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HomeMy WebLinkAboutPermit D10-021 - WESTFIELD SOUTHCENTER MALL - PINOY KITCHEN - TENANT IMPROVEMENTPINOY KITCHEN 1368 SOUTHCENTER MALL SUITE 140 D10 -021 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D10 -021 Occupant /Tenant: PINOY KITCHEN Building Address: 1368 SOUTHCENTER MALL, SUITE NO. 140 Parcel No.: 9202470010 Property Owner: WEA SOUTHCENTER LLC BSIP TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Use: RESTAURANT Occupancy Group /Division: A -2 Type of Construction: IIB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 78 4 � � of)-- /0., 20/0 BUILDING OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City* 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: D10-021 Issue Date: 04/16/2010 Permit Expires On: 10/13/2010 Tenant: Name: PINOY KITCHEN Address: 1368 SOUTHCENTER MALL , TUKVVILA 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 4TH 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: RESTAURANT TENANT IMPROVEMENT Value of Construction: $300,000.00 Fees Collected: $5,155.64 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0004 * *continued on next page ** doc: IBC -10/06 D10 -021 Printed: 04 -16 -2010 City oftukwila 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: D 10 -021 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: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: sA)—A Date: 14-4 W �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 the pe rm r of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: ( 74_/‘. 0-e -t" u e 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 -021 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 PERMIT CONDITIONS Parcel No.: 9202470010 Address: 1368 SOUTHCENTER MALL TUICW Suite No: Tenant: PINOY KITCHEN Permit Number: D10 -021 Status: ISSUED Applied Date: 01/26/2010 Issue Date: 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All 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. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: 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. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: 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. 12: 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. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: Cond -10/06 D10 -021 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 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. 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 19: 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. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) doc: Cond -10/06 D10 -021 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 28: 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) 29: 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) 30: 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) 31: 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) 32: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 33: 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) 34: 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) 35: 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) 36: 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) 37: 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) 38: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 39: 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. doc: Cond -10/06 D10 -021 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 40: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 41: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (ffC 901.4) (Walk -in coolers /freezers and permanently installed reach -in coolers included.) 42: 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) 43: All new sprinlder 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) 44: Maintain existing standpipes and hose connections. 45: U.L. central station supervision is required. (City Ordinance #2050) (Sprinkler waterflow to be tied to the main mall fire alarm control panel and be appropriately addressed. 46: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 47: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinlder systems shall be electrically supervised. (City Ordinance #2050) 48: Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13- 7.6.1.3.2, NFPA 25.5.2.5) 49: Sprinklers subject to mechanical injury shall be protected with listed guards. (NFPA 13- 6.2.8) 50: When the sprinlder 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) 51: Radio repeater equipment is to be re- installed, maintained and tested. A pre -test is to be conducted prior to fire department testing. 52: 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. 53: 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.) 54: Maintain existing smoke detectors and operations of existing smoke control system. 55: 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) 56: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 57: 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) doc: Cond -10/06 D10 -021 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 58: 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. 59: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 60: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 61: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 62: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 63: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 64: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10106 D10 -021 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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: A- ( ' ' ff.c e 5 Date: l (CC v doc: Cond -10/06 D10 -021 Printed: 04 -16 -2010 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.ci.tukwila.wa.us • Building Permit No. .10 Q0.( Mechanical Permit No. .� ='� (0--`o0 /0 Plumbing/Gas Permit No. %10 OL 7 Public Works Permit No. Project No. (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 Site Address: 4e2 SD Tenant Name•_ f 'A D Property Owners Name: wv6rp Mailing Address: 114v% Itig., 'M - King Co Assessor's Tax No.: 9Z024•71::010 Suite Number: Floor: New Tenant: -50 Yes ❑ ..No City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: in 1 tL mpg- A4pg-t, Day Telephone: 0 '8 Z Mailing Address: /',i OUNF / Pi ���� ^ City State Zip E -Mail Address: eee7J��> c t" / Fax Number:3) 0 - U 2b -Zij 2 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: 1i1R l Q L Mailing Address: )/9 0 • B LINp Y ' 5 �)J`��? jam 4- gad7.� City State Zip Day Telephoner 1 p — 246- °'l Da Contact Person: 15_14 j).* &� , p t4 �l� Fax Number: pp- 2326-2=.)--z-- E -Mail Address: � � ENGINEER OF RECORD All'plans must be wet stamped by Engineer of Record Company Name: Mailing Address: 7.00 Contact Person: )_ ,144 14f/9' /`t4 E -Mail Address: H:\Applications\Ponns- Applications On line\2009 Applications U-2009 - Permit Application.doc Revised: 1 -2009 bh ,t)/9=6- 4•49 City State Zip Day Telephone: hzb'. -13 8 Z Fax Number: 4606 4606 D9 Z Page 1 of 6 BUILDING PERMIT INFO ON — 206 -431 -3670 Valuation of Project (contractor's bid price): $ *34 0 DSO Scope of Work (please provide detailed information): Existing Building Valuation: $ u �E eiNFLITd 1 Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 171 Y 2 415 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:_Li—.� . Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: c247 elU 1 rp91 - gSprinklers 2 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\Forms- Applications On Line\2009 Applications \ 1-2009 - 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' 78� g, 4* 6 A 2°d Floor 401 00 T c / 4. Pipe 3rd Floor \ J Floors thm Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: 171 Y 2 415 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:_Li—.� . Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: c247 elU 1 rp91 - gSprinklers 2 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\Forms- Applications On Line\2009 Applications \ 1-2009 - 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): loat-IALIT 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 Se er District Tukwila ❑...Valley View ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. 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 ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension ❑ ...Water Main Extension ❑ .. 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 It Public ❑ Public ❑ WO # WO # WO # ❑ ...Deduct Water Meter Size Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding t-irClele-- 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:Wpplications\Porms- Applications On Line\2009 Applications \1.2009 - Permit Application.doc Revised: 1 -2009 bb 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: Print Name: 6 HA- /N/ Mailing Address: / - . 9 —6,. EU Date: Y� Day Telephone: ✓ 'JO r ����� �� 19D2g Zip LD City State Date Application Accepted: 1-.110-10 Date Application Expires: Staff Initials:" \ 1 lidApplicanons\Porms- Applications On Lae\2009 Applications \1 -2009 - Permit Applicationdoc Revised: 1 -2009 bb Page 6 of 6 Citc/of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: htt,,: //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 CA) 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 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. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 010 PERMIT NO. (206)431- 367��� Project: � �� r I A i) Type of Insp�ectlpn. u ` r cL 1 )1 Address: t a' 1 1 toic 5c_ M ( Date Called: Special Instructions: t Date Wanted: co _' l �`a rry p.m. Requester: Phone No: c RD (2. - 02..( 5 jgApproved per applicable codes. 0 Corrections required prior to approval. COMMENTi2Mid K - Inspector: % 4, Date: i6 201 1-1$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1Date: 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit c5-r) b/0_02 I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 2'g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: /1"/ NO 9 /'/ Tch,/ Ai Type of Inspection: S )65—a ' CA c", /1..Jh1G Address: /366 Sd)i n`A/T #4p /7M Date Called: i. u-41 /q-, Js2(f4 -'; fl�1 - Ai "p✓vvee P Special Instructions: Fft14e✓5� ..vo� �i -/, I+ ✓/l/ (7 Date Wanted: .2V —/V ! p ��,,--,, p Requester: Pho a No: ' /G c/2 - 62/ S MApproved per applicable codes. Corrections required prior to approval. COMMENTS: -5-- 0 sits, "../4.)60 (70;/. ‘A/e7 - Apoliet/ec/ 6 f 10 riJtfoiiro, - �i�,%/d✓�°e • w 4 -- 4p0 /Ak y( u-41 /q-, Js2(f4 -'; fl�1 - Ai "p✓vvee P Jr Fft14e✓5� ..vo� �i -/, I+ ✓/l/ (7 ! p Inspecto . / Da?��2 ?f 6 69!00 REINSPECTION FEE JEQUIji;ED. Prior to inspection, fee must be p d at 6300 Southcenter Bl ., S ite 100. Call to schedule reinspection. R$c ipt No.: Date: 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 4-9 Qua -o2( Project: PI kITONra../ Type of Inspection: cJi. l t,A6 Address: 13 0 Sc MA t ( Date Called: ._.., Special Instructions: Date Wanted: a.m. Requester: Phone No: ((4-- (2 --d2 /5 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 00 REINSPECTION FEE R QUIRED. for to inspection, fee must be at 6300 Southcenter Blv'., Suite 100. Call to schedule reinspection. Recdlbt No.: 'Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P (206)431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Proj :, I' 4 d \E-01•- Type of Ins spection: 4-� //ttg Address: 1 .Sc �e �f i Va� /1t)! t Date Called: /As -74 hi — 4,�I, Special Instructions: Date Wanted: a.m. Requester: Phon N "7o: ((40 5f .,Y - 2-0 2-t ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: _Q.4 ) �5 4.)12 T / /!1Of) 4 /0 i!; INSPECTION NO. INSPECTION RECORD Retain a copy with permit D/U -02r PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projecp 41 PC. Type of gection: Address: �(L wag Date Called: Special Instructions: 44 02$ SF- 03 A Date Wanted: C0 - "to a.m. sue^: Requester: Phone No: ['' g((Q •"d /2---02-45 Approved per applicable codes. Corrections required prior to approval. COMMENTS: dAA/. lit)e' Ins • - tor: Date ri $60.0 INSPECTION FEE RE VIREO. Pri r to inspection, fee must be paid • 300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receip 1 o.: Date: INSPECTION RECORD C7 ,0 Z Retain a copy with permit ( INSPECT ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `C 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje eji Type of Inspection: i Address: 13CA- Se— mot ( Date Called: Special Instructions: Date Wanted: m. (n-2 "I4 p- Requester: Phon No &II(o-4)(i2—C2 -t_S Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 5 /. i (.4 A(P *`- -�f' ^/f tm, 1/ Jf -T 1 l.a J ° r v o .1" 1-2 /.,te4 ip ( p A isi iti t Aff or 6,141) . 1 Inspector: cL,A (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: e• } • INSPECTION RECORD Retain 'a copy with 'permit INSPECTION NUMBER. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: �, nm f‘; v'- tion: LType of Inspection: X1•4 v Address: /3t i, Sc. wto.l Suite #: NO Contact Person: rr,' - s Special Instructions: Phone No.: Pre-Fire: NIApproved per applicable codes. nCorrections required prior to approval. COMMENTS: j :ic AU 4/- 1k4 e Needs Shift Inspection: y Sprinklers: Fire. Alarm: v _ _ Hood & Duct: l' I ' Monitor: Pre-Fire: Permits: 1 Occupancy Type: Inspector: %vA cid . Date:. . -1.11 2 h a Hrs.: . C $80.00 REIN4PECTION FEE REQUIRED. You .will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc • 1/13/06 T.F.D. Form F.P. 113 46 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT Tukwila, Wa. 98188 206- 575 -4407 r. Project: ` F, a 4 -.f - ; - ., Type of Inspection: Fire Alarm: Address: =: ,, Suite #: Contact Person: 1"t ; -: / M�,r, ; r7,<- Special Instructions: Phone No..,�, . , t <D riApproved per applicable codes. I nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: �rl ' t;- 7 � I - A. 7 i1 4 ? (-0.\/-, y 7 -> L.{ ",, ,y°-�; it 'Y 1 zk_ ^ ? r i. # 11 ; ,: c 4 y')i7r ,Tt ' v)e : < �r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: � I Date: Hrs.: $80.00 BENS ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Cali to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 A '•ic.,�a:- �7.x =•L . k°...° erask�< p *,:c!- 3= %n,- .:;�?KY_svA,.`� =-s tii.:r4%C,r• .a�s'.•.+z�- :ssst5 INSPECTION NUMBER INSPECY'OAI.RECORD. Retain;a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: i i (Jo 14: % +G lea ,^ Type of Inspection: q /� `1 1511 /re4L4 ' tovcv, '/"r4Akk , r,YJ , f� A-r(^ Address: 17)6,1) Suite #: , yo Sc • vv1a \I Contact Person: A L v+ e,/e 5 7 'P ..r pc_ Special Instructions: Occupancy Type: Phone No.: giro - b3,„ — 17 dr.) f' /49 -1j�z -02/5^ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: - Fire Alarm: Hood & Duct: c4 / 1 o , .,fy')44 lam'' 60 fez)/ o k. , 1,d . i4 4 144,- x, Pre-Fire: ale,. Occupancy Type: , e,of 4 k9icei 4 ' ; h i L." 54,741 e ,17 (1e--," % `L. 6to- 0Z2 -1 /0- S -cat r /o -/= - -c , r di AA 4 11// ° � I Needs Shift Inspect ion: - - Sprinklers: - Fire Alarm: Hood & Duct: Monitor'' Pre-Fire: Permits: Occupancy Type: Inspector N j i 1 A i s' i I Date: • (AI11: 1 r Hrs. :.. 5— F ;/1'/ °Paw E' dhAll4sel. k n $80.00 REINSP ON 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 maris- imam = Yaz & 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 D10-022 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 • 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. mitted, SOCIATES, INC R; ; son Jr. Operatio /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 Permit No., ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS For Seafood City Supermarket EVIEWED FOR 1368 Southcenter Boulevard CODE COMPLIANCE Tukwila, Washington APPROVED APR 0 9 2010 Architect City of Tukwila Nadel Architects BUILDING DIVISION, 90 South Bundy Drive, 4th Floor Los Angeles, CA 90025 (310) 826 -2100 RECEIVED JAN 26 2010 D 1 0 - 2 1 PERMIT CENTER 29407.00 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: anf1688 ®pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Seafood City Supermarket 1368 Southcenter Boulevard Olympia. Washington STRUCTURAL CALCULATIONS SHEET INDEX Joe 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 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688Qpacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 5� sHi(., 4041E-DM*. 7l ply Conterminous 48 States 16-19 t ;.I'F° T1 ° 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 = Fv x S1 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 S 4t, : 0 c1 apt D .4917 Period (sec) 0.2 1.0 Sa Ds, Site Class D) D1, Site Class D) 5 L *at - Long Finder: This page helps you find Latitude and Longi... Page 1 of 1 ;Sere!l;te signals How do I find my lat and long ? • What is my latitude and longitude ? SiNe;dale Pore : ? -ys` wtato; rsramSjssayuah Wet' eon •:Fast Renton i - • H htan s *Ilia' ' � Manes . a•.! r. M 'Kem , , aple Coifing* ValleY " Federal 'Autwm 1, „b - rrt • - . • - r_, ..� ,�, ... , � Lakeland " . univverad�r Tacoma ,' smd, +1... Map data 02009 Gqn Latitude = 47.4648, Longitude = - 122.2642 Lat = 47 degrees, 27.9 minutes North Long = 122 degrees, 15.9 minutes West FaV Cly 'snowatr North (Optional) Pointing angles to satellite orbit longitude 13 East Hotbird ai 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 A' Nexus One by Google Shows Maps w/ Navigation & Street View. View Site Ads by Googfe 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 �•�j4u71 ba • afar- evadelaide-4ages - firrerpoo Centre the map around 1368 southcenter blvd tukwila wa: o refine t e accuracy o ' • s - . i" ude and longitude, click on the plus sign 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 as e pointing e Ads ec by Google lculatth poi Asia tin Map anglDrvinq s) 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 -nav 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 Ilnks, 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 Larger satellite photo image viewer for finding prices in GB pounds your home as seen from space httn: / /www.satsia.net/mans /lat -lone- finder.htm 1/18/2010 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 i�,ll��flJ✓C� G�It,I�� p3514d0 Joe No. Br DATE SM. OF Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E -mail: anf1688@paccboll.