINEER: PAC LAND 1505 WESTLAKE AVE. N. SUITE 505 SEATTLE, WA. g810q (206) 522 -gBIO (206) 522 -8544 FAX ATTN: BILL FORTUNATO l' (CONSULTANT UNDER CONTRACT WITH OWNER) STRUCTURAL ENGINEER: ANF q420 TELSTAR AVE., SUITE 115 EL MONTE, CA. q1751 (626) 448 -8182 (626) 448 -50412 FAX ATTN: MICHAEL WANG ELEGTRI GAL ENG I NEER: HALLIS ENGINEERING 5410 WILSHIRE BLVD., #602. LOS ANGELES, CA. '10056 (525) 4155 -1068 ATTN: LEN FINBERG MECH. PLUMB. ENGINEER: MBSE 51552 VIA COLINA, UNIT #112 WESTLAKE VILLAGE, CA. '11562 (518) 155 -5551 (515) 755 -5554 FAX ATTN: BILL BOOTH (PLUMB.) ATTN: TOM NASROLLAHI (MECH.) (518) 545 -1556 (515) 548 -0111 FAX E REFRIGERATION: HILL PHOENIX 221 5. BERRY ST. BREA, CALIFORNIA q2521 (114) 255 -1200 014) 52'1 -41560 FAX ATTN: JOHN VAZQUEZ LEGEND VICINITY MAP APPLICABLE CODES GRID NUMBER BUILDING WALL SECTION PLAN . CHANGE/BULLETIN ADDENDUM DETAIL REFERENCE KEYNOTE REFERENCE NUMBER INTERIOR ELEVATION 2 DIRECTION OF WALLS WALL NUMBER EXTERIOR MATERIAL COLOR REFERENCE DOOR REFERENCE NUMBER ABBREVIATIONS A/c AIR CONDITIONING A.G. ASPHALTIC CONCRETE A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM A.S.R. AUTOMATIC SPRINKLER RISER BLK. BLOCK BLDG. BUILDING G.B. G.J. G.L. CLG. CLR. COL. CATCH BASIN CONTROL JOINT CENTER LINE CEILING CLEAR COLUMN CONC. CONCRETE CONT. CONTINUOUS G.T. CERAMIC TILE D.5. DOWN SPOUT E.D.F. E.J. E.W.G. EXP. F.D. F.G. F.H. FIN. FLR. F.O.G. F.O.M. F.0.5. F.5. ELECTRIC DRINKING FOUNTAIN EXPANSION JOINT ELECTRIC WATER COOLER EXPOSED FLOOR DRAIN FINISH GRADE FIRE HYDRANT FINISH FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FINISH SURFACE / FLOOR SINK G.I. GALVANIZED IRON M.H. M.O. MTR. MANHOLE MASONRY OPENING METER N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE 0/ O.G. O.D. 0.5. OPP. OVER ON CENTER OVERFLOW DRAIN OVERFLOW SCUPPER OPPOSITE P.L. PROPERTY LINE P.O.G. POINT OF CONNECTION R.D. ROOF DRAIN SIM. SIMILAR T.G. TOP OF CONCRETE T.M. TOP OF MASONRY T.P. TOP OF PARAPET T.5. TOP OF SHEATHING TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE W/ WITH W.H. WATER HEATER. INTR. WATER V.I.F. VERIFY IN FIELD 0E1'1-'1 IQ ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING WASHINGTON STATE AMENDMENTS I. 2006 INTERNATIONAL BUILDING CODE • SUMMARY GENERAL NOTES SFC GENERAL NOTES SHEET INDEX EXISTING TWO STORY BUILDING CONSTRUCTION TYPE 15 TYPE II -V FULLY SPRINKLERED OCCUPANT LOAD ANALYSIS PER TABLE 1004.1.1 2006 IBC 2. 2006 INTERNATIONAL BUILDING CODE CHAPTER II ICC /ANSI AI MI (2005), ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES BLVD 5. 2006 INTERNATIONAL MECHANICAL CODE 4. 2006 INTERNATIONAL FIRE CODE 5. 2006 UNIFORM PLUMBING CODE 6. 2006 WASHINGTON STATE ENERGY CODE 1. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 2005 NATIONAL ELECTRICAL CODE (NFPA 10) 2006 INTERNATIONAL FUEL 4 GAS CODE Suite # 100 Description SFC Market - Occup. Group M i._ Est SF SF Breakdown; 30,427 Occupant Load Factor STRANDER BLVD. N . Sales Kitchen Warehouse /Storage Locker Room Office! # of Total # of Min. 3 means of egress when 0cc Occupants Occupants exceeds 680 500 19,749 1,099! 6,412: 128 111; 301 658.3: 2001 5.5; 5001 • 12.81 50 2.6; 100 1.1 301 54 301 6.2' • .............................. 301 43.41 110 ' Retail - Occup. Group M 120 Retail - Occup. Group M 130 Retail (Pharmacity) - Occup. Group M _ r 140 ;Food (Pinoy Kitchen) - Occup. Group A -2 Kitchen; Customer /Seating 150 Retail (Valerio's Bakery) Occup. Group M Kitchen;; Sales 163; 185 1,301; Req'd Egress Width Inches Egress Provided Inches 98.71. 