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 /1010/4 C616 01 045M4A1 Joe No. Br DATE SH. OF ds — 0,151 , 6c f !3,5 -� tip= o�z,_� oc c. 5o6 Wp RP ._. �f 0,442 w roe. �D /4? fp = 0 Vo • == 0,3Ltve Fp 1?'4) pe sue idec, Lim /-gm wily° LO, JD C 3 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688 ®pacbell.net 9420 Telstar Aveauo, Suite 118, El Monte, CA 91731 q toq p� L cr-P Low. % 2- e `� 0A E, J . Joe No. 9r DATE SH OF ."----6°-‘—m- Rif pitat covi#di CGar 1 _/ Cc. L7 ESP- z(�1 +$4- X If' 4 T 14)1r .7.--_berri 1,44741r 1 -cl--- triz wilfq,._ tot I IFG. SPEC. TRANS CLIP =G. SPEC. NOTE; FOR WIRE TOP CONNECTION SEE DETAIL 19/- • TYPICAL CLG. CABANA SUPPORT 8 ® 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. ® 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 SU`. SEE ARCH'L. ® MAIN TEE BAR SEE AR( ® GYP. BOARD SEE ARCH O CROSS TEE BAR SEE A ® 1 ix4x18GA METAL STU O.C. W/ 2 - #8 SCREW O TRANSITION CUP PER MFG. SPEC. ® 12GA. HANGER WIRE PE SPEC. SEE ARCH'L. • NOTE: DETAIL SHOWS GENERAL ( ALL ADDITIONAL PARTS RE BE PER ARMSTRONG CEIU REQUIREMENTS AND SPEC r -BAR CURVED CEILING 15 TYP T -BAR CEILING 9 TYP MFG. O#10 SCREW EA. FLANGE EACH. STUD. TYP. - • . ®(E) MTL. DECK W/ CONC. TOPPING 'JC1 C_A UT] TRACK W / PL. 8 "x6 "x14GA. ®24 "O.C. W/4 XALH32 TO (E) urrno ncry Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: eaf1688Qpacbell net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 "�!fs jokp 1 f z+ t If ppi w *tom 4/?( 4) 1.6# -64-31 Joe No. Br DATE SH. OF IC P)e, 1V t2.1'C4- L Tel' 21-0 Pi 4X f -oU119 lt.6 O z,1-43 n1 pl�- t 41-0 DoT"! "te Pflwe-ro SUSPENDING EILING WIRE TOP CONN. DETAIL 0 ARMSTRONG DRYWALL GRID SYSTEM MAIN BEAM OZ ARMSTRONG DRYWALL GRID SYSTEM RADIUS CLIP 0 ARMSTRONG DRYWALL GRID SYSTEM CROSS TEE 19 NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS DETAIL WIRE TOP CONNECTION DETAIL 19/- DETAIL Tel: (626) 448 -8182 Jos No ANF & ASSOCIATES Fax: (626) 448 -8092 mail Consulting Structural Engineers E- ' enf1688Qpacbell net Br 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 7 )(et-m coitri (it ;f1,00x 6b4t DATE SH. OF ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail anf1688@paebell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Joe No. Br DATE SH. OF • 4 Std 444✓ SEE STRUCTURAL F TION DETAILS "1' -11 1/2" 1/2" MIN. AIR GAP SIG. DWGS. REFRIG. DISPLAY CASE, FURNISHED & INSTALLED BY OTHERS. COORDINATE W /REFRIG. CONTRACTOR LIGHT FIXTURE, SEE ELECT. DWGS. STEEL STUD FRAMING AND BRACING, PER STRUCTURAL 10' STEEL TRACK %" GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE 19'-0' A.F,F. F.O.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 4G" GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE 7' -0' FELS. FIN. FLR. • �T3 SUSPENDED WALL AT MAIN SALES AREA REF: 12/A2.1 4 T2 P12' -6' A,F.F. PRODUCE SALES CLG. LINE 19' -0' A.F.F. F.D.S. 11 '1 1 /2" MIN. AIR GAP SEE REFRIG. DWGS. SUSPENDED CEILING, SEE A -2.0 LIGHT FIXTURE, SEE ELECT. OWLS. X4" PLYWOOD 10' STEEL TRACK STEEL STUD FRAMING PER STRUCTURAL 7' -0' A.F.F. P F.D.S. 46" GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE ,tis BEWSIONS: A DATE JOB NO" 100 Np. ly IATE i H. OF 'IP FILL ( • Tel (626) 448 -8182 ANF & ASSOCIATES Consulting Structural Engineers Fax: (626)448 -8092 E -mail: anf1688©pacbell.nct 9420 Telstar Avcnue, Suite 118, El Monte, CA 91731 01) 6 " SIB F°K T °P !wed �3G 13P°P5�' +5p o Joe No Br DATE Sm. OF ) LENT °JV toe-K WSW 4XIUMI t" sev RE) et DIS *CV" POI) MITAgrakt iv/ 44k- ity TQ 'z V F4 • LENTION® LENTON® LOCK Mechanical Rebar Splicing System 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 closure pour and new construction applications • Meets slip criteria of less than 0.10,mm (0.0039 i n) • Provides superior fatigue performance • Works with a variety of standard US and international rebar • 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® 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. Fq ERICCI® LENTON' LENTON® LOCI( 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 2) Tighten bolts from the center to the coupler. 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 Length ,; in t 5.0 (L) . , nim 127 Outside: Diameter in ti 1.1 (d) mm 29 In Diameter m 0.6 ide mm 15 Weight. Ib 1.2 • kg 0.6 Socket Size Ave Torque age. . Al Number. of Bolts.: I'SlfiC. Lb* - Metnc' 10 Canada - Softy ", Metric 10 r rw LL12B1 in 1/2 mm 13 ft Ib � N m �. 150 205 6 #4 12 10 M 13 LL12B1 5.0 127 1.1 29 0.6 15 1.2 0.6 1/2 13 150 205 6 '4�`' ,14 �� + "7,. y.r ..t fa,. xr' :1 �•,� , _t,: 116:3 'LL1'bBt. � . :-, - . �159.k '1 '-f"14� a# .•1:t0.2. s! :35; • „� c.19 w u i� 2 1 0,9i ��*Lt� ,tp1;3� 1 1 `� F� ur - a 41, Y `" ari16 : ° A4• 15 Mr 6 ,,, i e111661 ii ;6:3 =i(59 :�k�1 4p; s- ti- 35: ;0.7 ,w.. X1,93 4 n 1 -•:1:1?w.l ? 1'/2 ,,, 1.3 13g > 15y;'20$ x �6 - 18 - - 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 LL2OB1 7.5 191 1.6 41 0.9 24 3.1 1.4 1/2 13 150 205 8 •a3 • :: :tiq tkm0 r 22Y:sw (LL„3.281 � `;�18 7 , a;222c 5l9 `'48, :1P1" =' 28t"4 rv,fi5,2;` ;2 .3ps + 'S /$ ` 16. ?� •''`7$0:� 340 � ¢L'gr7y #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 ;,4P, �''--.,, afia0,Mxta°`�29 - d LL2,881„1113F.,287K� • �i24;,e. F, 3)•• 4 Z102'r 4;6 +r ,S /84r'*rtr16a,' ,350 • . 475r av'!10 ":`�. -5 :? �y '.•{'' O � :� ?� +y:!- `t'F` . �J t�rfs:d 46.48B1 1.3 / .. a. .v :3 ' 287.a, - 0 -2. '-,2 • , 3 .'�":�.� �t1 3:c. �}, a;>3� , , .10 2w ../4:6 1% jtrr.. .i �, 5/8� d •i', �w`�f:1:6r� 4 ��350�« �. 475» ): r .;. s�10- '`ten #10 - 32 1132611 12.7 323 2.6 65 1.5 38 13.1 5.9 13/16 21 500 680 8 .` @�322 , 3,:s� 2,i. •,:' L136B1 14i11't :1358 • °tiz48s, . 72? .�1? ;.L 43Fa 1732 7.94L .,13/1611 L 21 1 "550 ; 750; t 6 A 1 � • r 17.161.31 3 M . t y t ::,4,:i 16 11.3"914...24.1i', 1 w 3 8 u 2.8' . 72 :1"1..7 434 A 3 ' : 2 ' , 1 ' 1550x`? k" 7501 `' 10rr,, - 38 - - LL40B1 15.7 400 3.1 80 1.9 47 24.0 10.9 13/16 21 580 790 12 - 40 - - LL40B1 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 Intemational Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. www.erico.com ERICD® C8515•NAEN C167LT09NAEN 001W139 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting structural Engineers E-mail: anf1688@pacbell.net 9420 Mister Avenue, Suite 118, El Monte, CA 91731 law) UiViTS AT 1. °w It`°F aRi n 8 I � z, mop j't Joe No. By DATE SH. OF cps (7/ _ L. -1-L12i..3f.t —1 1 II(N)HSS1 4)46)(5 (E.)C. ' )0 6 ' 25.7r< -,-. In • (Ei36G 3" DI' TS6x4 — ..•-:-....,-.....miff* t-r) 1-_.,-- 6N Pil STD. 'IPE 1/4 TY" --? 1.1.. . to N x (i) e---, Z. – 1 1.3 . IF 1\1 rg LI Th' i 1 K C=1 2 ' to LEL-- i '-' i i 1 I I I / / co x z ._.., - 3 ,--) 1j- J.-- ---- --...._ i 4-- -. ----, . 6 i V.; W 44i -E:r• ORA 041# 0...ei 1 -('''' ---' - K) c 6.7K i.,., , 16.:_t, A 011, A 747/// . •tr.--:.• .-.z..••• „„, -2, .___ILLI I ill .. _...... (7/ ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax: (626) 448-8092 E-mail: anf1688(a)pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 IA Joe No By DATE Sm. OF 814- Wt//P ii(.115)(6,1-,-.. 315" )A-1> 11__ r r = 41° Ur PooPi I/ poW4V noS )(4'13i* o -4it5' vt4 w,.. 6/S rwAl of 5 12 NE 2 33 pow„) 715 AppirldAi vrtpowov VI) ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 1 18, 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 Description new is beam for unit grid b Steel Beam Design Page 1 29407seafoodcity.ecw :Calculations 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 Fy 46.00 ksi Pinned - Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,000.0ksi LL & ST Act Together Point Loads Note! Short Term Loads Are WIND Loads. #1 #2 #3 #4 #5 #6 #7 Dead Load 0.340 0.340 0.340 0.340 k Live Load k Short Term 0.220 0.220 0.220 0.220 k Location 9.000 13.000 17.000 21.000 ft Summary 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 @ Center o. Center Coil Cants CcD, 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 Shear @ Right 1.52 k Center Defl. -0.556 in Left Cant Defl 0.000 in Right Cant Defl 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 1.66 Reaction @ Rt 1.52 Fa calc'd per Eq. E2 -2, K'Llr > Cc 1.19 1.10 -0.387 0.000 0.000 0.000 1.19 1.10 0.000 0.000 0.000 0.000 1.66 1.52 -0.556 0.000 0.000 0.000 1.66 1.52 0.000 0.000 0.000 k k 0.000 in 0.000 in 0.000 in 0.000 0.000 in k k Section Properties TS14X4X1 /4 Depth Thickness Width Area Rt Values for LRFD Design.... J 77.000 in4 Zx Zy 14.000 in 0.250 in 4.000 in Weight Ixx Iyy Sxx 8.59 in2 Syy 2.000 in R -xx R -yy 29.18 #/ft 189.000 in4 25.800 in4 27.000 in3 12.900 in3 35.400 in 1.730 in 4.690 in3 14.300 in3 t4 0 ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 1 18, El Monte, CA 91731 Title : Dsgnr: Description : Scope : ( Rev: 580000 User: KW- 0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Job # Date: 7:57AM, 20 JAN 10 Page 2 29407seafoodcity .ecwCalculations Description new is beam for unit grid b Sketch & Diagram O.56k 0.56k O.58k 0.5ek 1 3211 Mmax = 17.2k -ft Dmax = - 0.5561n Rmax = 1.657k Vmax left = 1.657k Rmax = 1.517k Vmax n P 6 Location fat Location (ft) Location rtn Tel: (626) 448-8182 ANF& ASSOCIATES Fax (626) 448-8092 Consulting structural Engineers E-mail: 611f1688@imbanct 9420 Te lstar Avenue, Suite 118, El Monte, CA 91731 ve.1( C) af (6T 4.11e.ote c 0 pcocir- ./.1. 'ow- b:e/rt-T.TV'ir t - D 40 I .--.1J? 17 JOB No. By DATE SI4. OF + Fivr f0 4014 7-- Z14 4:11 e ,t4 It5K- >kgx4tbp5A, CU- OUT OUT 6, ,7K 6:7",4\61-P■7 ,4 6 0 ()3Q 1-21 gaihr( pt(_ (&. coL 4,7 f:4. kt)D ttfic 449 L w 6).t31 0 K6 L fE 36G 8N 8.5K (E)W24>:68 I 03 (E; .c0x173 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anf1688@pacbep.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 ,__0(4-6GIG:a &tit 11)(tcyci Ala T5 IZ-i-`0%, e.r05 t7 Joe No. By DATE Su WW1) 4-x it .rx Zr. OF 551 5r1 Co iTtoL- *s , .. 6pz 60a*t-1, 104 4. 0/147 uto A Gbr4647 Sick_ gsr 85K is :g,:-; 1. ( g 67\ 7f-7-4; k-13.J9 popi, 5,5 To his AaVAL LQ'4 0 a ic- ( 0- r7:))(IlS�(55 = 3,0 617)- 6�2�- ►tZ =71 o1(_ 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 User. KW-0600953, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407 seafoodcity. ecw. Calculations Description ts12x4x5/16 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 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi 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 = 25.50ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 8.419 k -ft 64.515 k -ft fb : Bending Stress 3.962 ksi 30.360 ksi fb l Fb 0.131 : 1 Shear 1.196 k 69.000 k fv : Shear Stress 0.159 ksi 18.400 ksi fv / Fv 0.009: 1 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 Force & Stress Summary «- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only ( Center Center a Cants [a. Cants Max. M + 8.42 k -ft 5.72 8.42 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 1.20 k 0.83 1.20 k Shear @ Right 0.92 k 0.68 0.92 k Center Defl. Left Cant Defl Right Cant Defl -0.212 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft -0.145 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.212 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in Reaction @ Left 1.20 0.83 1.20 k Reaction @ Rt 0.92 0.68 0.92 k Fa calc'd per Eq. E2 -1, K *Ur < Cc Section Properties TS12X4X5/16 Depth 12.000 in Weight 31.79 #/ft Thickness 0.313 in Ixx 153.000 in4 Width 4.000 in Iyy 26.600 in4 Sxx 25.500 in3 Area 9.36 in2 Syy 13.300 in3 Rt 2.000 in R -xx 33.300 in Values for LRFD Design.... R -yy 1.690 in J 76.900 in4 Zx 4.050 in3 Zy 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 r Rev: 580000 User: KW- 0600953, Ver 5 8 0, 1- Dec -2003 (c)19B3 -2003 ENERCALC Engineering Software Description ts12x4x5/16 Title : Dsgnr: Description : Scope : Job # Date: 12:38PM, 20 JAN 10 Steel Beam Design Page 2 29407seafoodcity.ecw.Calculations Sketch & Diagram 0.85k 8.85k Rmax = 1.198k Vmax left = 1.196k 25.5ft Mmax = 8.4k -ft Dmax = - 0.212in Momerd (R4) Beudlt■g 611tnanrs -o Location fftl Rmax = 0.915k Vmax A= 0.9E n8 Location fttl Location (ft) ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: ant1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 as-'( &IC1N p,5160, _ d 9 j1,o (-MIS FRAM ytrc,ut_ svrro.le CDC, Joe No By DATE SH. OF 48'-5' (N)T.O. STEEL BM. 0 38' -9' (N)T.O. STEEL BM. 25' -4' (N)BA. STEEL BM. '3! (6 4_1$8x6x5418 RTN. BM. TS6x6x5/16 RTN7BM7" -4 J fezRTN:*BM-. } 1520x8x1 /2.'CONT I4 •65RTNF TS6x6x5 /1r6- :13IN._BM._ --. _... L6x6j5 /16'RIN7BM: imin L 1 mint 2 mimmi' IM _n IIII (E w3 135 C 1 WIMP 111000021111# _ ;MINIM I NI wasmil F3 52' -6' T.O. COPING 49' -11' (E) T.O. COPING 44' -1' (E) T. COPING 26' -4' (E) T.O. COPING 19'-4' (E) T.O. COPING 0' -0' (E) FIN. FLR. STELL FRAME ELEVATION AT WINDOW MOUNS sca.� 2 1/8 ° =1' -0° I'C52ox4x %b 1 .o `FKAK� T5 nuf, c/r. iwnf1-54 o err cQl,�r Results for LC 1, tl +wl ANF & Associates MMW 0141 TALE kest,& �t TS 24 t46 5970E1 c 01 av P 0 ST vGri "5v tog co 29407seafoodcity- sign -MOLI NS. r3d Loads: BLC 1, tl ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity -s ig n -M O L I N S. r3d Loads: BLC 2, wl ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity- sign -MOLI NS. r3d Ii �2� N22 < 7 *2 25 N23 N-v* N24 < r- N 2 MS Loads: BLC 3, M 2 j -.N17 N6 N16 M rN 19 2 N15 >18 ��N20 N5 ANF & Associates MMW Jan 19, 2010 at 3:46 PM 29407seafoodcity- sign -MOLI NS.r3d . Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:46 PM Checked By: Joint Reactions (By Combination) LC in Label X Y fk Z fk MX fk -ft MY fk -ft MZ fk -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 �q7 RISA -3D Version 5.0d [C: \RI SA3D\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) Y lint Rotatio radl Y Rotation fradl 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 - 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 RISA -3D Version 5.0d [C:IRISA3D\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) i1 Fbzfksil Cb Cm v Cmz Eqn 1 1 M5 Tu20X8X8 .524 0 .069 0 v 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 Tu2ox8x8 .524 14.5 .069 14.5 v 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 v 26.513 27.6 30.36 30.36 1.75 .6 .85 H1-2 14 1 M24 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1-2 15 1 M25 TU6X6X4 .035 0 .011 0 v 26.513 27.6 30.36 30.36 1.75 .6 .85 H1-2 16 1 M26 TU6X6X4 .035 0 .011 0 y 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 2.134 .344 .466 H1 -2 23 1 M27A TU6X6X5 .350 8.33 .026 0 v 23.547 27.6 30.36 30.36 2.149 .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 M30B 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 23.547 27.6 27.6 30.36 30.36 30.36 30.36 2.3 2.3 .276 .516 .232 .203 H1 -2 H2 -1 29 1 M33 TU6X6X5 .129 8.33 .017 0 v 30 1 M34 TU6X6X5 TU6X6X5 .134 .135 0 8.33 .019 .008 0 0 y z 23.547 23.547 27.6 27.6 30.36 30.36 30.36 30.36 2.258 2.134 .906 .254 .428 .466 H1 -2 H1-2 31 1 M35 32 1 M36 TU6X6X5 .350 8.33 .026 0 y 23.547 27.6 30.36 30.36 2.149 .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 Type rial Design Rules 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 Typical Typical 7 M17 N3 N10 TU8X6X5 Tube Column A500-46 8 M18 N10 N13 TU8X6X5 Tube Column A500_46 A500 46 Typical Typical 9 M19 N13 N16 TU8X6X5 Tube Column 10 M20 N4 N11 TU8X6X5 Tube Column A500 46 Typical Typical 11 M21 N11 N14 TU8X6X5 Tube Column A500 46 12 M22 N14 N6 TU8X6X5 Tube Column A500_46 A500-46 Typical Typical 13 M23 N4 N21 TU6X6X4 Wide Flange Beam 14 M24 N3 N22 TU6X6X4 Wide Flange Beam A500_46 A500 46 Typical Typical 15 M25 N2 N23 TU6X6X4 Wide Flange Beam 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 A500 46 Typical Typical 21 M25A N25 N29 TU6X6X5 Tube Column 22 M26A N29 N33 TU6X6X5 Tube Column A500_46 A500 46 Typical Typical 23 M27A N33 N37 TU6X6X5 Tube Column 24 M28B N26 N30 TU6X6X5 Tube Column A500_46 A500 46 Typical Typical 25 M29B N30 N34 TU6X6X5 Tube Column 26 M3OB N34 N38 TU6X6X5 Tube Column A500_46 A500 46 Typical Typical 27 M31 N27 N31 TU6X6X5 Tube Column 28 M32 N31 N35 TU6X6X5 Tube Column A500_46 A500 46 Typical Typical 29 M33 N35 N39 TU6X6X5 Tube Column 30 M34 N28 N32 TU6X6X5 Tube Column A500 46 Typical Typical 31 M35 N32 N36 TU6X6X5 Tube Column A500 46 32 M36 N36 N40 TU6X6X5 Tube Column A500 46 Typical RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 4 (N)T.O. STEEL BM. 31EF-9' (N)T.O. STEEL BM. • 25'-4' (N)11.0. STEEL BM. 156x8x5/113 RTN. EPA. r AT-R714.---1941- 141-4• 1 1' 1.. • - _TB8x6x54141 RTN. BM. 1S8x6:45 111 RTN. BM. BEHIND TO MAN ROOF --158148057113RTN:-BEC----. 0 52'-6' TS13x6x5/18 RTN. BM. AT-R7Nr-W SUPPORT- TS04014571 T.D. COPING 49.-11' (E) T.O. COPING ralarearsr=es TS8x8x5/113 Page ( TIAINBIARbOF TSBM3x5710 fllfl. BM. --TSfixthc5 RTN,- EMI IF .4111 11.1111101111111 DAM Ma= =Main _mom ism CD TO COPIN -...--ast•s==/1 0P T.O. C26.I—N4G' • '72 T.D. COPING 0'-0' • (E) FIN. FLR, STELL FRAME ELEVATION AT MAIN SUPPORT • I1 /8"= V-0" SCALE I -.3k /ft -13. N18 Loads: BLC 1, tl Solution: Envelope -N20 666. M n f-I /S Yoisu T k memo/ Tiotce ro rr ,e.Gf -- N24 ANF & Associates MMW Jan 18,2010 at7:1OAM 29407se afood city- sign - SUPPORT -.. -4.1k 7 �1 -4.1 k 9 -3.7k Loads: BLC 2, wl Solution: Envelope ANF & Associates MMW \_3 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 Ic Ic -ftl Ic MY fk -ftl Ic MZ fk -ft l Ic 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 Member Shape Code C... Locfft l lc Shear C.. Locfft l Dir lc Fa fksil Ft fksil Fb v -v f... Fb z -z f... Cb Cm v Cmz ASD E 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 HSS2ox4... .307 8.312 1 .049 8.411 y 1 19.651 27.6 27.6 30.36 1 .553 .85 H1-2 3 M25 HSS20X4... .307 8.312 1 .049 8.411 v 1 19.651 27.6 27.6 30.36 1 .553 .85 H1-2 4 M26 HSS20X4.. .