0.8 1. 0 Z NO SCALE 2,354 1,274' 200, 1,080; 15 • 621 43.4' 78.4i • 50' 50 0.9 50 6.5 50: 11.8; 0.8 6.4 72.0: 1,506 22.7i 5 969, 200; 537; 30 4.81 ._. 17.91- PROJECT ADDRESS 1565 SOUTHGENTER BLVD. TUKIAl I LA, 1A1ASH I NGTON KING COUNTY AFN .12024'0010 DIFFERED SUBMITTAL . FIRE SPRINKLER • FIRE ALARM • RACK 4 GONDOLA ANCHOR DETAILS Entry Vestibule Utility Room Toilet Rooms !Corridors I Loading Dock !Totals 243= 3191 2591 565; 1,542; 35,936': 836.4 125.51- 144 SCOPE OF WORK � BUILDING: I. DEMOLITION OF REMAINING EXISTING INTERIOR IMPROVEMENTS (LANDLORD WILL DEMOLISH MAJORITY OF EXISTING IMPROVEMENTS IN THEIR SCOPE). DEMOLITION OF PORTIONS OF EXISTING FLOOR SLAB FOR FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS. 2. NEW BUILDING OPENINGS (PRODUCE SERVICE. DOOR AND WAREHOUSE EXIT). 5. TENANT IMPROVEMENTS OF PORTION OF GROUND FLOOR - (BALANCE OF GROUND FLOOR - 8,558 SF AND ENTIRE SECOND FLOOR TO BE IMPROVED UNDER SEPARATE PERMIT BY WESTFIELD. 4. NOT USED MECHANICAL: 5. INSTALLATION OF NEW MECHANICAL VENTILATION DUCT WORK FROM EXISTING ROOF TOP UNITS; INSTALLATION OF NEW SPLIT SYSTEM HEAT PUMP UNITS, EXHAUST 4 SUPPLY FANS AND KITCHEN HOODS AS INDICATED ON PLANS. PLUMB I NG: 6. INSTALLATION OF NEW PLUMBING FIXTURES AND PIPING (SANITARY WASTE, HOT 4 COLD WATER AND GAS LINES) TO BE TIED INTO EXISTING PLUMBING SYSTEM AS INDICATED ON PLANS. 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: ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITFEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. Suite REQ'D TOILET FIXTURES PER TABLE 2902.1 2006 IBC & WA STATE AMENDMENTS Occupant Est SF Load # of Total # of j SF Breakdown . Factor Occupants= Occupants l 30,4271 Description 100 SI=C Market Occup Group M Sales= Kitchen; Warehouse /Storage; Locker Room; Office' 110 Retail Occup. Group M 120- Retail- Occup Group M 130 Retail (Pharmacity) - Occup. Group M 140 Food (Pinoy Kitchen) Occup. Group A-2 Kitchen Customer/Seating 150 Retail (Valerio's Bakery) - Occup. Group M Kitchen Sales Entry Vestibule Utility Room Toilet Rooms Corridors .........._.... Loading Dock 163: ..... 185.___. 1,301; 2,354 1,506 243 :: 319, 259 565 1,542; Totals 35,936 Occ Load per; Toilets 19,749 1,099. 6,412. 128 111 _....- .:200. _._..._ 98.7 200. 5.5: 5,000 1.3i 200; ..._ 0.6 "..... 200 0.6 200, 0.8; 200 0.9 200; 6.5 1 274: 200 6.4 1,080 : ... ...... ....30' 36.0?: 969; 200! 4.8 537 200 2.7 164.9' Required Provided Men Women Men . Women 82 82 82 82 Urinals; 0 Lays; Drinking Fountains; 107; 0.8. 09; 6.5F 42.4 7 5 SEPARATE PERMIT REQUIRED FOR: . Mechanical.. Electrical umbing Gas Piping .... ity of Tukwila-. __ BUILDING DIVISION Comments Actual toilet and DF facilities will be constructed under Seafood City market permits (D10 -022 & PG10 -008). Calculation provided for entire Seafood City Marketplace space (which includes :Seafood City market (D10 -022 & PG10 -008), Valerio's Bakery (D10 -019 & PG10- 1 006), Pinoy. Kitchen (010 -021 & PG10 -007, and Pharmacity (D10 -023 & PG 10- 009). Valerio's Bakery (D10 -019 & PG10 -006) and Pharmacity (D10 -023 & PG 10- 2 009) are providing staff only toilet rooms in addition to required toilet facilities. . ALL WORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE . FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE WORK. REPORT ANY DISCREPANCIES AND / OR POTENTIAL PROBLEMS TO THE ARCHITECT, PRIOR TO PROCEEDING. 5. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS. (N.I.C.) 4. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS ( OR ACCESS DOORS ) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF - CLOSING DEVICES IN ONE (I) HOUR RATED CONSTRUCTION. 5. ALL PENETRATIONS AT FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES: 6. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, AND/ OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. 1. EXIT SIGNS, WHERE NOTED OR REQUIRED SHALL BE WORDED "EXIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 5/4" WIDE AND _ AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND / OR APPLICABLE REGULATIONS. 8. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. q. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 10. PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS, NOT LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. 11 . EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. 2 ALL EXPOSED ELECTRICAL EQUIPMENT, CONDUITS,PLUMBING LINES, ETC... SHALL BE PAINTED WITH MIN.(2) COATS OF PAINT TO MATCH THE ADJACENT SURFACES. . CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS, DRIVEWAYS, ETC., PRIOR TO POURING CONCRETE OR LAYING ASPHALT PAVING. . THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER CITY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATIONS, PRIOR TO PROCEEDING. 5 OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND / OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH -IN, STUB -UPS, ETC. THE GENRAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SLAB OR APPLING FINISHES ON WALLS. . THE GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE (I50) WHEN REQUIRED BY OWNER, BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SITE WATER MAIN TO INTERIOR OF BUILDING. . GENERAL CONTRACTOR TO CLEAN UP AND REMOVE ALL REFUSE MATERIALS, CONDUIT, WIRES, ETC... AT END OF EACH SHIFT. BIDDERS (GENERAL CONTRACTORS AND SUB - CONTRACTORS) SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECT'S DRAWINGS AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, OMMISSION, CLARIFICATION, ETC. OF ANY INFORMATION NECESSARY FOR THE COMPLETION OF THEIR WORK. GENERAL: T -I.0 TITLE SHEET ITION AND T.E.S.C. PLAN INTERCEPTOR PLAN EWER DETAILS 2. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR RESONABLY INFERRED OR REQUIRED BY ANY APPLICABLE LOSE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPER FINISHED JOB. 5. CONTRACTOR PRIOR TO BIDDING SHALL MAKE ALL APPLICABLE DRAWINGS AVAILABLE TO ALL SUB - BIDDERS TO ENSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. THE. GENERAL CONTRACTOR'S BID. SHALL i3E . DEEMED COMPLETE AND REPRESENTING THE CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. 4. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY THE ARCHITECT OF PROBLEMS, IF ANY. FAILURE TO DO SO SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURES SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND WITHOUT IMPACT TO THE PROJECT SCHEDULE. 5. THE INTENTION OF THE CONSTRUCTION DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRASNSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. 