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 y 1 18.823 27.6 27.6 27.6 1 .983 .85 H1-2 7 M29 TU6X6X5 .228 0 1 .042 0 v 1 18.823 27.6 27.6 27.6 .....404 .85 H1 -2 8 M46 HSS20X4.. .265 22.49 1 .031 0 y 1 6.304 27.6 27.6 27.6 1.....386 .85 H1-1 9 M47 HSS20X4... .248 0 1 .035 0 v 1 6.304 27.6 27.6 27.6 1.... .6 .85 H1-1 10 M48 HSS20X4... .248 0 1 .035 0 y 1 6.304 27.6 27.6 27.6 1... .6 .85 H1 -1 11 M49 HSS20X4... .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 ANF (626) 448 -8182 Ai\ F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E -mail: anf1688Qpacboll net 9420 Teletar Avenue, Suite 118, El Monte, CA 91731 WIPP p E,oks (E) A D, Z -K coL. z,Q7 PAL I 1"V L 0,& c [20 i Pit-G. 9K FtTq b' VitD)(31 !Of 2'--to 4,f 116 Joe No. By DATE SSH. OF v 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 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407 seafoodcity. ecw: C alcul at ions Description CHECK E BEAM W BRICK 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 Beam OK Static Load Case Governs Stress Using: W36X135 section, Span = 43.00ft, Fy = 36.0ksi, Left Cant. = 8.50ft, Right Cant. = 8.50ft End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 652.447 k -ft 869.220 k -ft Max. Deflection fb : Bending Stress 17.835 ksi 23.760 ksi Length /DL Defl fb / Fb 0.751 : 1 Length /(DL +LL Defl) Shear 69.549 k fv : Shear Stress 3.261 ksi fv / Fv 0.226: 1 307.152 k 14.400 ksi -0.932 in 466.5 : 1 363.8 : 1 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 @ Reaction @ Left Reaction @ Rt «- These columns are Dead + Live Load placed as noted -» LL +ST Ca. Cants DL LL LL +ST Maximum Only a Center 0 Center 652.45 k -ft 513.78 652.45 69.55 k 69.55 k -95.18 -95.18 -95.18 -95.18 -95.18 -95.18 56.65 56.65 69.55 69.55 -0.932 in -0.728 -0.932 -0.932 0.555 in 0.417 0.555 0.555 0.561 in 0.437 0.561 0.561 0.000 ft 0.000 0.000 0.000 97.55 79.05 91.95 91.95 97.55 79.05 91.95 91.95 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 7 LL 0 Cants 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 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Rev: 580000 User KW- 0600953, Vet 5 8 0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software • Title : Dsgnr: Description : Scope : Job # Date: 12:45PM, 20 JAN 10 Steel Beam Design Page 2 29407seafoodcity .ecw:Calculations Description CHECK E BEAM W BRICK Section Properties W36X135 Depth Web Thick Width Flange Thick Area Rt 35.550 in 0.600 in 11.950 in 0.790 in 39.70 in2 2.930 in Values for LRFD Design.... J 7.000 in4 Cw 68,000.00 in6 Weight Ixx IYY Sxx Syy R -xx R -yy 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 7 20b�d11!!!ll11 111 111l111J1!l111!!llllll!!lllllJl 2078d6 141 /i 1111111111l11!!!lllllll!l // iii1111111111 1.03816 8 436 Mmax = 852 48.6 Dmax = - 0.93211 Mmax ® left = 118.888 -6 Rmax = 97.5498 Vmax 62) left = 89 549k Dell ® left end = - 0.5549in 0. 85621 Mmax © right = 116.88k -6 Rmax = 97.549k Vmax ® rt = 89 549k 662 45, 679 05 507.461 --- 434.00 .-302 47 0289.08 `-217.48 X144.00 I. ..... 72 40 f 00 - 95.18: B @udillq hlnInIgino g 90.55 65.54 4173 -. 77 82 13 01: 'u` 0.0 -1301 17.82 -41]3 Dell 0a right end = -0 580711 59'04 t •00.65 58 11.81 Beaty �6ea1 .7 17.83 23.88 20.88 Location fftl i 35.00 41.03 17.95 53.98 80.0 1 0.50 0.42 ,_ 0.38 ;- 0.14 I. 00 -0. 9 0.31: 0.47 17.83 I }i 2 .80 29.88 35.90 Location ffil t . 41.93 17.95 53.98 80.0 "A -0.78 --- .0.93' Della Ann 5.78 11.81 17.83 2 .88 29.88 35.90 Location (ftl } - 47.05 53.08 80.0 1 AFOOD C IT Y SUPERMARKET 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 rey.lacson@seafoodcity.com rey seafoodcity@yahoo.com b(OOc;LI RECEIVED JUN 2 9 2010 PERMIT CENTER 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) I $172,215.74 W:\PW Eng \Old P drive \Cyndy \Development Review \Westfield Impact FeesWestfield Impact Fees Seafood City TSI Transportation. Solutions, Inc. 8250. 165th Avenue NE Suite 100 Redmond, WA 98052 -6628 T 425.883.4134 F 425.867.0898 www.tsinw.com C N AL MEMOR DUM 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 156th 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. T h Transpnrtatiun Solutions, inc. 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, 8`'' Edition, Institute of Transportation Engineers. This plot is summarized on the following chart. 2 TSI Transportation Solutions, lin:. 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_trips per 1000 square foot. This trip generation calculation for this use will need to be adjusted to reflect the a elf cr 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 s) T = Average Vehilce Trip Ends N N W W 4 0 O O 0 O 0 0 C C 99 Ranch (Ed • • ,I, 99 Ranch (Kent) Uwajimaya (Bellevue) Uwajimaya (Renton) Fitted -Curve Equation T = 3.0503X + 150.37 R2 = 0.7346 10 20 30 40 50 60 X = 1,000 Sq. Feet Ethnic Grocer Trip Generation Data Plot 70 ® Data • -• - - -- Average Fitted -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_trips per 1000 square foot. This trip generation calculation for this use will need to be adjusted to reflect the a elf cr 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: Oab 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 Joanna Spencer - FW: AC. '^R: bJ ,....:...may. a.........:...e.=++. _ -..cam. m.,,.- From: "Shelley Kerslake" To: "'Bob Giberson "' Date: 04/14/2010 10:28 AM Subject: FW: Attachments: Page 1 of 3 ..w..ew.w,.www ,,.....1...7....01 «.041,,,. 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 Tess 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 reduction 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 (-3-6,336� 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 Tess 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 reduction 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. fi1e: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 RE: SFC Southcenter Joanna Spencer - RE: SFC Southcenter From: "Bill Beebe" To: "Joanna Spencer" Date: 02/16/2010 10:20 AM Subject: RE: SFC Southcenter Page 1 of 1 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 :ispencer(u)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 l of l Jennifer Marshall - Fwd: Re: Seafood City Permits - please advise [WI( 711■7111114.011. .116 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 11, and it needs to be paid in order for all four TI 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 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 -021 In reference to Pinoy Kitchen located at 1368 Southcenter Mall Suite #140 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 & PG 10 -008), Valerio's Bakery (D10-019 & PG 10 -006), Pinoy Kitchen (D10-021 & PG 10- 007, and Pharmacity (D10-023 & PG 10 -009). 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 21A -1.4A — clarified pass thru window. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File bio CORREZlOft9 LTR# , Z 021 RECEIVED MAR 312010 PERMIT CENTER • 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 -021 In reference to Pinoy Kitchen located at 1368 Southcenter Mall Suite #140 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 CORRECTION LT RECEIVED MAR 312010 PERMIT CENTER 1 t March 17, 2010 • City ®f Tur5'. Jim Haggerton, Mayor Department of Community S evelopment Jack Pace, Director Bill Beebe Nadel 1990 S Bundy Dr, 4t1i Los Angles, CA 90025 RE: Correction Letter #2 Development Permit Application Number D10 -021 Pinoy Kitchen —1368 Southcenter Mall, Ste 140 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 and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 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, fer Marshall it Technician encl File No. D10 -021 W:\Permit Center\Correction Letters \2010\D10 -021 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 16, 2010 Project Name: Pinoy Kitchen Permit #: D10 -021 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. If the calculations are for this tenant then indicate as such in the title block. Revise the fixture calculation to show compliance for this tenant space only since it is not required for this tenant to supply bathroom fixtures for the entire Seafood City. Show or cloud which bathrooms are the subject for this permit. If the bathrooms are not part of this permit, that table may be omitted to eliminate any confusion. The Mall has provisions for general public toilet facilities in other locations through out the mall. Please revise plumbing fixture calculations or remove table. (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 fans appear to discharge at close vicinity of the upper story exterior walls. 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 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. Please provide wall component specifications for the short wall left of grid G and below grid 2 with two tables on each side (E & J). The wall has one line in the center which is not indicated in the "Wall Types" legend. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 17, 2010 PROJECT: Pinoy Kitchen 1370 Southcenter Mall, Ste 140 PERMIT NO: D10-021 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 stamped and signed by a WA State professional engineer. The sheet that was submitted had an architect's stamp and signature. Make sure the Revision No. and date are entered. H: Joanna/D10 -021 a qv r • • 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 -021 In reference to Pinoy Kitchen located at 1368 Southcenter Mall Suite #140 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 A -0.0 — indicated distance and path of egress. Refer to electrical drawings for path of egress illumination. Response to Comment #3: See updated sheet A -7.0 — clarified door schedule notes to 2006 IBC Response to Comment #4: 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 • • Joanna Spencer Public Works Department City of Tukwila Department of Conununity 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 -021 In reference to Pinoy Kitchen located at 1368 Southcenter Mall Suite #140 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 1 • March 1, 2010 } 1 �3 ' �% Jim Haggerton, Mayor Department of Community Development Bill Beebe Nadel 1990 S Bundy Dr, 4`1' Los Angles, CA 90025 RE: Correction Letter #1 Development Permit Application Number D10 -021 Pinoy Kitchen —1368 Southcenter Mall, Ste 140 Jack Pace, Director 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 and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 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 enc File No. D10 -021 W:\Perrnit Center\ Correction Letters\2010\D10 -021 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 t Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: February 19, 2010 Project Name: Pinoy Kitchen Permit #: D10 -021 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 door. 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 field 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. 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) 3. 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. 4. 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. r 1 • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 25, 2010 PROJECT: Pinoy Kitchen 1370 Southcenter Mall, Ste 140 PERMIT NO: D10-021 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 Number and date are entered. 2) On your plumbing plans please cloud the work that pertain only to the Pinoy Kitchen,Ste 4140. 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/D10 -021 N/p N'A N/A- • 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) Su i cl ase ' erc t'am t to : sizi • c . ul . tion nd 1 gre.:-1 -rc.: o 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) bruit construction cost e r the site work, order to determine Public Wor, permit fee. See attached PW Bulle ' A -1, -2. 5) Fill ou the attached affic Con • irrency Test and squ footag- of leased space. • pplicat completed. licatio orm and spell ou - ach tenant use n fee will be ermined a; -r review is N IA- 6) This pr•'ect is s En • eer after th H: Joanna/D 1 0-020 iect to Traffic raffle Co pact fee which will be det ency Test Application is bmitted. by PW Senior Traffic Doi- oat PiNoY K1Tcl -EN -- REFe rmi NcE 0o■)l,Y Food and Facilities Progre 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206 - 296 -4632 Fax 206 - 296 -0188 TTY Relay: 711 www.kingcounty.gov/health March 1, 2010 Mr. Bill Beese c/o Nadel Architects 1990 S. Bundy Drive, Fourth Floor Los Angeles, CA 90025 Palk Health Seattle & King County CIv orsTERvingA MAR ,12 2010 PERM'T CE!w7 Re: PLANS AND SPECIFICATIONS FOR: Pinoy Kitchen at 12368 Southcenter Blvd #120, Tukwila, WA 98188 SR1188016 P/E 6723 (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 (SR1188016). 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 PI ID PLAN R • PY /ROUTING SLOP ACTIVITY NUMBER: D10 -021 DATE: 03 -31 -10 PROJECT NAME: PINOY KITCHEN SITE ADDRESS: 1368 SOUTHCENTER MALL STE 140 Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS (. )4-(o'{ Building Division Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 04-01 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: n Approved with Conditions DUE DATE: 04 -29-10 Not Approved (attach comments) ❑ 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 °PER 1T C COPY a PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -021 DATE: 03/10/10 PROJECT NAME: PINOY KITCHEN SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 140 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Complete Comments: 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 Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/08/10 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Oath \, 2 Bldg QSJ Fire ❑ Ping ❑ PW' Staff Initials: - Documents/routing slip.doc 2 -28 -02 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -021 DATE: 01 -26 -10 PROJECT NAME: PINOY KITCHEN SITE ADDRESS: 1370 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued /D�EPARZMENTS: '6Sding Are Prevention n Structural Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 01 -28 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1 Structural Review Required ❑ No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -26 -10 Approved n Approved with Conditions n Not Approved (attach comments) IX Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Fire ❑ Ping ❑ Documents/routing stip.doc 2 -28 -02 Staff Initials: 6 " • 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/ZO10 Plan Check/Permit Number: D10-021 ❑ 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: Pinoy Kitchen Project Address: 1368 Southcenter Mall, Ste 140 Contact Person: 15111. 15q15t- Summary of Revision: Phone Number: (o) S2( -zic o CM OFD MAR 31 2011 PER6s1T CEN''£. SheetNumber(s):T -1•0/ n -1.0 6-3D C-5-f) A -1.2, li' I•�i�`, "Cloud" or highlight all areas of revision including dat of revs Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 3 3I —( 0 A -3.a MtLU/NICpL VW45. \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 4, • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.citukwila.wa.us .. :' • • .•yv5'. r...�' nY4A?w',y . �44r. + 'r :• fi 1014 ••liar ri..�.. y .r.. ,. ,� - • - ••• _ • •• • - _ •• ;:.� , ® ONF�S * o TAI : : Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/a/7c2io Plan Check/Permit Number: D10-021 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED Y OF TUI<WILA MAR 1 0 2010 -*RivoT GEC Project Name: Pinoy Kitchen Project Address: 1368 Southcenter Mall, Ste 140 Contact Person: 1� imw Phone Number: (a1(7)026/-216° Summary of Revision: /7/4614t9 A( Sheet Number(s): 11.0/ 1iZ -1 '2� 0 0 t3 WI f'7•° I LUMt3114 PW "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on otTh \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification 0 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 Property Street dress kA) ;IX ggikr City State ZIP In . " eIk --- Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) ) 4S- 04-6-- Owner's Phone Number (with Area Code) Property Phone g)?,. er(w Area Code) Owner's Mailing Addre A. Fixture Uni 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 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 5 % 0 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 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 Property Tax ID # 02L-1 Park to be Billed (if • iffe ent from owner) t iC•,e City or Sewer District 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 s Yi circumstances. Demolition of pre- existing building? Was building on Sanitary Sewer? es ❑ N Was Sewer connected before 2/1/90? ❑ Yes gr Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes C to 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) 1RCE A B P SD RCE RECEIVEr JAN 26 2010 PERMIT CENTkt 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 understand tha the cr pacity charge levied will be based on this information and any deviation will require resubmission of correcte: da- fo . t• r i Signature of Owner /Representative `D i�� Print Name of Owner /Representative Ti_iffirta w ....-7 1058 (Rev. 9/071 White — Kino Cou ,tv Yellow — Local Sewer Aaencv Pink — Sewer Customer ion of a revised capacity charge. \- \ Contractors or Tradespeople Printer Friendly Page • • General /Specialty Contractor A business registered as a construction contractor with LW 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 a 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 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON 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. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-08-10 3rd HD. & 2nd B.D. SUBMITTAL: 03-01-10 3rd B.D. SUBMITTAL: 03-24-10 0 DRAWING TITL REVISIONS: A BLDG. & SAFETY' / 1 \ COMMENTS / \ A BLDG. & SAFETYA / \ COMMENTS / \ A A A A A A A A DATE 02-09-10 JOB NO. 09293 SHEET NUMBER _.,.. E. I RiEtiVpli:DFODR CODE COMPLIANCE . APR 2010 ItIV _ 1 I-- "T-7 FILE ItooP., Y 0 kwila PO-VA 1 L_ BUILDIN !VISION • • Ran r approval Is :- •-:- to - re and °mom Approval of co ;frq I documents • • :,- not authorize the Oolation of any ado ,, r:; • code or ordinance. Receipt otapprOVed Reki p d I $ TIS is eknowledged: BY...1u if i Data: - C"' i tr" u0 aty Of lbkwita BUILDING D ON APPLIC CAN : CONSULTAINITS: (CONSULTANT UNDER CONTRACT WITH OWNER) 0 c:s M 1= EE ENGINEER: L1ji I CIVIL STRUCTURAL ENGINEER: ELECTRICAL ENGINEER: MECH. 4 PLUME3 ENG NEER: SUITE #I40 F PAC LAND ANF HALLIS ENGINEERING MBSE 1505 WESTLAKE AVE. N. ci420 TELSTA1R AVE., SUITE I 15 5410 IN' LSHIRE BLVD., 4*602 51552 VIA COLINA, UNIT 4*I 12 (PINOY KITCHEN) REFERENCE PERMIT tt: BLDG. $ SAFETY - 010-021 MECHANICAL - - - MI0-010 PLUMBING - - - PG10-001 ELECTRICAL - EL I 0-0055 HEALTH - ssiissoie; EEL:1E133 EIM.J-LcDW L._ IlYC-_ip,_11, 0 _.i 0 P NG Ro • NO ; OS - tie : : tothese p I ..utapprovat • the .4,.... App P _ s' Br kAmik- Jaw° likcx flL a 641 li : i - r, UNI SUITE 505 EL MONTE, CA. g 1151 LOS ANGELES, C.A. G10056 WESTLAKE VILLA, C.A. cl 1562 SEATTLE, INA. toci (626) 445-5152 (525) c155-1 065 (515) 155-5551 la (206) 522-41510 (626) 445-50c12 FAX (515) 155-5554 FAX (206) 522-5544 FAX ATTN: MICHAEL WANG ATTN: LEN FINER ATTN: BI LL BOOTH (PLUMB) ATTN: BILL FORTUNATO ATTN: TOM NASROLLAHI (MECH) (al 8) 545-1556 (SS) 54a-om rAx _ 017 OEC=441 0 Eg(0)0D) onm=p1mo(0) P >X Ecc_19,11421)D EgE=0E7thil 1__. _._u__ __IFI-Nno cm) _F-1.1 1\,\/7 If cgicoRi_i Ll'ir3 LEGEND VICINITY MAP APPLICABLE CODES SUMMARY GENERAL NOTES SFC GENERAL NOTES SHEET INDEX 0 KEYNOTE REFERENCE GRID NUMBER 411 NUMBER INTER' OR ELEVATION BU I LD 1 NG WALL 2 DI RECTI ON OF WALLS 2101-WN a -... ALL WORK SHALL COMPLY INITH THE FOLLOWING CopEs EXISTING TWO STORY BUILDING 2. 5. 4. 5. • -7. 5. q. 10. II. 12 1 • . ALL INORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENC I ES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERI FY !NG ALL DIMENSIONS AND COND I TIONS THEREON BEFORE COMMENC I NG THE INORK. REPORT ANY DISCREPANC I ES AND / OR POTENTIAL. PROBLEMS TO THE ARCHITECT, PRIOR TO PROCEED I NG. RNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS. (N.I.C) THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEIL I NG OR INALL ACCESS PANELS ( OR ACCESS DOORS ) AS REQUIRED SY GOVERN I NG AGENC I ES FOR AI R CONDITION' NG, PLUMBING FIR SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBL IES IN' TH SELF - CLOSING DEVICES IN ONE (I) HOUR RATED CONSTRUCTION. ALL PENETRATIONS AT FIR RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED F IRE ASSEMBL I ES. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, AND/ OR CANOPIES AS REQU 1 RED BY THE LOCAL AUTHORITIES OR AS t•IECESSARY FOR PEDESTfRIAN AND VEHICULAR SAFETY. EXIT SINS, INHERE NOTED OR REQUIRED SHALL BE INORDED "ExIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 3/4" WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO copEs AND / OR APPL !CABLE REGULAT 1 ONS. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. EVERY EX I T DOOR SHALL BE OF'ENA M BLE FRO THE INSIDE WI THOUT THE USE OF A KEY OR ANY SPECIAL KNOINLED GE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED 'TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 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 HI-I ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. ALL EXPOSED ELECTRICAL EQUIPMENT, CONDUITSPLUMBING LINES, ETC... SHALL BE PAINTED WI TH M I N.(2) COATS OF PAINT TO MATCH THE ADJACENT SURFACES. CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS, DRIVEY4AYS, ETC., PRIOR TO POUR I NG CONGRE'M 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. OBTAIN TENANT'S LATEST CRITERIA DRAINS 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 INRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SLAB OR APPLING FINISHES ON INALLS. 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 (ISO) INHEN REQUIRED BY °INNER, 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 INATER MAIN TO INTERIOR OF BUILDING. 6ENEIRAL 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 FAMI L I ARI ZE THEMSELVES WITH THE ARCHI TECT'S DRAINI NGS AND SHALL NOTIFY ARCHI TECT OF ANY DISCREPANCY, OMISSION, CLARIF !CATION, ETC. OF ANY INFORMATION NECESSARY FOR 6 ENERAL: • CONSTRUCTION TYPE 15 TYPE I I -V FULLY SFR' NKLERED T- .0 TITLE SHEET -,, -. , I NCLUD I NG WASHINGTON STATE AMENDMENTS 1. 2006 INTERNATIONAL BUILDING CODE 2. 2006 INTERNATIONAL BUI LD 1 NG CODE CHAPTER 11 ICC/ANSI AI 17.1 (2005), ACCESSI BLE 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 1. 2006 WASHINGTON STATE VENTILATION AND NDOOR AIR GuAL I TY CODE 5. 2005 NATIONAL ELECTRI CAL CODE (NA -10) ci. 2006 INTERNATIONAL FUEL 4 GAS CODE OCCUPANT LOAD ANALYSIS PER TABLE 004.1.1 2006 BC D-1 .0 DEMO • 0- • • T.E.S.C. PLAN C-5.0 GRE N - , PLAN C-5.0 SA ' TARY SEINER - ARCH' TEGTURAL: Min. 3 means of 9 q Occupant i egress Re 'd when Egress I Egress Est SF Load # of Total # of Occ Width Provided Suite Description SF Breakdown! Factor Occupants Occupants' exceeds; Inches Inches THE COMPLETION OF THEIR WORK. 2. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, AND SERVICES REQUIRED TO PERFORM ALL I ND !GATED OR RESONABLY INFERRED OR REQUIRED BY ANY APPL !CABLE COSE TO COMPLETE THE I R SCOPE OF INORK FOR A COMPLETE AND PROPER F I NI SHED JOB. V 4 C; R KS; EBN E-lcEEI SD:DAsEARR Si 1: TO 5. CONTRACTOR PRIOR TO BI DD 1 NG SHALL. MAKE ALL EANP5PuLtEl C ATBHLAET DTRAHEYW IHNLSEA1VN0A ILLuADBELDE AI/. ALL Lm COMPLETE THEIR INORK. THE GENERAL C CONTRACTOR'S BID SHALL BE DEEMED COMPLETE AND REPRESENTING THE CONSTRUCT' ON DRAININGS AND PROJECT SPECIFICATIONS. • ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY THE ARCHI TECT OF PROBLEMS, I F ANY. FAILURE TO DO 50 SHALL MEAN THAT ALL NECESSARY CORRECT! VE MEASURES SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND IN' THOUT IMPACT TO THE PROJECT SCHEDULE. 5. THE INTENTION OF THE CONSTRUCTION DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, EQU I PMENT AND TRASNSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK. 6. EXISTING BU I LD 1 NG FEATURES/CONDI T I ONS (INCLUDING UNDER SLAB UTI L 1 TI ES OR STRUCTURE) WERE SHOWN FROM RECORD DRAININGS PROVIDED BY LANDLORD (WESTFIELD) INHICH INERE TAKEN TO REFLECT THESE EXISTING CONDI TIONS. CONTRACTOR TO VERIFY XISTIN CONDITIONS PRIOR TO PERFORMIN EG G HIS WO RK. 7. INHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETA I L5 SHALL BE THE SAME AS FOR 51 MI LAR INORK SHOINN ON THE DRAININGS AND/OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 5. INHEN 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. INORK NOT 1 NCLUDED IN CONTRACT IN' LL I5E DESIGNATED AS "NIC", "FUTURE" OR "BY OWNER" AND MAY BE EXCLUDED FROM THE CONSTRUCTION CONTRACT. ALL OTHER INORK REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE THE RESPONSI 15 I L I TY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BID PRICE. O. CONTRACTOR SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. 11. SIGNAGE SHALL BE CONTRACTED DIRECTLY S( THE °INNER. THE GENERAL CONTRACTOR SHALL PROVIDE J-BOXES, ACCESS PANELS AND NECESSARY BLOCKING FOR FASTEN' NG OF SIGNS. CONTRACTOR 15 RESPONSIBLE FOR COORDINATION INITH OWNER'S SIGN CONTRACTOR. Lp Th17 K Far A5.0 SECTION INALL NUMBER s TUKIAIILA )-- PARKKA0' I- tn ILI K V V BAKER I- 0 < ILI V V < Et.. PLAN CHANGE/BULLETIN EXTERIOR MATER! AL COLO1R REFERENCE AR-I.0 OVERALL REFERENCE SITE PLAN AR-1 .1 ENLARGED REFERENCE SI TE PLAN 4 HARDSCAPE PLAN A-0.0 OVERALL REFERENCE FLOOR PLAN DA-1 .0 DEMOL I TI ON PLAN A-I.0 FLOOR PLAN _._ < K v V D- V MI I-- r 100 SFC Market - Occup. Group M 30,427 680! 500 ADDENDUM 0 DOOR REFERENCE NUMBER Sales! 19,7491 30! 658.31 98.7i Kitchen 1,0991 200 5.51 0.81 Warehouse/Storage i 6,4121 5001 12.81 .9! - < Lvr3 B a. V - . A-1 .2 ENLARGED FLOOR PLANS, ELEVATIONS $ DETAILS Locker Room' 128 50! 2.6! - Office! 1111 1001 1.111 6. DETAIL REFERENCE . A-1 .4A SUITE 140 ENLARGED PLANS AI .4 SUITE 140 ENLARGED PLANS z ILI 0 tu > 0 1 0 Retail - Occup.Group M 163 30 5.41 5.41 501 0.81 , !,..... 120 Retail - Occup. Group M 185 3 6.21 621 50 0.9! 1 Is STRANDER BLVD. 0 0 9 < PLAN 3 130 -1Reiail-(Pharmacity) - Occup. Group M ,301 30 43.41 43.41 501 6.51 _ 7 '-- 76:41 501 11.81 140 Food (Pinoy Kitchen) :--6-ccup:brotip-A-4 ' 2,354 - - Kitchen • 1,274 200 6.4 - ClLINC. LAN 3 A-5.0 ROOF PLAN - c 1V v 4.• b. 0 Z NO SCALE Customer/Seating: 1,080! 15 72,01 'Re -, A 1..4.474- 150 ail (Valerio's Bake Occup. Group M 1 0 22.7! 5 . -14q-SALC.5 INTERIOR ELCVATION3 A-4-.2 SUITE 150, 140 .4 150 INTERIOR ELEVATIONS _ ..! Kitchen! 969: 200 4.8 I. Sales 537 30 7.9 ... -, A-6.0 MISCELLANEOUS DETAILS - . S PTAILS A-7.0 DOOR 4 ROOM F 1 NISH SCHEDULE STRUCTURAL: Entry Vestibule 243 ABBREVIATIONS PROJECT ADDRESS DIFFERED SUBMITTAL Utility Room 3 9 Toilet Rooms 259 STO GE-NERAL NOTES STI FOUNDATION DETAILS ST2 ROOF FRAMING DETAILS 4 MISCELLANEOUS DETAILS ST5 MISCELLANEOUS DETA I LS D1.0 DEMOL I TI ON FOUNDATION PLAN D2.0 2ND FLOOR FRAMING PLAN 51 .0 FOUNDATION PLAN 52.0 2ND FLOOR FRAMING PLAN Corridors 5651 A/C AIR CONDITIONING M.H. MANHOLE A.G. ASPHALTIC CONCRETE M.O. MASONRY OPENI NG A.F.F. ABOVE FINISH FLOOR MTR METER . ALUM. ALUMINUM N I C NOT IN CONTRACT A.S.R. AUTOMATIC SPRINKLER RISER . ' ' N .T.5. NOT TO SCALE BLK. BLOCK 0/ OVER BLDG. BUILDING 0.0. ON CENTER C.13. CATCH BASIN O.P. OVERFLOIN DRAIN 0.5. OVERFLOIN SCUPPER C.J. CONTROL JOINT C.L. CENTER LINE OPP. OPPOSITE - CLG. CEIL !NG P.L. PROPERTY L I NE CLR. CLEAR P.O.C. POINT OF COL. COLUMN CONNECTION CONC. CONCRETE CONT. CONTINUOUS R.D. ROOF DRAIN C.T. CERAMIC TILE SIM. SIMILAR D.S. DONN SPOUT T.C. TOP OF CONCRETE E.D.F. ELEcTRIC DRINKING FOUNTAIN T.M. TOP OF MASONRY E.J. EXPANSION JOINT T.P. TOP OF PARAPET E.1^1.0 ELECTRIC INATER COOLER T.S. TOP OF SHEATHING EXP. EXPOSED TYP. "TYPICAL U.N.O. OTHERUNLESS WNOTED ISE F F.D. LOOR DRAIN r .6. FINISH GRADE IN/ WITH F.H. FIRE HYDRANT W.H. INATER HEATER FIN. FINISH INTR INATER 1565 SOUTHGENTER 5LVD. TUKIA1 I LA IAIASH I NG TON i< I NG COUNTY AFN: G1202410010 • F IRE SPRINKLER F I RE ALARM RACK 4 GONDOLA ANCHOR DETAILS Loading Dock 1,542 Totals 35 9361 836.4 125.51 144 - RECI'D TOILET FIXTURES PER TABLE 2902 1 2006 IBC & WA STATE AMENDMENTS _ -1 I Occupant Est SF ' Load # of i Total # of 1 I 1 1 Suite Description SF Breakdown i Factor Occupants Occupants! :"..., . ,-, - 5 -... CCTION ELECTRICAL: 100 SFC Market Occup. Group M 30,4271 1071 Sales 9,749 i 200, 98.71 E-I SINGLE LINE DIAGRAM AND SYMBOLS LEGEND Kitchen r 1,0991 200 5.1 -2 LICHTIN LAN Warehouse/Storage! 6,4121 5,0001 1.3' -3 ONR LAN SCOPE OF WORK Locker Room I 128: 200J 0.6 - 6 RA I LA - Office' 0.6j 111 ' 2-0-0 . .T. E-6 SUITE 140 ELECTRICAL PLANS _ - iid- !ReTaii---o-c-Ciip-. bibi.-IP iiii-- ----1- -T88"i- • .-00 0.81 0.8 , , 126 !Retail Occup. Group M 185 200 0.91 0.91 BUILDING: ..... .., .d E-5 PANEL SCHEDULE MECHANICAL: 130 , Retail (Pharmacity) - Occup. Group M ,301' 200 6.5 6.5 - - - 140 [Food (Piney Kitchen) - Occup. Group A-2 Z 54 42 41 " I- I. DEMOLITION OF REMAINING EXISTING INTERIOR IMPROVEMENTS (LANDLORD WILL DEMOLISH MAJORITY OF EX I STING IMPROVEMENTS IN THEIR SCOPE). DEMOLITION OF PORTIONS OF EXISTING FLOOR SLAB FOR FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS. 2. NEIN BUILDING OPENING (SERVICE DOOR). 5. TENANT IMPROVEMENTS OF PORTION OF GROUND FLOOR - (BALANCE OF GROUND FLOOR - 5,555 SF AND ENTIRE SECOND FLOOR TO BE IMPROVED UNDER SEPARATE PERMIT BY INESTrIELD. 4. NOT USED MECHANICAL: _ , _ _ Kitchen _ 1,274: 2001 CustomeriSeitin61 1;0-80, 301 6 41 ._ 1, M-I MECHANICAL SCHEDULE, DETAILS, AND NOTES M-2 MECHANICAL FLOOR PLAN M-3 MECHANICAL ROOF PLAN M-4 ENLARGED TENANT MECHANICAL FLOOR PLAN M-5 CAPTIVEAIRE HOODS, EXHAUST FANS, AND MUA UNITS M-6 ENERGY FORMS ,_ _ _ - - -- _ .__ 36.6 - 150 1Retai (Valerie's Beii-eiy - Occup. Group M I ,506, • ' -kitchen! 969 2001 4.81 __________, Sales 537 200 2.7 . Entry Vestibule 243, ;,... - !Utility Room 319, REVISIONS ADDITIONAL NOTES .-80' 'Toilet Rooms No-chances-shall-be-made-to-the P-0.I PLU G CO SHEET P-0.2 PLUMBINc PULE P-0.3 PLUMBI, D - ILS P-I.0 INA - AND s P-2.0 * AND COLD R P.O GAS PLAN P-4.0 WASTE 4 VENT I SOME - VIEW .,. CORRECTIO N LT R# RECEIVED MAR 3 1 2010 PERMITCENTER RECEIIINti AI-Ati 0 I itli0 --- - 'Corridors ___ 565, ___ _ ,Loading Dock , J scope- of work-without prior approval of --- 1Tukwilai,-Building-Division:- - -- PUBLIC HEALTH - SEATTLE 4 KING COUNTY INSPECTION REQUIRED ON COMPLETION OF INORK PRIOR TO OPENING. ' - J 440TERevisions-Wilfrequirea-nemplan-submittal 1 5. INSTALLATION OF NE IN MECHANICAL VENTILATION SYSTEM (NEIN SPLIT SYSTEM HEAT PUMP UNITS, EXHAUST 4 SUPPLY FANS AND KITCHEN HOODS) AS INDICATED ON PLANS. 'Total's 35,936 164.91 -and-may-include-additional-plan-reviewfees. - --, Required Provided j Men Women Men Women Comments FLR. FLOOR V.I.F. VERIFY IN FIELD F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.S. FINISH SURFACE / FLOOR SINK G.I. GALVANIZED IRON PLUMBING: 6. INSTALLATION OF NEIN PLUMBING FIXTURES AND PIPING (SANITARY INASTE, HOT $ COLD WATER AND GAS LINES) TO BE TIED INTO EXISTING PLUMBING SYSTEM AS INDICATED ON PLANS. SEPARATE PERMIT R! Hr FOR: MeChanical a 8echical CA Plumbing r 0 Gas Piping City of Tukwila _ ' _ LONG DIVISION . Occ Load per! 82 82 82 82 , !Actual toilet and DF facilities will be constructed under Seafood City market permits 1(010-022 & PG10-008). Toilets' TUKWILA PUBLIC WORKS 0 Urinals' !Calculation provided for entire Seafood City Marketplace space (which includes 'Seabed City market (D10-022 & PG10-008) Valedo's Bakery (D10-019 & PG10- , Las ,006), Pinoy Kitchen (D10-021 & PG10-007, and Pharmacity (D10-023 & PG 10- 1 1009), Valerie's Bakery (D10-019 & PG10-006) and Pharmacity (D10-023 & PG 10- - 1 Drinking Fountains, _ '009) are pmviding staffonly toilet rooms in addition to required toilet facilities. 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. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-08-10 3rd HD. & 2nd B.D. SUBMITTAL: 03-01-10 3rd B.D. SUBMITTAL: 03-24-10 0 DRAWING TITL REVISIONS: A BLDG. & SAFETY' / 1 \ COMMENTS / \ A BLDG. & SAFETYA / \ COMMENTS / \ A A A A A A A A DATE 02-09-10 JOB NO. 09293 SHEET NUMBER VICINITY MAP ARI .I NON NIN NI N NI N N N �I 07 SEA FIRST B A NK OF ICE BUILDING STRANDER BLVD. O 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 U U' N cV I ;111,- I0 •, I i ► j i 4. a• r 41• • 41• 1 41. .; r ►, •J• ►,r .a I 411r . r . r 4) 1 '►,. r 4 ). • i . 41. .1. ► r AGROUND, FLOOR MALL SHOPS CODE FOR ODE COMPLIANCE APPROVED APR 0 9 2010 329.76' r e ) M t) M co N M PO FIRESTONE CV oieii/41 WAI si I VA POST OFFICE DOUBLE TREE INN NORTH KEY BANK REVISIONS: n n n n 02-09-10 JOB NO. 09293 SHEET NUMBER SCALE 1"="101-.0" 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 WRITrEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04-10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 V1 —1 l!i=li ■ -11-x■ 1 iffMtEri kohnlipli 1li=�i =;! ri Fkoirim -1-11-11—_ 11 -1I s�1 -11 - h-II9J !i�_i_il_i liVraIrde 111-1 ill• h —I -!1 _I !i:1i,_ :_li I ..1A1 ..1' 1 -1 -1 -1 - h -h -h- - 1i =ri iri r1 — 1 .jI -1: I �=iI- I II . Z1I1I -I EXISTING TREE PROTECT IN PLACE. EXISTING PLANTER It GROUND COVER -- PROTECT IN PLACE. EXISTING STEEL COLUMN AND CONCRETE BASE TO REMAIN, PROVIDE NEW ALUCOBOND (ACM) COLUMN COVER AND CAPITAL. SEE A -4.0; EXTERIOR ELEVATIONS FOR, ADDITIONAL INFO NEIN ACCESS DOOR TO EXISTING RISER ROOM SY WESTFIELD. ONEW EXIT DOOR SEE A7.0/DOOR SCHEDULE. NEV CONCRETE WALK - 4' WIDE. OEXISTING CONCRETE WALK TO REMAIN. OS EXISTING 4 "x8" BRICK PAVERS TO REMAIN ® NEW 6'x2' BENCH 10 NEW 61x2' BICYCLE RACK II NEW 38" DIA. SEACREST SS- 3830 ,- SELF - WATERING PLANTER POTS 12 NEW TRASH RECEPTACLE W/ ASH URN - 18" DIA. 13 NEW CONCRETE RAMP 14 LANDSCAPE AREA, REFER TO LANDSCAPE PLAN BY WESTFIELD IS EXISTING RAMP TO REMAIN 16 EXISTING ELECTRICAL TRANSFORMER TO REMAIN I'1 LINE OF EXISTING ENTRY CANOPY' 18 NEW CONCRETE CURB 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 GISTERED ' CHITECT NORTH ERBERT N. NADEL STATE OF WASHINGTON (E)BRICK PAVERS, PROTECT IN PLACE EXPANSION JOINT FILLER. CONCRETE SIDEWALK,'- REFER TO DINGS. FOR ADD. INFO. 6x6 W1.4x141I.4 WWF REINFORCING UNLESS OTHERWISE NOTED CONC. SLAB, SEE STRUCT. A.G. PAVING ICI! JIIII11IIIIpIII V2" *5 SMOOTH DOWELS x 24" LONG @ 16" O.G., GREASE 12" IN LENGTH ON ONE END. THICKEN AS REQ'D._ TRANSITION. COMPACTED BASE PER SOILS REPORT *4 BAR CONTINUOUS soma MINN IEEE' laves; mama mini. II.. osli. slim. rimy'''. siors. vain ono. 111111111 111111111111 5111111111111 1111111118 TACK COAT PAVING TO CONCRETE SCALE`' 111=11-0" SEAFOOD CITY MARKETPLACE PARKING FIELD +/ -25S STALLS 111111 1111111 11111111 111111 1111111 1111111 MINIM NORTH NORTH REVISIONS: BLDG. & SAFETY 2 COMMENTS A n A / \ 02 -09 -10 JOB NO. 09293 SHEET NUMBER ENLARGED REFERENCE SITE PLAN 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. SCALE 1"=501-0" SCALE H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 EXISTING TWO STORY E3UILDING CONSTRUCTION TYPE 15 TYPE I I -V FULLY SFR! NKLERED TOTAL OCCUPANCY: . TOTAL EXIT WIDTH REQUIRED: TOTAL EXIT WIDTI -I PROVIDED: MAXI MUN TRAVEL - DISTANGE REGYGL I NG AREA REQU I RED: RECYGL I NA AREA PROVIDED : RECYCLING AREA (1 5.52.080 TMG) PERMIT NO. 