6. EXISTING BUILDING FEATURES /CONDITIONS (INCLUDING UNDER SLAB UTILITIES OR STRUCTURE) WERE SHOWN FROM RECORD DRAWINGS PROVIDED BY LANDLORD (WESTFIELD) WHICH WERE TAKEN TO REFLECT THESE EXISTING CONDITIONS. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING HIS WORK. 7. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS AND /OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 8. WHEN SHOP DRAWINGS ARE REQUIRED, ALL DIMENSIONS ARE TO BE VERIFIED AT THE JOB SITE BYN THE GENERAL CONTRACTOR PRIOR TO FABRICATION OF THE ITEM. q. WORK NOT INCLUDED IN CONTRACT WILL BE DESIGNATED AS "NIC ", "FUTURE" OR "BY OWNER" AND MAY BE EXCLUDED FROM THE CONSTRUCTION CONTRACT. ALL OTHER WORK REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BID PRICE. 10. CONTRACTOR SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. II. SIGNAGE SHALL BE CONTRACTED DIRECTLY BY THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE J- BOXES, ACCESS PANELS AND NECESSARY BLOCKING FOR FASTENING OF SIGNS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH OWNER'S SIGN CONTRACTOR. AR-I.0 AR-I.1 A -O.O DA -1.0 A -I.0 AA -I.IA A I.IB A -I.2 ADDITIONAL NOTES PUBLIC HEALTH - SEATTLE It KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. CORRECTION LTR# 2 ')11) H.D. SUBMt7TAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 ARCH I TEGTURAL OVERALL REFERENCE SITE PLAN ENLARGED REFERENCE SITE PLAN 4 HARDSCAPE PLAN OVERALL REFERENCE FLOOR PLAN DEMOLITION PLAN FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLAN ENLARGED FLOOR PLANS, ELEVATIONS 4 DETAILS .UITC I:O CNLAR6CD PLAN • ✓ ✓VI IL I.7V LI`IL/'N�C/LL 1 Lr11`l✓ SUITC 130 CNLARCCD PLANC FLOOR FINISH PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN DETAILS . ROOF PLAN CXTCRIOR CLCVATION5 MAIN SALES INTERIOR ELEVATIONS SUITE 130, 140 4 ICO INTERIOR =L= :." -1 r, A -I.6 A -2.0 A -2.I A -5.0 A -4.0 A -4.I A -4.2 A -6.0 A -6.1 A -7.0 STO STI ST2 5T5 DI.O D2.0 51.0 52.0 3.0 54.0 E -I E -2 E -5 E -4 S E -8 M -I M -2 M -5 M -4 M -5 M -6 P -0.I P -0.2 P -0.5 P -I.O P -2.0 P -5.0 P -4.0 RI.O R2.0 R5.0 R4.0 R5.0 R6.0 R6.I R7.0 R8.0 Rq.O R5 S MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS DOOR 4 ROOM FINISH SCHEDULE STRUCTURAL: GENERAL NOTES FOUNDATION DETAILS ROOF FRAMING DETAILS 4 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS DEMOLITION FOUNDATION PLAN 2ND FLOOR FRAMING PLAN FOUNDATION PLAN 2ND FLOOR FRAMING PLAN ROOI rRAMIN6 PLAN S ELECTRICAL: SINGLE LINE DIAGRAM AND SYMBOLS LEGEND LIGHTING PLAN POWER PLAN REFRIGERATION PLAN 3 ✓VI IL 1✓ C • PANEL SCHEDULE MEGHAN I GAL : MECHANICAL SCHEDULE, DETAILS, AND NOTES MECHANICAL FLOOR PLAN MECHANICAL ROOF PLAN ENLARGED TENANT MECHANICAL FLOOR PLAN CAPTIVEAIRE HOODS, EXHAUST FANS, AND MUA UNITS ENERGY FORMS PLUMB I N PLUMB! COVER SHEE G SCHEDULE ING DETAILS AND VENT OLD WATER TA AS PLA WASTE 4 VEN ETRIC VIEW *REFRIGERATION: FIXTURE/PROBE PLAN REFRIGERATION PLAN PLUMBING PLAN ELECTRICAL PLAN ELECTRICAL SCHEDULE COMPRESSOR WIRING DEFROST WIRING � REFRIGERATION EQUIPMENT DETArL�M EMS DETAILS CASE 4 COIL DETAILS REFRIGERATION SCHEDULE CITY RECEIVED APR 01.2010 2nd H.D. SUBMITTAL 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NH 0 El. RFTHIL Nadel Studio One, Inc: 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL: STATE OF WASHINGTON CONSULTANT: DRAWING TITLE: REVISIONS: BLDG. & SAFETY 1 COMMENTS BLDG. & SAFETY n2 COMMENTS / \ A n n n n DATE 02 -09 -10 JOB NO. 09293 SHEET NUMBER T1.0 1 123 E /A\' 1 LOM\WU I L_ J I \LH \WZAAOM sOMEM � o RALAY 01 J� J J LRDLPIj Isosesir CODE VIEWED FOR COMPLIANCE PROVED APR 092010 City of Tukwila BU LDING DIviS n► APPLICANT: glffy OLD °1MES7(cip r? X40 ITOR EgE=irci9E00 CgOCcYJIM `,LcT)D Cci) P)D EgEL=ia,Mc_i_,D 1 CONSULTANTS: * (CONSULTANT UNDER CONTRACT WITH OWNER) STRUCTURAL ENGINEER: ANF 41420 TELSTAR AVE., SUITE 118 EL MONTE, CA. 411 131 (626) 445 -5152 (626) 445 -80412 FAX ATTN: MICHAEL WANG ELECTR I GAL ENGINEER: MECH. 4 PLUMB. ENGINEER: HALL IS ENGINEERING 5410 WILSHIRE BLVD., #602 LOS ANGELES, CA. i0036 (323) 4135 -1068 ATTN: LEN FINBERG MBSE 31332 VIA COLINA, UNIT #112 WESTLAKE VILLAGE, CA. 411362 (515) 155 -5551 (515) 135 -5554 FAX ATTN: BILL BOOTH (PLUMB.) ATTN: TOM NASROLLAHI (MECH.) (515) 545 -1556 (815) 548 -0111 FAX * REFRIGERATION: HILL PHOENIX 221 5. BERRY ST. BREA, CALIFORNIA 412821 (1 14) 255 -1200 014) 5241-41560 FAX ATTN: JOHN VAZQUEZ LEGEND VICINITY MAP SUMMARY APPLICABLE CODES GENERAL NOTES SHEET INDEX GRID NUMBER BUILDING WALL SECTION A PLAN CHANGE/BULLETIN ADDENDUM DETAIL REFERENCE A KEYNOTE REFERENCE NUMBER INTERIOR ELEVATION 2 DIRECTION OF WALLS WALL NUMBER EXTERIOR MATERIAL DOLOR REFERENCE DOOR REFERENCE NUMBER ABBREVIATIONS A/C AIR CONDITIONING A.G. ASPHALTIC CONCRETE A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM M.H. M.O. MTR. A.S.R. AUTOMATIC SPRINKLER RISER N.I.G. N.T.S. BLK. BLOCK BLDG. BUILDING C.B. CATCH BASIN G.J. CONTROL JOINT G.L. CENTER LINE CLG. CEILING CLR. CLEAR COL. COLUMN GONG. CONCRETE CONT. CONTINUOUS G.T. CERAMIC TILE D.S. DOWN SPOUT E.D.F. ELECTRIC DRINKING FOUNTAIN E.J. EXPANSION JOINT E.W.G. ELECTRIC WATER COOLER EXP. EXPOSED F.D. F.G. F.H. FIN. FLR. F.O.G. F.O.M. F.O.S. F.S. FLOOR DRAIN FINISH GRADE FIRE HYDRANT FINISH FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FINISH SURFACE / FLOOR SINK G.I. GALVANIZED IRON 0/ O.C. 0.D. 0.5. OPP. MANHOLE MASONRY OPENING METER NOT IN CONTRACT NOT TO SCALE OVER ON CENTER OVERFLOW DRAIN OVERFLOW SCUPPER OPPOSITE P.L. PROPERTY LINE P.O.C. POINT OF CONNECTION R.D. ROOF DRAIN SIM. SIMILAR T.G. T.M. T.P. T.5. TYP. U.N.O. W/ W.H. INTR. V.I.F. TOP OF CONCRETE TOP OF MASONRY TOP OF PARAPET TOP OF SHEATHING TYPICAL UNLESS NOTED OTHERWISE WITH WATER HEATER WATER VERIFY IN FIELD OCCUPANT LOAD ANALYSIS Suite # I Description 100 SFC Market - Occup. Group M Occupant= Est SF I Load , # of Total #t of SF 'Breakdown Factor = Occupants', Occupan 110 120 130 140. Retail - Occup. Group :M Retail - Occup. Group M 2391 56 78 Min. means of 1 Egress when Occ exceeds 500 Rec d Egress Width Inches Egress Provided Inches r.67a91 5.61 3. 1001 2001 2 1.2 8.4 8.4 5,2 0.81 .61 50 501 Retail (Pharmacity) - Occup. Group M Food (Pinoy Kitchen) - Occup. Group A- Kitchen Customer /Seatng' 150 Retail' Vale ids Bakery) - Occup. Group M 2,49; 1,426 42. 42.0 94.91 21 :5 0.2 1.3 6.31 14.21 50 2 Entry Vestibule Utility Roof Toilet Rooms Corridors 5381 143.4€ 144 PROJECT ADDRESS SCOPE OF WORK 1568 SOUTHGENTER BLVD. TUKI/N I LA, 1^IASH I NGTON KING COUNTY APN: c;120241OOI0 I. DEMOLITION OF REMAINING EXISTING INTERIOR IMPROVEMENTS (LANDLORD WILL DEMOLISH MAJORITY OF EXISTING IMPROVEMENTS IN THEIR SCOPE). DEMOLITION OF PORTIONS OF EXISTING FLOOR SLAB FOR FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS. 2. NEW BUILDING OPENINGS (PRODUCE SERVICE DOOR AND WAREHOUSE EXIT). 