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 WAREHOUSE /STORAGE 4,605 SF < 10 OGG. ® CYCLING AREA \\ (I 52.080 TMG) \va 36 SG2_FT.` V % \ .\ , '< \ (0 � � \ <� �\ SUITE \ \ \I00 - '30;4 \,G. FT. '< \ \ \ \ \ \ \ \ % \ \\ BLDG. SAFETY - 1210 -020 ELECTRICAL - - ELIO -0056 SUITE #IOO, 110 120 (SEAFOOD CITY MARKET) SLOG. $ SAFETY DIO -022 MECHANICAL - - - MI0 -012 PLUMBING - - - PG10 -005 ELECTRICAL - - EL10- 0058 HEALTH - - - - SR1188003 (PHARMAGITY) BLDG. $ SAFETY - DIO -023 MECHANICAL - - M10 -011 PLUMBING - - - PG10 -001 ELECTRICAL - - - EL 10-0051 (PINOY KITCHEN) BLDG. $ SAFETY - D10-021 MECHANICAL - - - MIO -OIO PLUMBING - - PGIO -001 ELECTRICAL ELI 0 -0055 HEALTH - - SRI 155016 (VALERIOS BAKERY) BLDG. $ SAFETY 17IO -011 MECHANICAL - - - MIO -001 PLUMBING - F7610-006 ELECTRICAL - - ELI0 -0053 HEALTH ----- SRII&1O8 ERBERT N. NADEL STATE OF WASHINGTON PHARMACY SALES ,301 SF 43 OGG. MEM MIME MINN MEM IIMINIII REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION MINIM DINING AREA 1,0-1cf SF <12OGG. 11111111 ■1r ■1I• ■ -1: f4L w oq, lene u�. d ��MOI all an CM MIN If a Y s: _ i 1[ Vr rept •►mot 7: _l IF 14111111101 141111101 ■_■ ■I■ ■I■ ■I■ r110IM MAIM MIOIM MEIN MIEN 11111M OOIM $IOIM 4DI0.1 r1I01M 1IIAIM MIOIM MAIM MIEN 111111101 NORTH 02 -0910 JOB NO. 09293 SCALE 3/32"= ILO" 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. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 28' -O -' -q„ 301-5 I /2" 110=01 � Ir 4 - EXISTING CAISSONS, FOOTING AND GRADE BEAMS ARE SHOWN FOR CLARITY ONLY, GC SHALL. COORDINATE ALL TRENCHING WORK PRIOR TO PROCEEDING. SAW -CUT PORTION OF EXISTING BRICK PAVERS OVER CONC. SIDEWALK AND A.G. PAVEMENT FOR NEW RAMP, SEE 3 /AR -I.I. PATCH AND REPAIR AREAS DAMAGE DURING NEW CONSTRUCTION SAW -GUT EXISTING CONCRETE SLAB FOR PLUMBING, I.E., NEW TOILETS, JANITOR' ROOM FLOOR DRAIN, FLOOR SINKS $ TRENCH DRAINS CONNECT TO EXISTING SEWER LATERALS. REFER TO PLUMBING DRAWINGS. FIELD VERIFY EXISTING SEWER LATERAL LOCATION. DOWEL PER STRUCTURAL DRAWINGS. JOINT TRENCH WHERE POSSIBLE GC TO PROVIDE POSITIVE SLOPE TO DRAIN EXISTING CONE. FLOOR/SLAB TO SE SAW -CUT FOR NEW ELECTRICAL LINES. REFER TO ELECTRICAL DRAWINGS. VERIFY EXACT DIMENSIONS, EXCAVATE, BACK FILL, GRADE AND RE- COMPACT AS REQUIRED. - DOWEL TO EXISTING SLAB AS REQUIRED. DOWEL PER STRUCTURAL DRAWINGS. JOINT TRENCH WHERE POSSIBLE. EXISTING CONC. FLOOR/SLAB TO BE SAW -GUT FOR NEW REFRIGERATION LINES. ` REFER TO REFRIGERATION DRAWINGS. VERIFY EXACT DIMENSIONS, EXCAVATE, BACK FILL, GRADE AND RE- COMPACT AS REQUIRED. DOWEL TO EXISTING SLAB AS REQUIRED. DOWEL PER STRUCTURAL DRAWINGS. JOINT TRENCH WHERE POSSIBLE. SAW -CUT AND REMOVE PORTION OF EXISTING CMU WALL AND ALL RELATED ITEMS TO EXTENT SHOWN ON I /A -1.0. MODIFY /PREPARE EXISTING CONSTRUCTION TO RECEIVE NEW DOOR AND FRAME, SEE DOOR SCHEDULE/A -1.0. REMOVE EXISTING FRAME/FURRING WALL IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO FOOTINGS (WHERE OCCURS), ANCHORS, CLIPS, BOLTS, ETC.. CAP ALL UTILITIES, IF ELECTRIC OUTLETS/RECEPTACLES`ARE ENCOUNTERED. THEY SHALL BE GAPPED AND WIRES TO BE PULLED TO PANEL BOX AS REQUIRED. REMOVE EXISTING GFRG COLUMN COVER # CAPITAL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 REMOVE EXISTING STOREFRONT DOORS 4 WINDOWS, MODIFY/PREPARE EXISTING CONSTRUCTION TO RECEIVE NEW DOOR AND FRAME, SEE I /A -I.0 $ DOOR SCHEDULE/A -1.0 REMOVE EXISTING DOOR AND FRAME AND ALL RELATED ITEMS. INFILL OPENING IN EXISTING FRAMED WALL` WHERE DEMOLITION WORK HAS OCCURRED WITH NEW STEEL STUD FRAMING PER STRUCTURAL. MATCH EXISTING ADJACENT WALL THICKNESS. REMOVE ALL OR PORTION OF EXISTING FRAME/FURRING WALL AND ALL RELATED ITEMS, MODIFY/ PREPARE EXISTING`GONSTRUGTION TO RECEIVE NEW DOOR AND FRAME, SEE I /A -I.0 "4 DOOR SCHEDULE/A -1.0 REMOVE EXISTING ROOF ACGE55 LADDER AND HATCH AND ALL RELATED ITEMS, PATCH AND REPAIR EXISTING ROOF WHERE DEMOLITION WORK HAS OCCURRED TO MATCH EXISTING. www.nadelarc.com 4305 ' GISTERED CHITECT' ERBERT N. NADEL STATE OF WASHINGTON REMOVE EXISTING -PIPE BOLLARD. IN ITS ENTIRETY, FLUSH TO EXISTING FLOOR GRIND SMOOTH. SAW -GUT PORTION OF EXISTING c0Nc. SIDEWALK FOR NEW RAMP 4' CURB, SEE I /AR -1.1. PATGH AND REPAIR AREAS DAMAGE DURING NEW CONSTRUCTION /iii /i' J / f I�� r/////. 74,77 V////// ///////I///////////////4///1///�i I'// ///////�///f///////1/ ////// / / /j/ i / / / / /// // / // / / /; / / / /iiiil / / 4'i /�j / / / / / / /// / /) / / / / /� / /����/ / /// // (/////////4//;17//////////////1.///p//1/4 / // // / / ,1/ // / / / /// / / / /j / / //////////x/ ,{ i„ ii/ /3 / //I / /% / /%i /% /,,/,, %j% /j/ i ii/// /// // /iii / / / / / / /!,1- /r' / /!�® / / / / / / /) / /// /i /, / / / / /// / / // („,,„,„4,„,1,,,,„ / /,„,„,,/,,,,,, 40, / / /�' /j/ / / // // / / I; / / / / // /// // / // // / / / / / / //ji /./ /// 1/ / / / / / / / / /Y / //I/ / / /// ///,//////,/,///,,]//%7//i / / / / /// /iii /, /1� / / /// / / / ////�i / / / / /, //, ,.//,/,,4,,,i,-,1 / 1,//// /// / /,///1 / % / /// / / / / / / /// /t' /4 vz//iii / / // /,1 // /// / / / / / / /// /Y // i1i1�1/�.�.1/.�1, �/'Y L /z REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 SUITE #10b, 110 * 120 (SEAFOOD G111Y MARKET) REFERENCE °ERMT #: BLDG. 4 SAFETY - DIO -022 MECHANICAL! - - 1- MIO -012 PLUMBING - j- - - FGIO -008 ELECTRICAL! - - HEALTH - - - }ELIO-0058 RI 188003 SHALL $ SITE REFERENCE PERMIT #: SLUG. # SAFETY - DIO -020: ELECTRICAL - - ELI0 -0056 NOTE: I. GENERAL CONTRACTOR TO I4EFE4 TO OTHER PLANS FOR FULL SCOPE OF DEMO. I 1 1 1 , 1 2. THIS PLAN SHOWS GENERAL IpEMGILITION WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER 1 DEMOLITION WORK REQUIRED TO PRODUCE THE BUILDING MODIFICATIONS SHOWN ON THE RMAINING CONTRACT DOCUMENTS. SUITE #I3 ' (PHARMAGITY 1 REFERENCE IT #: BLDG. 4 SAFETY ' DIO -025 MECHANICAL - MIO -OII PLUMBING - 0610 -0Oq ELECTRIcALI - - -I Elio-0057 L GENERAL CONTRACTOR SHALL PROTECT ALL UTILITIES, I.E. SEWER, WATER, GAS LINE-5, ELECTRICAL CONDUITS, ETC. THAT ARE TO REMAIN and SHALL PATCH and REPAIR ALL ACCIDENTALLY DAMAGED ITEMS TYPICAL THROUGHOUT. 2. REMOVE ALL (E) FASTENING PINS FROM OLD FIXTURIZATION AS OCCURS. 5. CONCRETE SLAB TO BE PATCHED, REPAIRED, LEVEL and FLUSH W/ (E) and PREPARED TO RECEIVE NEW FLOOR FINISHES - TYPICAL THROUGHOUT, REFER TO SHEET A -1 FOR MORE INFORMATION REGARDING FINISHES: 4. REFER TO PLUMBING, ELECTRICAL, REFRIGERATION DRAWINGS FOR NEW TRENCH DRAIN / FLOOR SINKS / WATER DUCTS, ETC., PROVIDE DOWELS AS REQUIRED. JOINT TRENCH WHERE POSSIBLE. 5. REMOVE (E) FLOORING THROUGHOUT. 6. NOT USED 1. FOR NEW COOLER / FREEZER CURB 4 WALL LOCATIONS REFER TO SHEET A -1.0. 8. (E) STRUCTURAL COLUMNS and FOOTINGS, ETC. TO REMAIN SHALL BE PROTECTED, SHORED ETC., DURING THE REMOVAL OF THE (E) CONCRETE SLAB. CONTRACTOR SHALL VERIFY and COORDINATE WITH APPROPRIATE SUB - CONTRACTORS AS REQUIRED. FOR ADDITIONAL INFORMATION, REFER TO STRUCTURAL DRAWING. q. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION and CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK and NOTIFY "SEAFOOD GIN" 4 ARCHITECT BEFORE PROCEEDINGS. 10. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. II. CONTRACTOR SHALL PATCH and REPAIR ALL EXISTING REMAINING SURROUNDING SURFACES AS REQUIRED TO MATCH NEW / OR EXISTING WORK. NEW (N) FLOOR SLABS/ REMAINING WALL SURFACES TO BE FLUSH and LEVEL. 12. WHERE ANY PLUMBING, MECHANICAL, REFRIGERATION OR ELECTRICAL ITEMS, LINES, FIXTURES, ETC., HAVE BEEN REMOVED, PLUG and CAP and GAP PIPES, CONDUITS, LINES, ETC., BELOW FLOOR, BEHIND FACE' OF WALL OR ABOVE CEILING AS NECESSARY TO CONCEAL ABANDONED ITEMS, ETC.. PATCH and REPAIR FLOOR, CEILING and / or WALLS A5 NECESSARY. 13. SALVAGED ITEMS SHALL BE RETAINED ON -SITE FOR "SEAFOOD CITY". VERIFY and OBTAIN OWNER'S INSTRUCTIONS PRIOR TO PROCEEDING. 14. DURING THE REQUIRED ON -SITE VISIT, THE CONTRACTOR SHALL DO AN INVENTORY and IDENTIFY ALL AREAS TO BE DEMOLISHED AS SHOWN ON THIS PLAN. 15. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION and CONSTRUCTION WORK, AS SET FORTH IN THE UB.G. CHAPTER 35. HEIGHT and BARRICADE CONSTRUCTION TO BE DETERMINED BY THE LOCAL PUBLIC' AGENCY. 16. PROTECT ALL EXISTING WALLS, FLOORS, CEILINGS, ETC., THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 11. THIS PLAN INDICATES A GENERAL DEMOLITION SCOPE OF WORK TO BE PERFORMED and DOES NOT RELIEVE THE CONTRACTOR FROM OTHER INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN and REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, REFRIGERATION, H.V.A.C.'and INTERIOR DECOR DRAWINGS. Is. ALL TRENCHES TO BE POURED W/ (N) CONCRETE and FINISHED FLUSH and LEVEL W/ (E) SURFACE. DOWELS TO $E MIN. 8" LONG AND @ 24" 0.G., U.N.O. DETAIL 6/A6.2 SIM. Iq.. SEAL ALL EXISTING CRACKS AT WAREHOUSE OR ANY EXPOSED CONC. FLOOR AREA. VERIFY PRIOR TO BIDDING. 20. SEE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLAN, ELEVATIONS and STRUCTURAL DRAWINGS FOR ADDITIONAL DEMO. INFORMATION AND SCOPE. 21. G.G. TO PROVIDE PROTECTION FOR BURGULAR ALARM SYSTEM WIRES DURING DEMOLITION. 22. G.C..T0 PROTECT (E) MASONRY WALL AND FOOTINGS DURING DEMOLITION. 25. PREPARE (E) CONC. TO RECEIVE DIAMOND PLATE TRANSITION. REFER TO SHEET A -LO FOR LOCATION SUITE #140 (PINOY KITGHEtI) 1 REFERENCE PERMIT #: BLDG. 4 SAFETY t D10-02I MECHANICAL'- MI0 -OIO PLUMBING - - - - PGIO -O01 ELECTRICAL L - - 1EL10 -00 HEALTH -I- &RI ISSOI6 �, Wa mill MOM JAW iiiraisii MIMI MIMI brirlfrAmpialli MI iirmwmAffil MIMIMI HMI II III WilliMill INIIMIIPIA SUITE #1' NALERIos = REFERENG BLDG. 4 5, PLUMBING ELECTRIC,AIL - HEALTH 1 - IT #:, - DIO -OIq - - MIO -00q - 1- P6I0-006 -I - ELI0 -0053 - fi SRII81g08 LEGEND EXISTING WALL TO REMAIN. EXISTING WALL TO BE REMOVED. r- ?/3/7777, EXISTING CONC. SLAB '/ / / / / / / / /// TO BE REMOVED. V / / / / / / / / //, rL/..U11t1�1� NORTH r+ • + + GRINDED EXISTING 1 + + 41 CONCRETE- GRIND TO + + + + 41 I/2" DEPTH- TYPICAL �+ + + + J TO OCCUR AT VGT TO CERAMIC TILE TRANSACTION QUAREYTILE TRANSACTION 02 -09 -10 JOB NO. 09293 SHEET NUMBER DEMOLITION FLOOR PLAN SCALE 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. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 RESTROOM KEYNOTES 6' -1" LAVATORY 8' -4" I lll'I .. I�,. .. ... ............................ ...410.',4:1.4 AtVe. ..... ee. -Ng k IP / \ ``,,, F.S. %v .� • ,:� MENLOC'S KER / 23 \ ELECTRICAL PANEL BOX TIME CLOCK REFRIGERATION ALARM LEGEND :p SINGLE RECEPTACLE WITH ISOLATED GROUNDING CP SINGLE RECEPTACLE cp DUPLEX RECEPTACLE WITH ISOLATED GROUNDING scip DUPLEX RECEPTACLE O 1 -1/2" DIAMETER ST • k,. •- L = = 421" LONG AT SIDE IS' LOG AT ID RTICAL AND 36" AT REAR 0 T• .•.. . O SURFACE MOUNTED SOAP DISPENSER. O SURFACE MOUNTED FEMININE NAPKIN- TAMPON VENDOR. O5 'XLERATOR' XL ELECTRIC HAND DRYER Ob MIRROR W/ 3/4" WELDED SEAMLESS STAINLESS STEEL FRAME. O SURFACE MOUNTED TOILET - SEAT -COVER DISPENSER SO SURFACE MOUNTED TOILET TISSUE DISPENSER. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. PROVIDED AND INSTALLED BY G.G. WATER CLOSET. REFER TO PLUMBING DRAWINGS. MILLWORK COMPUTER RACK 111`` 01; -- 3" DIA. CONDUIT W/PULL STRING FOR TELEPHONE 4 CAMERA GABLE. .� '\?\ 4fr • mpIfeeFameweamwaltetykowakill 1 V TIME CLOCK NORTH NORTH EQ. EQ. WATER HEATER M, 4" MOP SINK, PROVIDED AND INSTALLED BY G.G. UTILITY SHELF MOP RACK, PROVIDED BY SEAFOOD CITY AND INSTALLED BY G.G. FLOOR SINK. REFER TO PLUMBING DRAWINGS.'' TOILET / URINAL STAINLESS STEEL PARTITIONS AND STALL DOOR INSTALLED: BY G.G. BATT` INSULATIN FOR SOUND DRINKING FOUNTAIN, SEE 10 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 JANITORS' ROOM ENLARGED PLAN MENS' RESTROOM 4 LOCKER ROOM ENLARGED PLAN RESTROOM NOTES 4305 42 "MIN. 2 "MAX. 3q ° -41' ELEVATION ELEVATION ELEVATION ELEVATION ELEVATION ( 2 ELEVATION ELEVATION OFFIGE ENLARGED PLAN 4 ELEVATION SCALE ANGELED WALL - ANGELED WALL ELEVATION ELEVATION - ELEVATION 4' -6" (E)OPNG: 11'-q" WOMENS' RESTROOM PROVIDE I -I /2" CLEARANCE BETWEEN WALL AND GRAB BARS. DRAIN AND HOT WATER PIPES UNDER ALL LAVATORIES TO BE INSULATED. GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250# LOAD AND SHALL NOT ROTATE WITHIN THEIR FITTINGS.. FLUSH VALVE CONTROL ON WATER CLOSET SHALL BE OPERABLE BY AN OSCILLATING HANDLE INIT14 MAXIMUM FORCE OF 3 LBS. TOP OF ALL ELECTRICAL SWITCHES AND CONVENIENCE OUTLET NOT TO EXCEED -40 ", TYPICAL THROUGH -OUT. NO SHARP OR ABRASIVE SURFACES IN FRONT OF LAVATORIES. GISTERED ' CHITECT ERBERT N. NADEL STATE OF WASHINGTON A CLEAR SPACE OF 30" X 48" SHALL BE PROVIDED IN, FRONT OF LAVATORY TO ALLOW A FORWARD APPROACH AND COMPLY WITH. OPERATING PARTS' OF DISPENSING AND DISPOSAL FIXTURES (TOWELS, WASTE, COIN SLOTS, ETC.) ARE TO BE WITHIN 40" OF FLOOR. MIRRORS - MAXIMUM 40" ABOVE FLOOR. q. TOILET TISSUE DISPENSER TO BE MOUNTED WITHIN 12" FROM THE FRONT EDGE OF TOILET SEAT. 10. THE RESTROOM DOORS MUST BE WELL FITTING AND SELF - CLOSING. II. PROVIDE SUFFICIENT VENTILATION IN RESTROOMS BY MEANS OF A WINDOW OR MECHANICAL CEILING VENTILATION. 12. TOILET ACCESSORIES LOCATED ON OR WITHIN WALLS BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. 13. TOILET ROOM SIGNS PER DETAIL 14. FAUCET CONTROLS AND OPERATING MECHANISM ( OPERABLE WJ ONE HAND) SHALL BE OF TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORGE NOT EXCEEDING 5 L53. 15.' ' LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR I WITH A CLEARANCE OF AT LEAST 2q" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN. OF 30" IN WIDTH $ 8' MIN. DEPTH AT THE TOP.TOE CLEARANCE SHALL BE A MIN. OF q" HIGH FROM THE FLOOR 4 A MIN. 11" DEEP FROM THE FRONT OF THE LAY. 16. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET. AREAS. 11. SELF- CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 18. ADD BATTERY POWERED SENSOR VALVES TO URINALS 4 HAND LAVATORIES. Iq. PROVIDE BATT INSULATION AT RESTROOM WALLS AND LOCKER ROOM WALLS FOR SOUND INSULATION. MULTIPLE ACCOMMODATION TOILETS REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 NORTH ELEVATION ELEVATION ELEVATION ELEVATION WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END 1 34" WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 4;10 DEGREES FROM ITS CLOSED POSITION. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MIN. q" CLEARANCE FOR FOOTRESTS UNDERNEATH 8'A SELF - CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION 3304(1.1)20 15 NOT REQUIRED.. THE INSIDE * OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED W/ A LOOP OR U- SHAPED HANDLE IMEDIATELY BELOW THE LATCH. THE LATCH SHALL FLIP OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. JANITORS' ROOM SECOND FLOOR PLAN SCOPE OF WORK RESTROOM 4 JANITORS' ROOM INTERIOR ELEVATIONS I/4 " =1' -0" NOTE: LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 2q FROM FLOOR TO BOTTOM OF APRON WITH KNEE CLEARANCE UNDER FRONT LIP EXTENDING A MIN. OF 30" IN WIDTH WITH 8" MIN. DEPTH' AT TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND SHALL BE MIN. q" A.F.F. AND MIN. r!" DEEP FROM FRONT OF LAVATORIES. BOTTOM OF MIRROR' ROOF TOP MECHANICAL SEE MECHANICAL DINGS. UNIT CONDENSATE DRAIN, SEE PLUMBING DRAWINGS LEVER TYPE FAUCET CONTROL RUBBER HOSE and CLAMPS EXTEND TO UNDER`IDE OF ROOF, SEE STRU CT DINGS. FOR ROOF GONi4ECITION DETAILS 1 LEG CLEARANC= 1'1" MIN. INSULATED DRAIN PIPE AND TRAP IN/SLIP JOINT FITTING "TRUEBRO" MODEL NO. LAV- GUARD (800) 340 -5g6q OR APPROVED EQUAL. FINISH FLOOR q" MIN. TOE CLEARANCE. DOOR SIGNS: MANUFACTURED BY: TUBULAR SPECIALTIES MFG., INC. (800) q5q -811q FOR ADDITIONAL HANDICAP ACCESSIBLE REQUIREMENTS, REFER TO SPECS. 1. SIGNS SHALL BE 1/4" THICK MIN. 2. CENTER SIGNS ON THE DOOR AT A HEIGHT OF 5' -0" A.F.F. 3. SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST MODEL NUMBERS WOMEN'S "840" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "840 -A" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) UNISEX "840 -8" (PROVIDE AT SPACES WITH ONE TOILET ROOM) TOILET ROOM BRAILLE SIGNS' ADJACENT TO DOORS: MANUFACTURED BY: TUBULAR SPECIALTIES MFG., INC. (800)154-811q I. LOCATE ON THE WALL ADJACENT TO THE LATCH SIDE OF DOOR. 2. CENTER OF SIGNS TO BE HEIGHT OF 5'-0" A.F.F. SIGNS SHALL BE DISTINCTLY DIFFERENT FROM DOOR IN COLOR AND CONTRAST. MODEL NUMBERS: WOMEN'S "840 -T" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "840 -AT" (PROVIDE AT SPACES WITH TW0 TOILET ROOMS) UNISEX 840 -BT (PROVIDE AT SPACES WITH ONE TOILET ROOM) 3. BRAILLE: GRADE 11, DOTS = 1 /10" O.G. IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, RAISED 1/40 ". SGIN4A07 -21-0I PLEXIGLASS RESTROOM AGESSIBLE SIGNS SCALE ONE LAYER OF 5/8" GYP. BD. ON STEEL STUDS AT I6" O.G. WITH I" TYPE 5_ DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND 12" O.G. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS TO BE STAGGERED 32" ON OPPOSITE SIDES BATT INSULATION, WHERE OCCURS. ADJ. SPACE' (AS OCCURS) (E) OPENING SOLID BLOCKING AS REQUIRED TYPICAL. ADJ. SPACE (A5 OCCURS) W.P. GYP. BD., FOR -FINISHES, SEE FINISH SCHEDULE - TYPICAL. LOCKER BUBBLER OUTLET ORIFICE 2nd FLR. FIN. FLOOR WATER FOUNTAIN, SEE PLUMBING DRAWINGS WOOD BLOCKING. I/2 "0 0D. GRAB BARS, 3b" OR 42 "LONG AS OCCURS. METAL BRACKETS : 4' -0" 0.C. MAX W/ (3)1/4" 0 SELF DRILLING / SELF TAPPING SCREWS THRU 3/I6" THICK p BACK PLATE FOR GRAB BAR SUPPORT - TYP. 12° x 3/16° THICK PLATE 0/ MIN. (4) STUD IN/ #10 SCREWS @ 3" 0.G. EA. STUD SPAN PLATE OVER (4) STUDS. NORTH NOTES: I. PROVIDE SMOOTH GRAB BARS WITH W/ NO SHARP CORNERS. STANDARD SATIN FINISH. 2. DESIGN COMPLIES IN/ 250* DESIGN LOAD REQUIREMENTS. REVISIONS: HCOMMENTS EALTH DEPT. BLDG. & SAFETY COMMENTS METAL STUDS @ I6" 0.C. kV SOUND INSULATION AS OCCURS. DATE 02 -09.10 JOB NO. 09293 SHEET NUMBER SGIN4A01 05-12-411 SCALE WOMENS' RESTROOM 4 LOCKER ROOM ENLARGED PLAN SCALE SCALE 3 I' -0" 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 RE H.Q. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 EQUIPMENT DESCRIPTION' MODEL NO. DIMENSION (WxLXH) COUNTER CUC,TOM MAD= 7.4 "x2411x36" MOBILE STAINLESS RICE TABLE w /CASTER AND CUT- OUT" CUSTOM MADE 27-Y2'55-4(e N40" .�` FD. ♦% PROTECH P.O.S. w/MICROPHONE (GOOSE NECK) PROTECH F.O.S. w /ATM 4 CREDIT CARD MACHINE, MICROPHONE (GOOSE NECK) SAN JAMAR, EZ -FIT, CUP DISPENSER HATCO, IMPULSE DISPLAY CABINET 4 -TIER CIRCLE RACK PS -8830E P5 -8830E FDW -I FDW4TCR 18 "x141.5 "x21.5" 15 DIAMETER CSC WORLDWIDE, ROUND MERCHANDISER WELLS, BAIN MARIE STYLE HEATED TANK WARMERS HATCO, FOOD RETHERMALIZER/ AIN MARIE HEATER WELLS, BAIN MARIE STYLE HEATED TANK WARMERS 8 VALVES SODA AND ICE DISPENSER (PROVIDED LANCER, BIB RACK, 2 BOXES WIDE 4 -5 SHELVES SCOTSMAN, ICE MAKER MACHINE I3Y SODA VENDOR) C0530MA -IA 62" DIAMETER x 6I -5/8" 45 -Y2 "x23 - %" BUILT -IN 6.15 "x16.88 "x12.25" 112"x23-5/an BUILT -IN 30 "x30.15 "x55.625" 28 "XI I "x60" 30 "x24 "x23" STAINLESS TABLE TOP CABINET w /GUT OUT AND SWING DOORS T4S ROUND DIPPER WELL WITH FAUCET ZOJIRUSHI RICE WARMER 44 CUPS CUSTOM MADE 42 "x24 "x36 15x16 12 "x3 "x2.5" 140 -101 I 'I I I I 1111'11 II �� :li 111 1 ®11 - L.-.■ HATCO, DISPLAY HEAT LAMP 36 "x3 "x2.5" HATCO, DECORATIVE HEAT LAMPS (STANDARD) HATCO, DISPLAY HEAT LAMP 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com GSW, WALL MOUNT' HAND. SINK w/FAUGET $ SPLASH GUARD STAINLESS TABLE w /SHELVING FOR PACKAGING 4305 GRINDMASTER CRATHGO, 3 -15OWL BEVERAGE DISPENSER TRUE, 24" BACK COOLER, STAINLESS SLIDING 2-DOORS SEAL MAX, CUP SEALING MACHINE D35 -4 25-5/6"x15-14"x21-4" GISTERED . CHITECT T133- 24- 48 -5D -5 ERBERT N. NADEL STATE OF WASHINGTON STAINLESS TABLE TOP CABINET vv/SWING DOORS KITCHEN CUSTOM MADE 6' -5" ► / / *Ai \\ .� 4111c W f FRYMASTER AS FRIED FRYER (INTERLOCK) CONNECT IT, 3/4 "x48 QUICK DISCONNECT STAINLESS TOP CONNECTING STRIP MJ45512 CONNECT IT 210 -x2011 15 -5 /5"x34 Y2'x46 3/4 "X48" 1 -1 /S "x21 -3/4" STAINLESS HOLDER FOR I" POLYBOARD FOR FRYER POLYBOARD I" FOR FRYERS CONNERTON, COUNTER' TOP GRIDDLE 36" CONNECT IT, 3/4 "x48" GUI OK DISCONNECT CUSTOM MADE A -6D TRCB -12 ®/ ���r�■n - - / \ _ 7777777777777777777777777 ����777777 �7���7��777����7�77�f'• 7-• 7•--•'.1- T7��.• 7- 77����\► �����7�7�77���-• ��- �f••7-- •7•-- r•1- �•7•- �•�•� -• _ __� _ _ �__ _ " -� _. e♦ .. ►_ _ _ _ o_ o_ �e��e_ e_ e_ _ _ o_ e_ o_ e_ e_ o_._ s- o_ o_ es_ e_ e_ e_ e_ e_ e_ s_ o_ e_ o_ e_ o_ e_ o_ o_e_o_e_e_e_o_e_o_o_e_o_o_o_e_e �__ c_� __�_�_.�__ t_J► __c_i �___ e_ s_ e_o_o_ee_e_o_�`��e_�e_�����_�__ �_�.._,C_� __� � �_ ..c � _� � �_ � c_>,�.,� �_��_�c_�� ,c_ ■4 • • ►1 A •i IIII ii g • l•. • • ►1 0 N • ►1 14 • • • , rote 12' -0" 5T' -I" 2'-10 DRAIN BD STORAGE 140 -104 HENNY PENNY, ROTISSERIE DOUBLE DECK FLOOR MODEL ROTISSERIE SPLIT SPIT STAND ANGLE SPIT 651N, WALL MOUNT HAND SINK IN/FAUCET 4 SPLASH GUARD NEW AGE, OVERHEAD "BOAT" STORAGE RACK, WALL MOUNT 3 WORK` - HIGH PRESSURE BURNER 20 TIPS JET BURNER 32 TIPS JET BURNER ARE- 3- I3 -I3 -20 61Y2 "x42 "x52" IMPERIAL STOCK POT RANGE, ANTI - CLOGGING JET BURNER T$5 POT FILLER MIXING FAUCET IN/15" DOUBLE SWING JOINT NOZZLE CONNECT IT, 3 /4"x48" QUICK DISCONNECT STAINLESS EQUIPMENT STAND FOR RICE COOKER CUSTOM MADE RINNAI RICE COOKER GAS T45 POT FILLER (SINGLE) FAUCET IN/DOUBLE SWING WALL MOUNT CONNECT IT, )"x56" QUICK DISCONNECT BLODGETT, ROASTING DECK OVEN CONNECT IT, 3/4 "x48" QUICK DISCONNECT PREP AREA ACGUTEMP STEAMER ACCUTEMP STAND w /CASTERS 3TAINLC, PAC TI IRU 11 -3/(6 "x25 -VGI5-54' Y2 "x36" 4166 DOUBLE CONNECT IT E62083E100 SNH -21 23x23 -Y4x30 CUSTOM MADE ""2 "x20 "xl SCALE • • 4, // // / `)/ /\\ / // \/ \\ // AIL / \\ \\ e_4∎ ■II -._` t=C_!____ `::)={._� �=t_=4_7 __C_E��� 4:MT j\ \\ / 4ATter \\ PipA 12' -0" MENU BOARD i 77777777777777777777 '•77 77777777777 777777. 77777TE.ar--,iZS: a::: -�- r- 7--- -r-77777TeT - - - 77777777777 - -774.75= 1) ::rc :x:z- - '7-- - -r7 -c:)=4 - - - - am ac ►_ e_ e_ o_ e_ e_ e_ o_ o_ o_ o_ e_ ��e- �e_ s_ e_ e_ o_ e_ e_ e_ e_ e.►_ e_ e_ o_ o_ e_ o_ o_ e_ e_ e_ e_ o_ e_ e_ a _o_e_o_e_se_e:�ee_e_o_e_e_e_�__ c_>t___� t .�- c_� __ _____ e_ o_ e_ e_ e_ e�e�e_e_e_e_e_e_o_o_o_e_e_�_�__ '_�___c_�___` �_�._ c_>, __�._>t_�__ . �_�.._�c_��_�c_ ■4 r� � UT -.-='• ►1. • ■ ■ F 0 �- � F.S� 1� \ � FW 1 I �� �u I • ! ►1 ►A -1 1I,* 1I 1p l l F.S.' FE► DRAIN 8D NORTH STORAGE 140 -104 FLIP -UP DOORS GR5DH -52 SD552FLlP, 52 "x101 Y2 "x12Y8" STAINLESS WORK TABLE CUSTOM MADE STAINLESS WALL SHELF IN/REINFORCED BRACKET FOR MICRO- STEAMER PANASONIC, MICRO STEAMER CUSTOM MADE NE -3280 25-'3(6"x20-3/4"x18-5(6 STAINLESS PREP TABLE 4 SINK w /I5"x18" TUB T45 WALL MOUNT, 8" FAUCET WITH 12" SPOUT CUSTOM MADE' B -05011 HOBART, FOOD PROCESSOR (OVERHANG POWER: CORD) IN/ACCESSORIES STAINLESS WORK TABLE 8- 13(6 "x 16- 1X6 "x 141Y2" CUSTOM MADE 416 "x24 "x36" TRUE, REACH -IN GLASS DOOR REFRIGERATOR, 3 -DR (LEFT>RIGHT>RIGHT) TRUE, REACH -IN GLASS DOOR FREEZER, 3 -DR (LEFT>RIGHT>RIGHT) DISHWASHING AND STORAGE GSW, WALL MOUNT HAND SINK 1N/FAUCET $ SPLASH GUARD GSW LOCKER 6-DOOR OPENING T -126 T -72FG H5121155 18 Y8 "x201-3/4 "x141-Y8" 15 -YB "x201 -3/4 "x141 -Y8" 12- Y2'WxI1 Y4 "L, 1 -'/8" GSW 3- COPARTMENT SINK w/2 DRAINBOARD w/PRE -RINSE w /IS" T45 WALL MOUNT,' PRE -RINSE UNIT T 4 S - ADD -ON FAUCET T45 - FAUCET PART NEW AGE, OVERHEAD " BOAT" STORAGE RACK, WALL MOUNT AUTO GHLOR, DISWASHING MACHINE (PROVIDED BY VENDOR) STAINLESS DRAIN BOARD 24 "x22- 3/4"x34" CUSTOM MADE 40 "x22 "x36" T45 WALL MOUNT, MOP; SINK FAUCET. B -0665 METRO SHELVING, SUPER ERECTA, 3 TIERS, 5 -FT METRO SHELVING, SUPER EREGTA, 3 TIERS, 5 -FT 25 METRO SHELVING, SITE SELECT F05T5 DUNNAGE RACKS, HEAVY DUTY STAINLESS, TRASH BINS (ALL STRONG) 26 FIXED` WINDOW WITH PASS THRU 184813R 1836BR _14P 2002 CUSTOM MADE CUSTOM MADE' 48 "x18" 36 "x18" 14 -5 /8" HT 48 "x18 "x5" 23 "x23 "X44 412 "x24" PROVIDE (2) ACCESSIBLE GHECKSTANDS. CHECKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 36" AISLE ON CUSTOMER SIDE OF THE CHEGKSTAND W/ ADJOINING COUNTER HEIGHT NOT EXCEEDING 38" ABOVE THE FINISHED FLOOR W/ THE TOP OF THE COUNTER LIP NOT TO EXCEED 40" ABOVE THE FINISHED FLOOR. 2. ACCESSIBLE CHEGKSTANDS SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEEL CHAIRS WHICH DISPLAYS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND and STATING : "THE CHECKSTAND TO BE OPEN @ ALL TIMES FOR CUSTOMERS WITH DISABILITIES ". SEC.:3I03A(G)2C(III).' 3. WHERE "QUICK" CHECKSTAND(S) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. SEC.; 5103A(a)2C,(110. 4. PROVIDE STAINLESS STEEL COVER @ BACK OF HOODS and OVENS WHERE CERAMIC TILE DOES NOT OCCUR. FILED VERIFY IN/ OWNER'S REPRESENTATIVES; FULL HEIGHT X WIDTH OF HOOD, TYP. 5. REFER TO ROOM FINISH SCHEDULE, SHEET A -7.0 FOR MORE NFORMATION 6. PROVIDE STAINLESS STEEL METAL CLOSURE STRIPS @ ALL CASE and WALL INTERSECTIONS - TYP. 1. ACCESSIBLE COUNTER MIN. 36 LONG AND NO MORE THAN 28 TO 54 ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 112215.4. 8. GENERAL CONTRACTOR TO HIRE REFRIGJMEGH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. q. ALIGN ALL FINISHES d SEAL ALL GAPS. 10. INHERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE 4" PER FT. MAXIMUM. II. PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR - CEILINGS and ROOF CEILINGS SHALL BE PROTECTED ' AS REQUIRED. 23. REFER TO ELECTRICAL DINGS. FOR NEW WALKER DUCT INFORMATION. 24. TACTILE EXIT SIGNS THAT STATE " EXIT" OR "EXIT ROUTE" TO BE INSTALLED AT ALL EXIT 25. DOORS AND EXIT ACCESS DOORS PER 10113. REFER TO SHT. Al DOOR TYPES K, (SIM.) 26. FOOD PREP AREA WALLS TO. BE CONSTRUCTED ON GONG. CURBS REFER TO DETAIL 5/A6.1, U.N.O. 21. THERE ARE NOT TO BE ANY UNNECESSARILY EXPOSED` UTILITIES ALONG WALLS, CEILING AND FLOORS. 28. GENERAL CONTRACTOR TO PROVIDE POSTIVE SLOPE TO DRAINS IN FOOD PREPARATON, RESTROOMS. 2q. REFER TO PETAL Q /A -6.0 AND MECHANICAL DINGS FOR MORE INFROMATION. 13. SEE PLUMBING DRAWINGS FOR SIZES and LOCATIONS OF. FLOOR SINKS, FLOOR DRAINS: UNDERGROUND TRENCHES FOR WATER and DRAIN PIPES, GREASE TRAPS; VENT PIPES, WATER PIPES, and DRAIN PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 14. SEE ELECTRICAL DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES FOR ELECTRICAL CONDUITS, FLOOR DUCTS, and STUB UPS; WALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 15. SEE MECHANICAL AND REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES, FLOOR SINKS, DRAIN LINES; VENT PIPES and WATER PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 16. - CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB COOLER and FREEZER BOXES WITH THE MANUFACTURER, PRIOR TO FORMING and POURING THE CONCRETE CURBS. 11. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB CASES, TUBS and OTHER FIXTURES, PRIOR TO BEGINNING THE CONSTRUCTION. PROVIDE FURRING, STUB UPS, OUTLETS, WATER and DRAIN PIPES PER MANUFACTURER'S REQUIREMENTS. I. CONTRACTOR SHALL COORDINATE ALL CONDITIONS EXISTING OR NEW, VERIFY and INFORM ARCHITECT OF ALL DISCREPANCIES ON PLANS and OTHER DISCIPLINE PLANS MENTIONED ABOVE PRIOR TO COMMENCING THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS DUE TO FAILURE TO DO 50. I. SEE MECHANICAL and REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF REFRIGERATION and ELECTRICAL CENTERS. 20. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL SUB- CONTRACTORS TO ENSURE THAT THE LOCATION OF ALL VERTICAL FIDES and CONDUITS ARE GROUPED TOGETHER IN THE SAME APPROXIMATE AREA. 21. ELECTRIC DROP: CHORDS FROM CEILING -EXACT LOCATION TO BE DETERMINED/ COORDINATED BY SEAFOOD CITY AND G.G. 22. NEW CONCRETE SLAB TO BE FLUSH WITH EXISTING ADJACENT CONCRETE SLAB. ALSO REFER TO STRUCTURAL DINGS. REVISIONS: HEALTH . COMMENTDEPTS BLDG. &SAFETY COMMENTS //1BLDG. & SAFETY \ COMMENTS 02 -09 -10 JOB NO. 09293 SHEET NUMBER SCALE SUITE 140 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. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 ROOM NAME FLOOR FINISH BASE FASCIA SOFFIT FINISH MAT. +Q'-6 AFF 111111-1111 DINING AREA SERVICE KITCHEN 4 PREP AREA STORAGE !A\ NOTES: I. PAINTED GYPSUM BOARD AT ALL KITCHENS, FOOD PREPARATIONS WORK AND STORAGE SHALL BE SEMI -GLOSS OR GLOSS ENAMEL. 2. ALL EXPOSED CONCRETE SLAB FLOORS IN THE INTERIOR OF MARKET SHALL BE FINISHED SMOOTH WITH A STEEL TROWEL AND SEALED WITH A COMMERCIAL GRADE SEALANT AND HARDENER SEALER AND HARDENER TO APPROVED BY PUBLIC AGENCIES. +8' -2" AFF 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 SFG DETAIL 100203A ■ II1 1 ■III III1 1 . . _ __ - \..- J 1 DIA 5/5 FRAME SNEEZE GUARD W/ TEMPERED GLASS PANELS, HEAT LAMPS, REFER TO KITCHEN EQUIPMENTS, WITH CUSTOM MADE 5/5 LID. 4305 GISTERED ' CHITECT ERBERT N. NADEL STATE OF WASHINGTON s =% f g iiiiisi2211 ' AIZZ�uiZ 0' -V" GRANITE COUNTERTOP BAIN MARIE, REFER TO KITCHEN EQUIMENTS ►_ e_ e_ e_ e_e_e_ e_ e_ e_ e_ e_ e_ e_ e_e_e_ e_e_e_se_e_e_e_eTi►_e_e_e_e_e_e_ wee_ e_ e_ e_ e_ a _e_e_e_e_e_e_e_e_e_e_e_e_e_ A:M c_ 1___4 :7117=4.7.1=C-717. :___._ e_ e_ e_ e_ ee_ e_ e_ e_ e_ e_a_e_e_e_e_e_e_e_4_3___4 .71:3117.11;17.7.7. �,IL..."7.721.71 :1.X.7 :41./ 7 X7.7 -0 3:_1. ;IC FRP FINISH OR ANY APPROVE MATERIAL (INTERIOR AND SIDINGS) 6" BASE COVE +10' -0" SFG DETAIL 100203E3 I " DIA 5/5 FRAME SNEEZE GUARD W/ TEMPERED GLAS5 PANELS, HEAT LAMPS, REFER TO KITCHEN EQUIPMENTS, WITH CUSTOM MADE 5/5 LID. OLIO" GRANITE COUNTERTOP ENLARGED SCALE BAIN MARIE, REFER TO KITCHEN EQUIMENTS CONTROL iiiiiiie Vii riiiiiiiiiii4 MIN. 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II = 1 Lo II SFG DETAIL 1002036 1 " DIA 5/5 FRAME SNEEZE GUARD W/. TEMPERED GLASS PANELS HEAT LAMPS, REFER TO KITCHEN EQUIPMENTS, WITH CUSTOM MADE 5/5 LID. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 4' -5" CUSTOM MADE BAIN MARIE. BAIN MARIE HEATERS, REFER TO KITCHEN EQUIMENTS, PROVIDE SUPPORT, VIF. GRANITE COUNTERTOP INSULATION FRP FINISH OR ANY APPROVE MATERIAL (INTERIOR AND SIDINGS) 6" BASE COVE 11= (I .. O II NO. SCALE SFG DETAIL 1002030 I " DIA 5/5 FRAME SNEEZE GUARD W/ TEMPERED GLASS PANELS, OLIO" OLS" GRANITE COUNTERTOP NORTH BAIN MARIE, REFER TO KITCHEN EQUIMENTS REVISIONS: iiieiiiiii zz. ztzA LAMINATE/ MELAMINE FINISH MIN. GLR FRP FINISH OR ANY APPROVE MATERIAL (INTERIOR AND SIDINGS) 6" BASE COVE JOB NO. 09293 SHEET NUMBER SCALE I"= I' -O" 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. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.Q. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 4q' -11 ROOF PLAN KEYNOTES NEW CONDENSER UNIT, SEE REFRIGERATION DINGS. NEW EQUIPMENT PLATFORM, SEE DETAIL NEW ROOF OPENING, SEE DETAIL A -6.G NEW ROOF ACCESS HATCH, SEE DETAIL 13 38 A -6.0 NEW PARAPET WITH MIN. 24 GA. G.I. COPING, PRIME AND PAINTED NEW AMBIENT LIGHTING (UP- LIGHTS) AT BACK SIDE OF (E)CANOPY, 5EE ELECTRICAL DINGS. LINE OF EXISTING CANOPY BELOW, TO REMAIN LINE OF EXISTING PARAPET, TO REMAIN EXISTING ROOF DRAIN AND OVERFLOW DRAIN - PROTECT IN PLACE EXISTING MECHANICAL UNITS TO REMAIN EXISTING ROOF ACCESS HATCH - PROTECT IN PLACE REMOVE (E) ROOF ACCESS HATCH AND RELATED ITEMS PATCH 4 REPAIR WHERE DEMOLITION OCCURRED (E)LOW Iq' -3" OF ROOF 26'-4" (E)T.O. COPING Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.corn SLOPE (E) ROOF PLAN NOTES CONTRACTOR TO PROVIDE CRICKET AS REQUIRED FOR POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENING, PLATFORMS, ETC.. . VERIFY LOCATION AND SIZE OF ALL ROOF OPENINGS, EQUIPMENT PLATFORMS, ETC. WITH RESPECTIVE CONTRACTORS. WHERE VENT PIPES AND UTILITY LINES PENETRATES THE ROOF SHEATHING, REFER TO DETAIL 44' -1" 2 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON w 31 A -6.0; 4. REFER TO MECHANICAL, REFRIGERATION AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. 5 CONTRACTOR TO COORDINATE LOCATION OF NEW ROOF EQUIPMENT WITH EXISTING ROOF EQUIPMENT 6 CONTRACTOR TO REPAIR AND -PATCH EXISTING SKYLIGHTS AND THEIR CURBS TO PREVENT LEAKING. 7.. I ERMINATION OF TYPE' HOOD EXHAUST OUTLET SHALL BE LOCATED NO LESS THAN 10 FMTi HORIZONTALLY FROM PARTS OF THE SAME OR CONTIGUOUS BUILDINGS AND 10 FEET FROM INTAKE AIR. -` (E)HVAC ',E)HVAC 38' B.O. ROOF DECK (E)RTU -6 3' -511, (E)RTU -5 (E)RTU -3 3q' -5" (E)T.O. BUILT -UP INSULATION RIDGE (E) RIDGE (E) RIDGE (E) 26' -4" (E)T.O. COPING E)HVA (E)HVAC SLOPE (E) SLOPE (E) 38' -' B.O. ROOF DECK' w 0 cc a (E)HVAC (E)B.o. ROOF DECK 24'-6" T.O. HIGHEST RTU Iq' -3" OF ROOF 44'-1" (E)T.O. COPING T SLOPE YP. (E) 44' -I" (E)T.O. COPING (E)LOW PT. OF ROOF T.O. HIGHEST RTU REVISIONS: B &E SAFETY CB OLDG. MMNTS BLDG. & SAFETY COMMENTS (E)T.O. COPING (E)T.O. COPING NORTH RECEIVED MAR 312010 PERMIT CENTER 02 -09.10 09293 SHEET NUMBER SCALE 1 /8 " =1' -O A -3.0 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. H.D. SUBMITTAL: 01- 04-10 _ B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 SCHEDULE MFG. : FRAZEE COLOR LIFE COLOR : CL211IW ARROWROOT FINISH : EGGSHELL LOCATION : WALL / SOFFIT I MFG. ; FRAZEE COLOR LIFE COLOR GL2T13M - TOFFEE FINISH : EGGSHELL LOCATION : WALL / SOFFIT OPEN TO (E)MALL BEYOND : FRAZEE COLOR LIFE CL2T1512 - VENISON EGGSHELL WALL / SOFFIT ( T_� MFG. ' FRAZEE COLOR LIFE COLOR : GLI835D - SLAM FINISH : EGGSHELL LOCATION - : WALL 1 SOFFIT : MARLITE : 318 WINDSOR ANIGRE : FAUX AOODGRAIN WALL MFG. COLOR FINISH LOCATION : FRAZEE COLOR LIFE CLSO45D SLATE EGGSHELL WALL / SOFFIT 6 MR - MFG. : NEVAMAR COLOR : ■82a4T - GROWN CHERRY FINISH LOCATION WALL / SOFFIT fT-) ) MFG. COLOR FINISH LOCATION MFG. DOLOR FINISH LOCATION : FRAZEE COLOR LIFE CL284412 - DIALOGUE EGGSHELL WALL 1 SOFFIT FRAZEE COLOR LIFE CLVIII2N - METAPHYSICAL EGGSHELL WALL / SOFFIT MR -3 MFG. COLOR WA0002E- TANGIER ANIGRE FINISH LOCATION : WALL / SOFFIT NEVAMAR (R- '*J MFG. NEVAMAR COLOR W8343PV CREST' MAHOGANY FINISH LOCATION : WALL 1 SOFFIT 5 PT - MFG. :FRAZEE COLOR LIFE COLOR GLI626N FRENCH NARROW FINISH : EGGSHELL LOCATION WALL / SOFFIT SUITE 150 INTERIOR ELEVATIONS SCALE 1/4"=r-0" MFG. : FRAZEE COLOR LIFE COLOR : CLI953D - WEEDEN FINISH EGGSHELL LOCATION WALL / SOFFIT MFG. COLOR FINISH LOCATION FRAZEE COLOR LIFE GLV2IO6A - ISLAND FANTASY EGG�HCLL WALL / SOFFIT MFG. : SUNBRELLA COLOR 4611 - TUSCAN STYLE FINISH FABRIC LOCATION WALL / SOFFIT 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 ------------------------------------ ----- ---- --------- ------- -- -- MINE---- ------ --- -M __ ■••______MINE__________________ r ______________ ______________ I_____________I GISTERED 1CHITECT INWATE/1151 WWI 1 1111111 MIERBERT N. NADEL' STATE OF WASHINGTON "IA ',/A, WAIT 1111111 1 111111111111111111111111 11V/A LI IIIIIIIIIIIIIIIIuIIIIIIIIIII111I 1 11 11 11 11 11 11 11 11 11 1 1' INE= _ = = _ ---_--_—_--- _— _-- _--- _—_—_---- _-- --- -_- -_— MINE MINE_—_— _—_—_—_— _--_—_—_—_—_— MINE-- MINE - _ -MINE• MNIMIIIINMINIIMOMMIUM”•11111.11111MMENMMMEMMIIIMMIIMIMMINIIIIIIMIrnMMI Mann. 1•10111•1111111”•110EMIEN.IMMIIIMBIO1010111•11■1111•••=a•MM=MMISMIIIMMIIIMBINNIBNINIIIIMMIMM”MM ======= ELEVATION cxXics:74'N,X45' El1I 1 I 1 1 `'I REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 111111 1 1 1 ELEVATION fmrxm v x x > MUM= NEM WM= MIME MIMIMISMISMIMMI NMI MN MI MN ELEVATION ELEVATION SUITE 140 INTERIOR ELEVATIONS SCALE 1/4 " =1' -0" w 0 0 PHARMACITY IRI$CRIITION$•HIALTH AND DIMITY 1 z FILLING STATION PI—IMMAGY SALES COUNTER PHOTO DVD'` !SALES GQQUNTER 1 FILLING STATION 0 • 0 • 0 0 1 0 1 0 0 • 0 1111 1 r- 7r -T-,- ELEVATION I A ELEVATION 1 B ELEVATION D10 d41 PRESCRIPTION �1GK �P 'RE RfION SINK FILLING STATION OFFICE/ STORAGE FILLING STATION 0 3 RESTROOM N 7 Ix' CI • 0 • 0 0 • o X7 o.