3. TENANT IMPROVEMENTS OF PORTION OF GROUND FLOOR - (BALANCE OF GROUND FLOOR - 8,558 5F AND ENTIRE SECOND FLOOR TO BE IMPROVED UNDER SEPARATE PERMIT BY WESTFIELD. 2006 INTERNATIONAL BUILDING CODE 2. ICC /ANSI A11 1.I -03, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 3. 2006 INTERNATIONAL MECHANICAL CODE 4. 2006 INTERNATIONAL FIRE CODE 5. 2006 UNIFORM PLUMBING CODE 6. 2006 WASHINGTON STATE ENERGY CODE -7. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 8. 2008 NATIONAL ELECTRICAL CODE (NFPA 10) . ALL WORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE WORK. REPORT ANY DISCREPANCIES AND / OR POTENTIAL PROBLEMS TO THE ARCHITECT, PRIOR TO PROCEEDING. 3. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS. (N.I.C.) 4. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS ( OR ACCESS DOORS) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF - CLOSING DEVICES IN ONE (I) HOUR RATED CONSTRUCTION. 5. ALL PENETRATIONS AT FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 6. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, AND/ OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. ?. EXIT SIGNS, WHERE NOTED OR REQUIRED SHALL BE WORDED "EXIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 5/40 WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND / OR APPLICABLE REGULATIONS. 8. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. q. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 10. PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS, NOT LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. II. EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. 12. ALL EXPOSED ELECTRICAL EQUIPMENT, CONDUITS,PLUMBING LINES, ETD... SHALL BE PAINTED WITH MIN.(2) COATS OF PAINT TO MATCH THE ADJACENT SURFACES. 13. CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS, DRIVEWAYS, ETD., PRIOR TO POURING CONCRETE OR LAYING ASPHALT PAVING. 14. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER CITY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATIONS, PRIOR TO PROCEEDING. 15. OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND / OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH -IN, STUB -UPS, ETC. THE GENRAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SLAB OR APPLING FINISHES ON WALLS. 16. THE GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE (150) WHEN REQUIRED BY OWNER, BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SITE WATER MAIN TO INTERIOR OF BUILDING. 11. GENERAL CONTRACTOR TO GLEAN UP AND REMOVE ALL REFUSE MATERIALS, CONDUIT, WIRES, ETC... AT END OF EACH SHIFT. ADDITIONAL NOTES PUBLIC HEALTH - SEATTLE 4 KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. iLWED This plan tt•as reviewed fcr general conformance with the fu° wn ing, as stntcydc =:: .), the jurisd _tiun: Structural Provisions of the-internaties ii . Buiiding elide © lWm -structural ' Provisions of the Intwuational Building Code (3- :ether. The project applicant is responsible for eonfonnance with all applicable codes. conditions of approval. and permit requirements subject to the requirements end interpretations of the savi.'tnin4 authority. This review does not relieve tht. Architect and Engineers of Record of the rsisx% ability for a complete design in accordance with the la of the - governing -and the set of Washin t ktkiu C Q (y�1-0) (,9 1.7 L 1► !E_- Date 3 ARCH! TEGTURAL : T -I.O TITLE SHEET AR -I.0 OVERALL REFERENCE SITE PLAN AR-I.1 ENLARGED REFERENCE SITE PLAN AR -I.2 SITE UTILITY PLAN A -0.0 OVERALL REFERENCE FLOOR PLAN DA -I.0 DEMOLITION PLAN A -I.0 FLOOR PLAN A -I.I ENLARGED FLOOR PLANS A -I.2 ENLARGED FLOOR PLANS, ELEVATIONS 4 DETAILS JV Po 1- 11 -I.J A -2.0 A -2.I A -5.0 A -4.0 A -4.I J REFLECTED CEILING PLAN REFLECTED CEILING PLAN DETAILS ROOF PLAN EXTERIOR ELEVATIONS MAIN SALES INTERIOR ELEVATIONS 1- J.r:J LIV1r.i J A -6.0 MISCELLANEOUS DETAILS A -6.1 MISCELLANEOUS DETAILS A - 1.0 DOOR 4 ROOM FINISH SCHEDULE STRUCTURAL: STO GENERAL NOTES STI FOUNDATION DETAILS ST2 ROOF FRAMING DETAILS 4 MISCELLANEOUS DETAILS STS MISCELLANEOUS DETAILS 171.0 DEMOLITION FOUNDATION PLAN D2.0 2ND FLOOR FRAMING PLAN 51.0 FOUNDATION PLAN 52.0 2ND FLOOR FRAMING PLAN 55.0 ROOF FRAMING PLAN 54.0 STOREFRONT SECTION ELECTRICAL: E -I SINGLE LINE DIAGRAM AND SYMBOLS LEGEND E -2 LIGHTING PLAN E -5 POWER PLAN E -4 REFRIGERATION PLAN E -5 PANEL SCHEDULE E -6 SUITE 150 ELECTRICAL PLANS. E -? SUITE 140 ELECTRICAL PLANS E -8 SUITE 150 ELECTRICAL PLANS MEGHAN I GAL : M -I MECHANICAL SCHEDULE, DETAILS, AND N OTES M -2 MECHANICAL FLOOR PLAN M -5 ENLARGED TENANT MECHANICAL FLOOR PLAN M -4 CAPTIVEAIRE HOODS, EXHAUST FANS, AND MUA UNITS M -5 ENERGY FORMS P -0.I P -0.2 P -0.3 P -I.0 P -2.0 P -3.0 PLUMBING: PLUMBING COVER SHEET PLUMBING SCHEDULE PLUMBING DETAILS WASTE AND VENT HOT AND GOLD WATER GAS PLAN *REFRIGERATION: RI.0 FIXTURE/PROBE PLAN R2.0 REFRIGERATION PLAN R5.0 PLUMBING PLAN R4.0 ELECTRICAL PLAN R5.0 ELECTRICAL SCHEDULE R6.0 COMPRESSOR WIRING R6.1 DEFROST WIRING R 1.0 REFRIGERATION EQUIPMENT DETAILS R5.0 EMS DETAILS R41.0 CASE 4 COIL DETAILS RS REFRIGERATION SCHEDULE Ti IL=L DRAWING'S ARE INCLUDED FOR THE CONTRACTOR'S USE AS . A CONVENIENCE TO THE OWNER. THEY ARE NOT A PART OF THE CONTRACT DOCUMENTS PREPARED BY THE ARCHITECT. THEY WERE PREPARED BY OTHERS NOT EMPLOYED BY THE ARCHITECT AND ARE NOT A PART OF THE WORK OF THE ARCHITECT, WHO TAKES NO RESPONSIBILITY FOR THEIR ACCURACY. CITY OF RECEIVED JAN 2 62010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 NODEII RETHfl Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: t U a. w TITLE SHEET FE 8 1 2i);Q REID MIDDLETON REVISIONS: A A A A A A A A A A A A DATE 00 -00.00 JOB NO. 09293 SHEET NUMBER w T1.0 C8 RIM =2}. 2 ' "' ONC(W 15. lE ' " CONC(N =1 1 �/ 1 CONC(N)- 5. `1 " DI(S =1 CURB &' GUTtER N NOT A ' C CB -1 122.82 ►E 12" +NC(N)=71 f, IMPROVEMENT TE PLAN CB RIM 22.82 PENDING \ENIDI IG IE 1 CONC(S)=-1%;1\ ,B M •4.1 2• "C' C =..7 24 0 (E -1 E 6 "CONC . E) 20.8 SDMH RI , 2 47 !E 24 "CONC(NW 1 2 Ge IE 12 "CONC(N) t 7.1' 15' ESM'T ROW NMPRO ENTS LIKES REC. # 2007061QP00339 OTECTION, TYP._: CB RI =: - %.30 4 "CONC(N) =19.1 "c(E) =20.3 CB RIM =25.92 2 "CONC(S) 19. _ � ►E 1 "C NC( )= 1.0 2 "CI C = '1.1, _0 I .2;C0 (' =2 0 E "C C )= 1.2 E " ANC E) 22 FF =28.8 COLUMN 10' CONC (TYP) WALL DRAIN 14' CONC WA SSMH RIM =26.23 lE CL CHAN 10" NW /S /E =16.0 CONC. COLUMN CB RIM =27.54 , IE 12"CONC(N) =23.2 1E 10 "CONC(S) =23.2 CONTRACTOR TO SHORE / YD RIM ) lE 8"' PVC(S) ==2626..4 4 - PROTECT EX. UTILITIES 1MTHIN YD RIM =28.63 DEMOU11ON AREA IE 8 "PVC(S) =26.3 SSMH RIM = 27.48 CL CHAN 10" , N /S) 8 "(NW) =14.9 1 IE "C IE 12 "C DEMOLITION KEY ®` DEMOLISH EXISTING CONCRETE CURB. DEMOLISHED CONCRETE MAY BE CRUSHED ON -SITE AND REUSED AS FILL. IN ' PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. Q DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. ® DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. DEMOLISHED ASPHALT MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. ® SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. SAWCUT ONES SHOWN ARE APPROXIMATE. 11 PROTECT EXISTING BUILDING TO REMAIN 14 PROTECT EXISTING U11LITY TO REMAIN 15 PROTECT EXISTING PAVEMENT TO REMAIN 17 PROTECT EXISTING TREE TO REMAIN 18 REMOVE EXISTING BOLLARDS 19 DEMOLISH EXISTING CONCRETE PAVEMENT TO NEARES JOINT. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED, 20 REMOVE EXISTING SIGN. STORE FOR REUSE & REINSTALL SIGN WHEN CONCRETE SIDEWALK IS REPLACED. 16' PLU CB RIM =27.50 x E 12 "CONC()2 lE 12 °GONG (S) =3.1 SEAFOOD CONC. cliryr COLUMN SDMH RIM =27.45 lE 16 "CONC(S) =23.3 CONTRACTOR TO SHORE / =28,8' PROTECT EX. BRICKUTILITIES WITHIN WALL DEMOLITION AREA DMH '`'IM 7. E 12 CO C( =2.. SD, - , = .3 1 12" +' ' (W 19 E 1 "C4 C( =1 •.7 lE 12 "C +NC(N) =19.5 S• MH 'IM 27. 4 "C. 'NCI. A4k-- C ss FIRE LANE La►.• 1 CONK CURB RIM= 28.67' IE 8 "PVC(W) =26.5 FF =28. YD RIM =28.64 IE 8"PVC (W) =2c YD RIM =28. IE 8 "Cl (W)= 10" 0 RETRIEVAL SYSTEM (TYP. SSMH RIM =27.28 ►E` CL CHAN 10" (N /W) =16.7 FF =28.9 FF=28.8 28. ACCESS LIDS GREASE TRAP N89 40'24 "W -1 RIM =27.37 ;HAN 10 "PVC SE /SW) =17.5 RIM =27.50 -IAN 10 "PVC UMN (TYP) CONTRACTOR TO SHORE / PROTECT EX. UTILITIES WITHIN DEMOLITION AREA 10 0 FF =28.8 C8 RIM =27.7 IE 24 "CONC(E) =2 IE- 18 "CONC(S) =20.= NOT'E:. UNABLE TO DETERMINE W PIPE TAPERS (E) TO 12" DIAMETER. Netvivi 4E) 44 +.41014 CBI :M=23.19 E 12 "CONM(W) =16,3 METER BOX 1E 12 "CONd(E) =16.3 BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP. •MH RIM =27.81 CA. CHAN 10" ( (S) 8 "(W) =14.. so 2" PLU FF =28.8 NEW LOT A PENDING BINDING IMPROVEMENT SITE PLAN GENERAL DEMOLITION NOTES SDM RIM =27.57 lE 1C0NC(N) =20.6 lE 1q CONC(E) =20.4 IE 12rCONC(S) =20.7 / i 1 R = 1 lE 15 "CONC(W) =16.7 IE 24 "CONC(E) =15.7 C= IE 12 "CONC(S) =18.9 16" PLU DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD' SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6- 16.2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. ' IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, - WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. vision ^1 CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS THESE 0 ON / SHOWN PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREM EN TS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIA TE U 1 TY COMPANY LEAST 48 HOURS FORE ANY EXCAVATION TO REQUEST EXACT BE D Q A FIELD LOCATION OF UTILITIES. IT SHALL BE : THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING U1IUTIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE OMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS W11-I AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED : THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. CONTRACTOR SHALL COORDINATE CONSTRUCTION PHASING WITH SOUTHCENTER MALL MANAGEMENT. D -1.o EXISTING UTILITY TO BE DEMOLISHED ////////////// REMOVE +♦ E VE EXIS 11NG ASPHALT REMOVE EXISTING CONCRETE SAWCUT CAT CH BASIN INLET IN' LET PROTECTION LIMITS OF CONSTRUCTION -~- GRAPHIC SCALE (IN Fart ) 1 inch = 40 ft. g./8.10 1505 Westlake Ave. N. T (206) 522 -9510 Suite 305 F (206) 522 -8344 Seattle, WA 98109 www.PAcLAND.oaa SEAFOOD CITY SOUTHCENTER MALL TUKWILA, WASHINGTON