• 0 0 • e • 0 0 • 0 • 0 CI • 0 1 0 w SINK TROLL G 1/� SALES COUNTER REVISIONS: A A A A A A A A A A A A ELEVATION ELEVATION ELEVATION F _RECEIVED MAR 3 1 201 PERMIT CEtk TER DATE 02-09-10 JOB NO. 09293 SHEET NUMBER SUITE 130 INTERIOR ELEVATIONS SCALE 1 /4 " =1' -O" A -4.2 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. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 ■ 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 a. M 0 0 c• O) N t i a 3. QUALITY ASSURANCE PROGRAM FOR SPECIAL INSPECTION ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION REMARK CONCRETE B ON GRAD f c- 4500 PSI -- YES PRIOR TO POURING OF CONCRETE & DURING THE TAKING OF TEST SPECIMENS BOLTS IN CONCRETE (A307) -- YES PRIOR TO AND DURING THE PLACEMENT OF CONC. AROUND BOLTS FIELD WELDING STRUCTURAL STEEL (ELECTRODE= E -70xx c ) YES =- DURING TH E WELDING E REINFORCING STEEL (ELECTRODE= E-90xx) YES _- DURING THE WELDING EPDXY ITEMS YES -_ DURING INSTALLATION GRADING, ' EXCAVATION AND FIING '` YES _- DURING EARTH -WORK EXCAVATION, GRADING AND FILLING (SEE SOIL REPORT) 4. STRUCTURAL OBSERVATION BY ENGINEER OF RECORD NONE 5. STRUCTURAL SPECIAL INSPECTIONS BY QUALIFIED SPECIAL INSPECTORS SHOULD BE PROVIDED. SEE IBC SECTIONS 1704 AND 1707. THE FOLLOWING IS A SUMMARY: FABRICATION AND ERECTION OF STRUCTURAL JOF DECK WELDS: _ WHERE APPLICABLE: CONTINUOUS, SEE ALSO SECTION 1704.3. d. HIGH - STENGTH BOLTING OF STRUCTURAL STEEL, WHERE APPLICABLE, PERIODIC, ALSO SECTION 1704.3. GENERAL N O SPECIAL INSPECTION AND QUALITY ASSURANCE 1.' SPECIAL INSPECTION PER 2006 I.B.C. CHAPTER 17 SECTION 1704= SPECIAL INSPECTION. SECTION 1707= SPECIAL INSPECTION FOR SEISMIC RESISTANCE. SECTION 1708= STRUCTURAL TESTING FOR SEISMIC RESISTANCE. SECTION 1705= STATEMENT OF SPECIAL INSPECTION. A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, & OTHER DESIGNATED. PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE ' BUILDING. OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CURRENT BUILDING CODE. 2. SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK:AS MARKED) 2.1 STEEL CONSTRUCTION (TABLE 1704.3 AND SECTION 1704.3) MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, STRUCTURAL STEEL, WELD FILLER WELDING (SECTION 1704.3.1 AND TABLE 1704.3) STRUCTURAL STEEL REINFORCING STEEL DETAILS OF STEEL FRAMES (TABLE 1704.3) HIGH STRENGTH BOLTING (SECTION 1704.3.3) MANUFACTURER'S CERTIFICATE OF COMPLIANCE VERIFICATION OF APPROVED FABRICATOR BEARING AND BASE PLATE GROUTING NON-DESTRUCTIVE TESTING. 2.2 CONCRETE CONSTRUCTION (TABLE 1704.4 AND SECTION 1704.4 ( 1704.4) MATERIALS REINFORCING STEEL PRESTRESSING STEEL WELDING : REINFORCING STEEL BOLTS IN CONCRETE SHOTCRETE AND PLACEMENT PRESTRESSED CONCRETE ERECTION OF PRECAST CONCRETE MEMBERS SLAB ON GRADE , EXCEPT NON - STRUCTURAL ! CONCRETE SLAB DESIGN MIX CONCRETE CYLINDERS, SLUMP AIR, TEMPERATURE CURING IN -SITU CONCRETE STRENGTH 2.3 MASONRY CONSTRUCTION (SECTION 1704.5) LEVEL 1 SPECIAL INSPECTIONS (TABLE 1704.5.1) LEVEL 2 SPECIAL INSPECTIONS (TABLE 1704.5.3) 2.4 WOOD CONSTRUCTION (SECTION 1704.6) VERIFICATION OF APPROVED FABRICATOR OR PREFABRICATED WOOD STRUCTURAL ELEMENTS FABRICATION OF HIGH LOAD DIAPHRAGMS (SHEATHING, NAILING, FASTENING, FRAMING) 2.5 SOILS (SECTION 1704.7) SITE PREPARATION FILL PLACEMENT IN -PLACE DENSITY 2.6 SPECIAL EXCAVATION, GRADING AND FILLING 2.7 PILE FOUNDATIONS (SECTION 1704.8) 2.8 _ PIER FOUNDATIONS `' (SECTION 1704.9) 2.9.1 , SPRAYED FIRE RESISTANT MATERIALS, (SECTION 1704.10) 2.9.2 MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS (SECTION 1704.11) 2.10 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (SECTION 1704.12) 2.11 SPECIAL CASES (SECTION 1704.13) REBAR OR BOLT IN EPDXY GROUT HOLD -DOWN SUBSTITUTION IN TENSION ROCK RETAINING WALLS (ROCK PLACEMENT, ROCK SIZE, FOOTING, EMBEDMENT, DRAINAGE, BACKFILL, COMPACTION, FILTER FABRIC, BATTER, SLOP E AND OTHER ITEMS - SPECIFIED BY ENGINEER RECORD). EXPANSION ANCHORS, EMBEDDED PLATES MECHANICAL SPLICES 2.12 SMOKE CONTROL SHALL BE APPROVED ° BY LOCAL FIRE DEPARMENT. (SECTION 1704.14) 2.13 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (SECTION 1707) STRUCTURAL STEEL (SECTION 1707.2) STRUCTURAL WELDING (SECTION 1707.2) STRUCTURAL WOOD (SECTION 1707.3) FIELD GLUING NAILING, BOLTING, ANCHORING AND FASTENING DRAG STRUTS BRACES HOLD -DOWNS SHEAR WALLS AND DIAPHRAGM NAILING, ANCHORING, BOLTING, ANCHORING AND FASTENING COLD FORMED STEEL FRAMING (SECTION 1707.4) STRUCTURAL RACKS OVER 8 FEET ACCESS FLOORS (SECTION 1707.5) ARCHITECTURAL COMPONENTS (SECTION 1707.6) EXTERIOR CLADDING INTERIOR AND EXTERIOR NON- BEARING WALLS INTERIOR AND EXTERIOR VENEER MECHANICAL AND ELECTRICAL COMPONENTS (SECTION 1707.7) COMPONENT INSPECTION (SECTION 1707.7.1) COMPONENT ATTACHMENT AND TESTING (SECTION 1707.7.2) COMPONENT MANUFACTURER CERTIFICATION (SECTION 1707.7.3) 2.14 ` STRUCTURAL TESTING FOR SEISMIC RESISTANCE (SECTION 1708) MASONRY MASONRY LEVEL 1 (SECTION 1708.1 AND TABLE 1708.1.2) MASONRY LEVEL 2 (SECTION 1708.1 AND TABLE 1708.1.4) REINFORCING AND PRESTRESSING STEEL STRUCTURAL STEEL MECHANICAL AND ELECTRICAL EQUIPMENT SEISMIC! RESISTANCE TESTING, ( SECTION 1708.5) MANUFACTURER'S CERTIFICATE OF COMPLIANCE ON ANCHORAGE INSPECTION OF ANCHORAGES AND LABELS STRUCTURAL STEEL AND MISCELLANEOUS IRON 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM L C NFORM TO AISC 360. ( ALL ROLLED STEEL SECTIONS AND / OR BOLTS MANUFACTURED OUTSIDE THE UNITED STATES ' WILL REQUIRE VERIFICATION THAT THE PRODUCTS COMPLY WITH APPLICABLE ASTM STANDARDS. MILL CERTIFICATES WILL BE REQUIRED FOR ALL STEEL. STEEL GRADES OTHER THAN ASTM A36 WILL REQUIRE L EQ IRE TESTING' BY AN APPROVED LABORATORY. A. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. B. MATERIALS: S Fy ASTM A 992 F • 50 KSI FOR I- SHAPES ASTM A 36 F y = 36 KSI FOR PLATES AND ANGLES ASTM A 500, GRADE B Fy = 46 KSI FOR STRUCTURAL TUBING ASTM A 53, GRADE B Fy = 35 KSI FOR PIPES ASTM A '325 P TY E 1, FOR HIGH STRENGTH BOLTS ASTM A 563 HEAVY-HEX NUTS ASTM AF436 HARDENED STEEL WASHERS ASTM F1554 GRADE 36 ANCHOR BOLTS 2. WELDING SHALL CONFORM TO ANSI/ AWS D1.1 -92, AND BE DONE BY ELECTRIC SHIELDED ARC PROCESS USING E -70XX ELECTRODES. ALL WELDS SHALL BE UNIFORM IN SIZE AND APPEARANCE, AND FREE OF PINHOLES, , POROSITY, UNDER- CUTTING OR OTHER DEFECTS. ALL BUTT WELDS SHALL SH LL BE FULL PENETRATION. 3. WELDS SHALL BE DONE IN THE SHOP OF A "CODE" APPROVED FABRICATOR UNLESS OTHERWISE NOTED ON `PLANS. ALL THE FIELD WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS APPROVED BY THE BUILDING OFFICIAL AND CONTINUOUS INS- PECTION BY AN APPROVED DEPUTY INSPECTOR = IS REQUIRED. 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR MASONRY SHALL BE SHOP PAINTED AS SPECIFIED. ANY ABRASION SHALL BE TOUCHED -UP AFTER ERECTION. 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO START FABRICATION. ` FAB RICATION SHALL; CONFORM TO A.I.S.C. ' SPECIFICATION. 6. BOLTS SHALL CONFORM TO ASTM A307 UNLESS OTHERWISE NOTED. 7. ALL STEEL FABRICATIONS SHALL BE DONE IN A SHOP. LI- CENSED BY THE GOVERNING CITY OR COUNTY. DRYPACK 1. DRYPACK SHALL BE 5,000 PSI NON- SHRINK GROUT, FIVE STAR OR EQUIVALENT APPROVED. REVIEWED V IE uV E D 0 F D R_ DE COMPLIANCE 0 MP L A N C E APPROVED P APR0 9 2010 CityY8 Tukwila i BUILDING DIVISION 2. INSTALL DRYPACK UNDER ALL BEAM BEARING PLATES PRIOR TO FRAMING MEMBER IS ` INSTALLED. 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER COLUMN HAS BEEN PLUMBED; PRIOR TO FLOOR OR ROOF INSTALLATION. METAL SYS. STUDS (METAL STUD MANUFACTURER'S ASSOCIATION - ESR_1229 OR EQUAL APPROVED) 1. ALL METAL STUDS OR JOIST SHALL BE OF THE TYPE, SIZE & GAGE AS SHOWN ON THE PLANS. FOR OTHER INFO. SEE ESR -1229. 2. ALL STUDS, JOISTS AND TRACKS 12, 14, AND 16 GAGE SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446, GRADE D, WITH MINIMUM YIELD OF 50,000 PSI. ALL 18 AND 20 GAGE STUDS AND ALL GALVANIZED TRACK, BRIDGING, '`CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE A WITH A MINIMUM YIELD OF 33,000 PSI. 3. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE, AS FOR BRACING, TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY ; FASTENED. 4. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE ATTACHED BY WELDING. DISSIMILAR STUD COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHING OR BUTTING. WIRE TYING OF FRAMING COMPONENTS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. PREFABRICATED PANELS - SHALL BE SQUARED AND BRACED AGAINST RACKING. LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN A MANNER SO AS NOT. TO CAUSE LOCAL DISTORTION OF ANY MEMBER. 5. BUTT WELDS OR SPLICES SHALL BE USED AT ALL BBU TT JOINTS IN TRACK. SPLICES IN AXIAL LOADED STUDS OR BRACES SHALL NOT BE PERMITTED. ALL WELDS SHALL BE FILLET, PLUG BUTT OR SEAM. WHERE CONNECTED TO STRUCTURAL STEEL, WELDING SHALL NOT BE DONE ON STRAIGHT PORTIONS OF FLANGE OR WEB BUT ONLY AT INTERSECTION OF FLANGE AND WEB. WHERE STUDS ARE BURNED THROUGH BY WELDING PROVIDE SUITABLE STITCH PLATE. 6. WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER TO PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING AND ROTATION. BRIDGING ROWS SHALL BE EQUALLY SPACED NOT TO EXCEED 4' -0" ON CENTERS. ICC -ES REPORTS 1. EPDXY ANCHOR SYSTEM TO EXISTING CONCRETE a. HILTI -RE 500 -SD ICC -ESR -2322 b. SIMPSON SET -XP ICC -ESR -2058 C. #4 (E) =5" #6 (E) =9" #5 (E)=9" #7 (E)=9" #8 E =10" 2. EPDXY ANCHOR SYSTEM TO EXISTING MASONRY WALL a. HILTI -HY 150 ICC -ESR -2678 b. SIMPSON SET ICC -ESR - 1772 c #4 OR 1/2"0 ALL THREADED E =5" #5 OR 5/8 "0 ALL THREADED E =5" #6 OR 3/4 "0 ALL THREADED E =6" 3. SHOT PIN: a. SHOT PIN TO GROUND FLOOR " ICC-ESR-1663 PNEUMATIC SHOT PIN .145 DIA. 1 EMBED ICC ESR - 1663 b. SHOT PIN TO UNDERSIDE OF 2ND FLOOR HILTI SHOT PIN XALH27 /32 & CEILING CLIP CC27: ESR -2184 4. EXPANSION BOLT ANCHOR: a. HILTI KWIK BOLT TZ ANCHOR: ESR -1917 GENERAL FOUNDATION NOTES 1. ATTACH ONE COPY OF SOIL REPORT TO THE APPROVED SET. SOIL REPORT SHALL BE PART OF THIS NOTES. PRIOR TO THE POURING OF CONCRETE, < H THE SOIL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING TI G EXCAVA TIONS. HE SHALL POST A NOTICE ON THE JOB SITE FOR THE BUILDING INSPECTOR THAT THE WORK SO INSPECTED MEETS THE CONDI- TIONS OF THE REPORT. A WRITTEN CERTIFICATION TO THIS EFFECT SHALL BE FILED WITH THE BUILDING DEPARTMENT UPON COMPLETION OF THE WORKS. THIS S IN PECTION DOES NOT WAIVE THE REQUIRED INSPECTION BY INS- PECTOR. THE BUILDING INS PECTOR. 2. SOIL REPORT BY: SHANNON & WILSON INC. JOB No.: W- 4977 -02 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOIL REPORT RECOMMENDATIONS UNDER SOIL ENGINEER'S °SUPERVI- SION' AND INSPECTION. 4. TY P E OF FOOTING -- - EXISTING 18 " DIA. PILE CAPACITY 60T. 5. 6. 7. 8. 9. 10. SLAB BASE AND ' COMPACTION TO BE IN ACCORDANCE WITH SOIL REPORT. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STOP, P FLOOR DRAINS, SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS. SEE ARCHITECTURAL, MECHANICAL, REFRIGERA- TION, CONDITIONING, TION AIR CONDITIONING PLUMBING & ELECTRICAL DRAW- INGS, TRENCH BACKFILL AS PER SOIL REPORT REQUIRE- MENTS. BOTTOM OF A COLUMN FOOTING WITHIN A DISTANCE EQUAL Q L TO TRENCH FROM THE TRENCH MUST BE AT THE SAME ELEVA- TION AS BOTTOM OF TRENCH. PROVIDE 16" X 16 ", CONCRETE PEDESTAL, POUR WITH FOOTING 4 - #6 VERTICAL BARS WITH #3 TIES AT 12" O.C. _3 #3 TIES AT 3" O.C. AT TOP. BRIDGE CONTINUOUS FOOTING OVER TRENCH WITH 4 - #6 x 16. -0 LONG BARS AT BOTTOM. CENTER BARS ON `TRE C N H. VERIFY ALL CONDITIONS IN FIELD. ALL PLANTERS IN ` CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE Q WATER TO PREVENT SATURATION OF SOIL UNDER ' FOUNDATION. USE STEPPED " FOOTING DETAIL AS REQUIRED, = Q SEE GRADING DING PLAN. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTER - MEDIATE GRADE CONFORMING TO ASTM SPECIFICATION: A615 GRADE 40 FOR BARS #4 AND SMALLER: A615 GRADE 60 FOR BARS #5 AND LARGER. MESH REINFORCING SHALL BE 6X6 W1.4 X W1.4 UNLESS SHOWN OTHERWISE, CONFORMING TO ASTM SPECIFICATION A185. 2. ' REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 64 BAR DIAMETERS IN MASONRY WITH A 24 INCH MINIMUM LAP EACH CASE. 3. MIN LAP OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH, WHICHEVER IS GREATER. 4. DOWELS FROM FOOTINGS SHALL BE OF THE SAME SIZE AND SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, UNLESS NOTED OTHERWISE ON PLANS. 5. PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS, ETC., AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. 6. REINFORCING BARS CONFORMING TO ASTM A706 SHALL BE USED FOR REBARS REQUIRING WELDING AND ALL GRADE BEAM REINFORCING CONCRETE 1. PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM SPECIFICATION C150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM SPECIFICATION C33, WITH PROVEN SHRINKAGE CHARACTERISTICS T CS OF LESS THAN 0.04 %. USE SPECIAL TYPE OF CEMENT WHERE REQUIRED BY SOIL CONDITIONS --- SEE SOIL REPORT. 2. ALL CONCRETE SHALL BE DESIGNED BY APPROVED LABORATORY, AND DESIGN MIX SHALL SUBMIT TO ARCHITECT /ENGINEER FOR REVIEW, AND OBTAIN APPROVAL PRIOR TO USE. MAXIMUM SLUMP SHALL BE 4" U.N.O. USE MINIMUM OF FIVE SACKS OF CEMENT PER CUBIC YARD. E SLAB, GRADE BEAM & PILE CAP 4000 PSI N GROUND FLR. SLAB 4500 PSI ®, 28 DAY N CONC. CURB AT GROUND FLR. 3000 PSI CAD" 28 DAY 3. CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT PER CUBIC YARD AS FOLLOWS U.N.O.: 3000 PSI - 470 4000 PSI - 564 5000 PSI - 611 4. ALL CONCRETE SHALL NOT EXCEED THE MAXIMUM WATER /CEMENT RATIO AS FOLLOWS: COMPRESSIVE STRENGTH NON AIR ENTRAINED AIR ENTRAINED 3000 PSI 4000 PSI 5000 PSI 0.55. 0.50 0.45 0.50 0.45 0.40 5. PROVIDE 6" (±1%) AIR ENTRAINMENT IN ALL CONCRETE EXPOSED TO WEATHER. 6. FOR SLAB ON GRADE, THE MINIMUM CEMENT CONTENT SHALL BE BASED ON THE MAXIMUM SIZE OF AGGREGATE AS FOLLOWS: MAX. SIZE OF AGGREGATE IN INCHES CEMENT LB. PER CUBIC YARD 1 1/2 470# 1 520# 3/4 / 540 1/2 590 7. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE 'ARCHITEC- TURAL AND MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES, MOULDS, FLOOR `` HINGES, ETC., TO BE CAST ' INTO THE CONCRETE. 8. VIBRATION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION. 9. CONCRETE SHALL BE MAINTAINED _ IN 'A MOIST, CONDITION FOR A ` MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT: APPROVED COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. ABBREVIATIONS ABV. B. BEL. B.O.F. B.S. E.S. E.W. F.O.S.` F.O.SH. O.C. T. T &B T.O.F. T.O.M. T.O.P. T.O.D. T.O.S. T.O.SH. T.O.ST. V.I.F. ABOVE BOTTOM BELOW BOTTOM OF FOOTING BOTH SIDES EACH SIDE EACH WAY FACE OF STUD FACE OF SHEATHING ON CENTER TOP TOP AND BOTTOM TOP OF FOOTING TOP OF MASONRY TOP OF PARAPET TOP OF DECK TOP OF SLAB TOP OF SHEATHING TOP OF ` STEEL VERIFY IN FIELD CODE. 2007 IBC GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING G CO NSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED T OF ANY DISCREPANCES OR INCONSISTENCIES. 2. DO NOT SCALE THE DRAWINGS. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS. ALL WORK 4. A SHALL CONFORM TO THE MINIMUN STANDARDS OF THE '. SH LL CO FOLLOWING CODES: THE 2006 INTERNATION AL BUILDING CODE, AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND IN THE PROJECT SPECIFICATIONS. 5. SEE THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: . SIZE AND LOCATION ! OF DOORS AND WINDOW OPENINGS. AND LOCATIONS SIZES A OF INTERIOR AND EXTERIOR NON- BEARING BEARING PARTITIONS. SIZES AND LOCATIONS OF CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, < CHAMFERS, GROOVES, INSERTS, ETC. FLOOR AND ROOF FINISHES. STAIR FRAMING AND DETAILS. DIMENSIONS HOT SHOWN ON THE STRUCTURAL DRAWINGS. CEILING ASSEMBLIES. EXTERIOR WALL ASSEMBLIES. SEE 6. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ; MECH NIC L, THE FOLLOWING: PIPES, SLEEVES, HANGERS, TRENCHES, WALL FLOOR AND ROOF OPENINGS, DUCT PENETRATION ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, ` MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOUNTS. ' DRAWINGS ` 7. THE - CONTRACT STRUCTURA L AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 8. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED, TO BRACING AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES, CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS, BY OTHERS ETC., OPENINGS, POCKETS, , NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN THE STRUCTURAL MEMBERS. 10. ALL SPECIFICATIONS AND CODES NOTED _ SHALL BE THE LATEST. APPROVED EDITIONS AND REVISIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT. 11. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTH WORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, , CISTERNS, FOUNDATIONS, UTILITIES, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED INMEDIATELLY. 12. ' CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN ` PLACED ON FRAMED FLOORS OR R OOFS. THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 13. SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW SHALL CONSIST OF 1 BLUELINE SET AND 1 SEPIA SET. DESIGN LOADS A. WIND DESIGN DATA 1.; BASIC WIND SPEED (3 SECOND GUST) V = 85 MPH 2. WIND IMPORTANCE FACTOR I w = 1.0 3. WIND EXPOSURE C 4. OCCUPANCY CATEGORY 5. DETERMINATION OF WIND LOAD USE METHOD I SIMPLIFIED PROCEDURE PER CHAPTER 6 OF ASCE 7-05 (ROOF HEIGHTS EQUAL OR LESS THAN 60') B. EARTHQUAKE DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR I E = 1.0 SEISMIC USE GROUP II 2. MAPPED SPECTRAL RESPONSE ACCELERATION. 3. SITE CLASS 4. SPECTRAL RESPONSE COEFFICIENTS. SE = 1.438 0.493 D s= 0.959 SDI= 0.495 5. SEISMIC DESIGN CATEGORY D 6. BASI C SEISMIC FORCE RESISTING SYSTEM: SPECIAL STEEL CONCENTRICAL BRACED FRAMES / 1 7. DESIGN BASE SHEAR . 8. SEISMIC RESPONSE COEFFICIENTS 9. DESIGN COEFFICIENTS AND FACTORS V= Cs' W CS 0.1598 R= 6 .C1=2 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS C. FLOOR LIVE LOADS - (REDUCIBLE PER CODE) 1ST FLOOR 75 PSF REDUCIBLE 2ND FLOOR 100 PSF UNREDUCIBLE STAIRS AND EXITS 100 PSF D. ROOF LIVE LOAD 25 PSF SNOW SITE PREPARATIONS 1. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEPTH OF FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCOR- DANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DIS- CREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE FOUNDATION PLANS MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO. INITIATING ANY EXCAVATION SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED. Olvatfts() 1 RECEIVED MAR 312010 PERMIT CENTER NIIDEL REIR 11. IStudioOne Nade One, Inc. 1990 South Bundy Drive Fourth Floor or_ Los Angeles, eles 9 CA 900Z5 T. 310.826.2100 F. 310.826.01 82 www.nadelarc.com 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. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 COW 00 NN 00 g W 0 w 0 ce 0 LU W REVISIONS: BLDG. & SAFETY 1 COMMENTS n A n A A DATE JOB NO. SHEET NUMBER 0 cV 00 -CO'O0 09293 0 D a W (E)6"TI-IK. STRUCTURAL SLAB ® #4 'U' SHAPE DOWEL TO SLAB @ 24" O.C. 24" DIA. FTG. C) 3/4" DIA. x 4" LG. H.S.A ® #4 'U' SHAPE DOWEL TO SLAB @ 24" O.C. C) 3/8" x 28" DIA. PLATE W/ HOLE 0 PIPE SEE ARCH'L. ® FOR FINISH SEE ARCH'L (I) FISH / MEAT DISPLAY MERCHANDISER / COUNTER BY TENANT ® SHIM / SPACER AS REQ'D- C) FOR FINISH SEE ARCH'L. (9 #4 CONT. T&B ("Di #3 08"0.C. L4x4x12GA. ANGLE 032"0.C. SEE DETAIL 10/- ® METAL STUD 16"0.C. SEE DETAIL 2/- ® #4 CONT. T&B C-.) #3 ©8"0.C. • L4x4x12GA. ANGLE ©32"0.C. SEE DETAIL 10/- ® FINISH PER ARCH'L ® (E)6"THK. STRUCTURAL SLAB 0 METAL STUD 0 16" 0.C. 111P. U.N.O. 16GA. UNPUNCHED CONT. TRACK PUNCHED 'C' STUD HEADER SEE SCHEDULE Ar)JACE, ROOM 'C' STUD HEADER (.6) L1 1/4x1 1/4x14GA. CD 4" 0.C. 0 L1 1/4x1 1/4x14GA. x STUD DEPTH SLOPE TO ORAN 2" DIA. FOR DIMENSIONS AND ANGEL SEE ARCH L NOTE: , NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L. HEADER SCHEDULE OPENING WIDTH MINIMUM HEADER SIZE UP TO 6'-:1" 4" - 18GA. 6'- " TO 8'-O" 6" 18GA. 8'-'1" TO 10'-0" 6" - 16GA. , . OVER 10 -0 SEE PLANS NOTE: ALTERNATIVELY, USE #8 SCREWS AT ALL CONNECTIONS SLIPTRACK SPAN CEILING JOIST SIZES REMARK 6 -0 OR LESS 1 3/8 x 4 x 2OGA 0 16" O.C. 1 6' -0 TO 12'-0 1 3/8 x 6 x 2OGA @ 16" O.C. 15'-1" TO 23'-O" 3-#10 EA. END 1 1/4x 6"x 20 GA. 016' O. . 23'- " TO 26'-O" 1 /4"x 4"x 2OGA. 1 1/4x 6"x 18 GA. 016" O.C. CEILING JOIST SIZES FOR CEILING ONLY. SIZES WILL VARY WHERE PLATFORM OCCURS CURB FOOD PREP WALL and ADJACENT ROOM 0 VCT AS OCCURS (MAIN SALES) FOR FINISH SEE ARCH'I_. (2) CERAMIC TILE (WET ARES & PRODUCE SALES) FOR FINISH SEE ARCH'L. (E) 6" STRUCT. SLAB V.I.F. FLOOR FINISHES AT TRANSITION TO BE FLUSH C) METAL STUD 0 16"0.C. SEE DETAIL 2/- WHERE OCCURS ® 1/2"THK. PLYWOOD W/ #10 SCREWS ©6'',12"0-C. C) 3x WOOD SILL PL W/ 1/4"0 SDS SCREWS 012"0.C. 2x WOOS SILL PL W/ 2-16d 08"0.C. C) 2x WOOS SILL PL W/ SHOT PINS 08"0.C. 16GA. MTL. BLK'G C)I (E)6"THK. STRUCTUIRAL. ®sLAB C 16GA TRACK W/ SHOT PIN 7 0 12" 0.C. C) METAL STUD 0 16"0.C. SEE DETAIL 2/- WHERE OCCURS ® #4 CONT. T&B ,L?) #3 080.C. • L4x4x12GA. ANGLE ©32"0.C. SEE DETAIL 10/- C) FINISH PER ARCH'L (E)6"THK. STRUCTURAL SLAB O INSULATED COOLER WALL BY OTHERS O BOTTOM OF STRUCTURE ABV. ® BRACING 0 4'-0" 0.C. STAGGER WHEN POSSIBLE ® 1 1/4" FLANGES CONT. TRACK (GAGE TO MATCH METAL STUD GAGE) ( )4 METAL STUD @ 16 0.C. U.N.O. SEE PLAN FOR SIZE C) SEE ARCH'L FOR FINISH ® CONT. TRACK 1 1/4" FLANGE (GA. TO MATCH STUD GA.) O CONC. SLAB, SEE PLAN FOR BASE & REINF. ® HILT. PNEUMATIC SHOT PIN .145 DIA ©16"0.C. 1" EMBED ICC-ESR-1663 C.) 16 GA UNPUNCHED SLIP TRACK (2 1/2" FLANGES)_ W/ 1 1/4" x1/4" VERT SLOTS IN EA. FLANGES CO 1" 0.C. C) BRIDGING CD 6'-0" 0.C. MAX. NOTE: < FOR DIMENSIONS AND ANGEL SEE ARCH'L. TYPICAL HEADER OR SILL CONN NOTE: DETAILS IS SIMILAR WHERE TS COLUMN OCCURS TYP. ALTERNATEVELY, USE #8 SCREWS AT ALL CONNECTIONS TO STUD JAMB SECTION r1" CLR SPACE CEILING LINE 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 HEIGHT BTN. SUPPORT ICBO #ER-4943P INTERIOR METAL STUD SIZE & SPAC'G REMARK 0 TO 15' -0" 1 1/4x 3 5/8 20 GA. 0 16" O.C. 1/4"x 15'-1" TO 23'-O" 3-#10 EA. END 1 1/4x 6"x 20 GA. 016' O. . 23'- " TO 26'-O" 1 /4"x 4"x 2OGA. 1 1/4x 6"x 18 GA. 016" O.C. 12"-- TO 16 BLRAENCGITNHG SIZE SCREWS 6' OR UNDER 1 1/4"x 3 5/8"x 20 GA. 3-#10 EA. END 6'- " TO 12' 1 1 /4"x 4"x 2OGA. 3-#10 EA. END 12"-- TO 16 1 1/4"x 6" 20 GA. 3-#10 EA. END O METAL STUD CO 16"0.C. SEE DETAIL 2/- WHERE OCCURS 1/2”THK. PLYWOOD W/ #10 SCREWS ©6",12"0.C. ® 3x WOOD SILL PL W/ 1/4"0 SDS SCREWS 012"0.C. O FINISH PER ARCH'L (E)6"THK. STRUCTURAL SLAB O INSULATED FREEZER WALL BY OTHERS (.2) SEALANT BOTH SIDES OF WALL ® #4 CONT. REBAR T&B C.) (E)6"THK. STRUCTURAL SLAB ® 3-PLY HOT MOPPED W.P. MEMBRANE c7) RIGID INSULATION ADJA ® FINISH, SEE ARCH'L. C)I #3 08"0.C. (1) L4x4x12GA. ANGLE 032"0.C. SEE DETAIL 10/- O 3/8"THK. NON-SLIP STEEL PL ZEEZER TERIOR CD1 METAL STUD © SEE DETAIL 2/- WHERE OCCURS ® #4 CONT. T&B C34 #3 08"0.C. • L4 4 12GA ANGLE L4x4x12GA. x . ©32"0.C. SEE DETAIL 10/- ® FINISH PER ARCH'L C)_ (E)6"THK. STRUCTURAL SLAB CUT AND BEND TRACK TYP 0 DOWELS SEE 5/S1.0 UTILITY PIPES OR CONDUITS. VERIFY W/ ELECT'L, MECH'L & PLUMB'G DWGS. C) SEE 5/S1.0 EXIST'G SLAB - 1 6GA. METAL TRACK BLOCKING 4'-O" MAX. SAWCUT EXIST'G SLAB FOR NEW UTILITY LINE & REPLACE SEE 5/D1.0 & 5/S1 0 ;' -1111F1IFil rAlr 416. Ali, AterkAh.. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L. NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L. CO FREEZER PREP AREA WALL ON CONC. CURB (Di FREEZER WALL DOOR BY OTHERS ® #4 CONT. REBAR T&B (E)6"THK. STRUCTURAL SLAB ® 3-PLY HOT MOPPED W.P. MEMBRANE L7) RIGID INSULATION O INSULATED COOLER VVALL BY OTHERS ® #4 CONT. T&B C) #3 08"0.C. • L4x4x12GA. ANGI_E ©32"0.C. SEE DETAIL 10/- C)1 FINISH PER ARCH'L. ® (E)6"THK. STRUCTURAL SLAB TYP. BLOCKING 0 (E)6"THK. STRUCTURAL SLAB 0 #4 CONT. T&B ® #3 ©8"0.C. 4 0 L4x4x12GA. ANGLE 032 0.C. SEE DETAIL C) NEW CONC. CURB FOR .. ' . . COOLER OR FREEZER 4 : SEE ARCH'L FOR ...sh . 4ri 1 , CONFIGURATIONS * IP II L4x4x12GA. ANGLE 032"0.C. SEE DETAIL 10/- @ 3/8"THK. NON-SUP STEEL PL NOTE: COOLER FOR DIMENSIONS AND ANGEL SEE ARCHt it"748M accerK5 TO D NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L PLAN VIEW A-A PLAN VIEW B-B o.- c. F.F. ELEV. NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L. SELF LEVELING CONT. SEE ARCH'L LINE OF FIN. FLOOR FLOOR FINISHES AT TRANSITION TO BE FLUSH QUARRlY TILE (SERVICE PREP AREA), (FISH/MEAT/PRODUCE AREA) SEE ARCH'L. FOR FINISH SEE ARCH'L eintilreirmissmerema.... FLOOR' INSULATED COOLER WALL BY OTHERS #4 CONT. T&B #3 ©8"0.C. L4x4x12GA. ANGLE ©32"0.C. SEE DETAIL 10 C) FINISH PER ARCH'L (6) (E)6"THK. STRUCTURAL SLAB FLOOR FINISHES AT TRANSITION TO BE FLUSH APACENT NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L • (E) CMU WALL ® UNPUNCHED METAL STUD ® 5/8"91 A.B. 0 32" O.C. • DRILL 3/4"0 HOLE & FILL W/ EPDXY SIMPSON 'SET' (ICC--ESR-1771) (5) METAL STUD 0 16" O.C. TYP. U.N.O. STL COL, SEE PLAN FOR SIZE & LOC. 0 24N 0.a/ 1/8 1" COOLER BOX BASE PIPEGUARD WHERE OCCURS SEE FLOOR PLAN SEE 25/- ® FOR FINISH SEE ARCH'L. ® METAL STUD @ 16"0.C. SEE DETAIL 2/- PREP / SALES AREA 2" x x 1/8" STRUCTURAL GRADE ALUMINUM ANGLE, CLEAR ANODIZED. FASTEN TO WALL W/ 3/8" DIA. ALUM. WOOD SCREWS (CLEAR ANODIZED) @ 2'-0" O.C. STAGGERED and COUNTERSINKL HEADS. STOCK AREA 3" x x 1/4" STEEL ANGLE, FLOOR TO 4'-0" A.F.F. SECURE W/ 1/4" DIA. LAG SCREWS @ 12" O.C. STAGGERED - PAINT ALL EXPOSED STEEL GREY. W METAL STUD CO SEE DETAIL 2/- WHERE OCCURS ® #4 CONT. T&B ® #3 ©8"0.C. L4x2x12GA. ANGLE 032"0.C. SEE DETAIL 10/- (DI FINISH PER ARCH'L ® (E)6"THK. STRUCTURAL SLAB REVISIONS: DATE NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L. 00-00-00 09293 SHEET NUMBER CORNER ANGLE 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: 01-21-10 2nd H.D. SUBMITTAL: 02-00-10 D CHANNEL MOLDING ® ACOUSTICAL PANEL SUSP `CLG. SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L. O GYP. BOARD SEE ARCH'L. ® CROSS TEE BAR SEE ARCH'L. ® TRANSITION CLIP PER MFG. SPEC. O7 12GA. HANGER WIRE PER MFG. SPEC. SEE ` ARCH'L. ® 1 5/8x6x18GA METAL STUD © 16" O.C.; WHERE OCCURS SEE PLAN NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- U (E) CONC. TOPPING OVER (E)MTL. DECK ® HANGING CEILING SUPPORT BY MANUF. 0 HLITI CC27XALH32 ©16 "0.C. FOR CONC. TOPPING OVER MTL. DECK HLITI CC27XALH27 016 "O.C. FOR CONC. PLANK O L2x2x14GA.x16" WITH HILTI XALH32 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. O2 CHANNEL MOLDING ® CROSS TEE BAR SEE ARCH'L. O MAIN TEE BAR SEE ARCH'L. 0 GYP. BOARD SEE ARCH'L. NOTE: DETAIL SHOWS GENERAL. CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- U (E) MTL DECK W/ CONC. TOPPING ® (N) L4x4x1/4 (N) L3x3x1/4 ® (N) 1/2" ALL THREADED ROD W/ EPDXY ® (N) 3/8 "'THREADED ROD TYP ® ® (N) P1000 UNISTRUT CHANNEL SEE PLAN O CLG. LINE SEE ARCH'L. ® 3/32 "DIA. AIRCRAFT CABLE EA CORNER HANGING POINT OF CLG. CABANA (SEE ARCH'L.) ® 3 /8 "DIA. STEEL EYE THREADED THRU ROD W/ WASHER 10 FOR FINISH SEE ARCH'L. U (E) MTL DECK W/, CONC. TOPPING O2 20GA HUNG STUDS © 16" 0.C. (U.N.O.) SEE ARCH'L FOR SIZE O3 SUSPENDED CEILING SEE ARCH'L ® 16GA. METAL TRACK BLK'G ® CEILING 0 6 "X 20GA. METAL STUD BRACE O 48" 0.C. W/ 4 - #10 METAL SCREWS EA END ® PROVIDE 6"x16GA. CONT BRIDGING W/ 2 - #10 METAL SCREWS WHEN BRACE IS MORE THAN 8' -0" IN LENGTH NOTE: SEE ARCHL FOR BOTTOM OF HUNG ° WALL FINISH AND /OR CONNECTION SUSPENDING EILING WIRE O ARMSTRONG DRYWALL GRID SYSTEM MAIN BEAM O ARMSTRONG DRYWALL GRID SYSTEM RADIUS CLIP ARMSTRONG DRYWALL GRID SYSTEM_ CROSS TEE 3/16" BM. OR TRUSS SUPPORT (MAX. 8' -0" O.C.) Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 C6x8.2 www.nadelarc.com 3/16" TYPICAL T -BAR CEILING SEE ARC. NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) 112GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. ® CEILING SEE ARCH'L. ® CURVED MAIN TEE BAR SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L. ®5 FLEXIBLE DRYWALL TRIM PER MFG. SPEC. ® L -BEAD MOLDING PER MFG. SPEC. 0 ATTACHE WITH SCREW OR TRANS CLIP ® #10 SCREW TYP ® SUPPORT BRACE PER MFG. SPEC. NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) . C6x8.2 1 1 /2 ">3/16" NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- OPENING WIDTH SUPPORT UP TO 2' -O" L2x2x1/4 2' -1" TO 4' -O" L3x3x1/4 4' -0" TO 6' -O" L4x4x1/4 6' -1" TO 8' -O" C6x8.2 OVER 8' -0" SEE PLAN NOTE: VERIFY THE SIZE AND LOCATION OF OPENINGS WITH MECHANICAL MANUFACTURER AND MECHANICAL CONTRACTOR MTh ARMSTRONG CEILING SYSTEM CEILING MAIN CROSS MAIN 'T' SEISMIC BRACING SYSTEM 'T' 'T' HANG WIRE SEE DET. ` 9 /ST2 4 - #12 WIRE (45deg) DRYWALL #8 WIRE ® HD8906 XL8945P ®8'-0" O.C. W/ COMP. STRUT CLG. FLAT 4'-0" O.C. (*) 4'-On FROM PERIMETER OF CLG. DRYWALL #8 WIRE @ 4 - #12 WIRE (45deg) CLG. HD8906F08 XL8945P 4'-0" O.C. ®8'-0" O.C. W/ COMP. STRUT CURVED ( *) 4 -0 FROM PERIMETER OF CLG. T -BAR PRELUDE PRELUDE 4 - #12 WIRE (45deg) CEILING #12 WIRE . ® 12' -O" O.C. W/ COMP. STRUT SYS HEAVY SYS HEAW " DUTY DUTY 6 - 0 *10.C. 6' -0 "' FROM PERIMETER OF CLG. NOTE: 1. ALL MAIN 'T' & CROSS 'T' CALL OUT ARE HEAVY DUTY FOR SEISMIC D.E.F. 2. FOR COMPRESSION STURTS: a. UP TO 8' -0" USE 1 3/8" 25GA. MTL STUD © 12' -0" O.C. b. 8' -0" TO 10' -0" USE 2 -1 5/8" 25GA. MTL STUD ® 12' -0" O.C. FASTENED BACK TO BACK AT EA. SIDE OF MAIN RUNNER, TYP. c. 10' -0" TO 15' -0" USE 2 -2 1/2" 25GA. MTL.' STUD ® 12' -0 "_ O.C. FASTENED SAME AS NOTE 'b' ABOVE. d. ALTERNATE: UP TO ` 5' -0" USE 3/4" DIA. EMT CONDUIT. (*) FIRST VERT. HANGING WIRE SHOULD BE 8" FROM PERIMETER OF CEILING L.L. ®1 CHANNEL MOLDING 0 ACOUSTICAL PANEL SUSP CLG. SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L ® GYP. BOARD SEE ARCH'L. 0 CROSS TEE BAR SEE ARCH'L. ® TRANSITION CLIP PER MFG. SPEC. 012GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. ® 1 5/8x6x18GA METAL STUD CAD 16" O.C. WHERE OCCURS SEE PLAN NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- / sxa:ax ra�::1ax 1 12GA. ROR T-BAR, 8GA FOR U DRYWALL `HANGER WIRE , PER MFG. SPEC. SEE ARCH'L. O GYP. BOARD SEE ARCH'L. (OR T -BAR CEILING SEE ARCH'L) ® MAIN TEE BAR SEE ARCH'L. O CROSS TEE BAR SEE ARCH'L 0 MAIN TEE SPLICE PER MFG. SPEC. ® 12GA HANGER WIRE 45 (TYP) 12' -0 "" 0.C. FOR T -BAR & 8'- 0 "0.C. FOR DRYWALL CEILING SEE DET. 33/- O VERT. COMPRESSION STRUT 1 SEE 33/ NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/ 10 CHANNEL MOLDING ® ACOUSTICAL PANEL SUSP CLG. SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L. O GYP. BOARD SEE ARCH'L ® CROSS TEE BAR SEE ARCH'L. ®1 x4x18GA METAL STUD ® 4'- • 0.C. W/ 2 - #8 SCREW EA. END O TRANSITION CLIP PER MFG. SPEC. ® 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L 2` -0' MAX. Transition \ -CGp- NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING `SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) TYPICAL T -BAR CURVED ARMSTRONG DRYWALL GRID SYSTEM MODIFIED MAIN BEAM NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- ) ARMSTRONG ` DRYWALL GRID SYSTEM - 4' CROSS TEE ®3 #12 HANGER WIRE AS REQUIRED TO SUPPORT LOAD, OPTION: RUN STUD FROM TOP OF VAULT TO STRUCTURE ABOVE 0 TRANSITION CLIP PER MFG. SPEC. 0 ANGLE MOLDING ® GYP. • BOARD SEE ARCH'L. ® 1, 5/8x6x18GA' METAL STUD © 16" O.C. WHERE OCCURS SEE PLAN 0 VERTICAL BRACE AS REQ'D. PER MFG. SPEC. SEE ARCH'L. 1® 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L. ® SPLICE CLIP PER MFG. SPEC. ® VALLEY MAIN TEE PER MFG. SPEC. 0 CROSS TEE BAR SEE ARCH'L. ® GYP. BOARD SEE ARCH'L NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING : SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) (NO E• FOR WIRE TOP CONNECTION SEE DETAIL 19/- 0 #10 SCREW EA. FLANGE EACH STUD, TYP. 0 FINISH PER ARCH'L ®3 362S162 -33 ©16 "0.C. O (E) INSULATING CONC OVER POLYSTYRENE BOARD ® FOR CONC TOPPING OVER MTL. DECK USE 2- XALH32 ©12 "0.C. ® (E) MTL. DECK W/ CONC. TOPPING ® PL.18 "x6 "x14GA. 024 "O.C. � W/4 ' XALH32 TO (E) 0 20 GA. MTL. TRACK W/ METAL DECK 1 5/8" DEEP FLANGES 10 4- 410 SCREWS ©24 "0.C. CONT. TRACK TO 14GA. PL. DECK FLUTES PARALLE TO METAL STUD WALL TO METAL STUD WALL 1.>>-; =z TO METAL STUD WALL DECK CONN. NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ; ON 33/ -) SEE ARCH'L. O L4x4x14GA.x1' -6 "LG. USE 4 -#10 SCREWS TO (E)STEEL DECK ROOF USE 4- XALH32 SHOT PIN TO (E)STEEL DECK FLOOR USE 4- XALH27 SHOT PIN TO (E)CONC. PLANK ®2 METAL DECK, SEE PLAN FOR SIZE & WELDING ® OR # WELD C(1/ 6" 2 ") O METAL' STUD BRACE ® 4' -0" 0.C. 0 (E)CONC. PLANK METAL STUD BRACE CONNECTION TO DECK ® 20GA HUNG STUDS ® 16" O.C. (U.N.O.) SEE ARCH'L FOR ' SIZE 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L ® ACOUSTICAL PANEL SUSP CLG. SEE ARCH'L 0 L2x2x2OGA CONT. W/ #10 SCREW 0 16" 0.C. ()FOR FINISH SEE ARCH'L ® 16GA. METAL TRACK `BLOCKING TYP 0 #10 SCREW ® 16" 0.C. AT FIXED F. ® L2x3x2OGA CONT. W/ #10, SCREW ® 16 "' 0.C. TO METAL TRACK -TYP NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE `TABLE ON 33/ -) O TS6x4x1 /4 ®2 1 /4 "THK. END PL ®3 3 "o STD. PIPE COL: MIN. 8 "LG. ® C12x20.7x0' -6 "LG. AT 3 "0 STD. PIPE LOC. 5® (E)STEEL ROOF JOIST (N)A /C UNITS PER MANUF. O ADD NEW L2x2x1/4 EA. SIDE ( *IF D >6 ") ® (N) TS BEAM SEE PLAN METAL STUD BRACE CONNECTION TO DECK 11 MUIU 1!(i� . 111111 HUMPH U (N)TS ; BEAM SEE PLAN (E)JOIST GIRDER ®3 (E)CMU WALL ® (E)3 1/2"THK. CONC. TOPPING OVER 1 /2"THK. B DECK 0 (E)STL JOIST SEE PLAN ® (N)3/8 "x8 "xDEPTH OF JOIST GIRDER ®7 (N)1 /2"THK•xTOP CHORD ANGLE LENGTH x DEPTH OF JOIST, GIRDER O (N) TS BEAM SEE DECKING NOT SHOWN FOR CLARITY (E) BEAM ® (N) 4 -3/4 "0 A325SC BLOT ® (N) 3 /8"THK. STIFF PL. FIXED SIDE NONFIXED SIDE O 16 GA UNPUNCHED SLIP TRACK (2 1/2" FLANGES) W/ 1 1/4" x1/4" VENT SLOTS IN EA. FLANGES ® 1" 0.C. ® 6 "x 18 "x 12GA. PL. AT 4' -0" O.C. USE 2 - #10 METAL SCREWS TO EA. FLUTE AT ROOF (TOTAL OF 6) USE 2--XALH32 SHOT PIN AT EA. FLUTE AT FLOOR (TOTAL OF 4) 3® METAL STUD SEE PLAN STL BEAM SEE PLAN ® MTh DECK SEE PLAN ® (E) STRUCTURE ABV. /.4 ej.,//5/. AT • AN 3/16" V 8" 2 " -24" O 16GA CONT. METAL TRACK TYP. ® #10 SCREWS ©16 "O.C. CONN. TO STEEL DECK ROOF OR XALH32 ©24 "0.C. CONN. TO STEEL DECK FLOOR ® SEE ARCH'L FOR ONE HOUR WALL 10 FOR (E)CONC. PLANK USE XALH27 SHOT PIN ©16 "0.C. JOIST GIRDER PARTITION JOB NO. 09293 TYP. NON -.BRG SHEET NUMBER PARTITION 'C UNIT CURB 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. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 9 ST2 TYPICAL WIRE HANGERS, MAIN TEE BAR SEE ARCH'L. COMP. STRUT ® 4' -O" O.C. FOR FINISH SEE ARCH'L. NOTES: FOR DIMENSIONS SEE ARCH'L. FINISH SEE ARCH'L. NOTES: FULL HEIGHT WALL USE 6005162 -33 SEE DET. 2 /ST2 SUSPENDED WALL PRODUCE SALES TO MAIN Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 19' -0" B. ❑,D, NOTES: FULL HEIGHT WALL USE 6005162 -33 SEE DET. 2 /ST1 METAL STUD BRACING FRAMING SEE NOTE BELOW NOTES: FOR DIMENSIONS SEE ARCH'L. NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 0 16" O.C. ' U.N.O. 2. BRACING 3625162 -33 © 32" O.C. 3. ALL STUDS CONNECTION USE 4 - #10 SCREWS ,TYP. 4. ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE 362T150 -33 NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 0 16" 0.C. U.N.O. 2. BRACING 3625162 -33 0 32" O.C. 3. ALL STUDS CONNECTION USE 4 - #10. SCREWS TYP. 4. ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE 362T150 -33 NOTES: FOR DIMENSIONS SEE ARCH'L. METAL STUD FRAMING SEE NOTE BELOW 12" STEEL TRACK 'TYP 10' -8 • A,F.F. EELS. 19' -0° A,F,F, B, ❑,D, NOTES: FOR DIMENSIONS SEE ARCH'L. w ,, • 'N N 0 W PI c O R QB N 1 00 -, •- F w N C 7:-", U 19' -0° A.F.F. B, ❑,D, METAL STUD BRACING FRAMING SEE NOTE BELOW PER PLAN WIRE HANGERS, TYPICAL NOTES: FULL HEIGHT WALL USE 6005162 -33 SEE DET. 2 /ST2 NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 0 16" 0.C. U.N.O. 2. BRACING 3625162 -33 0 32" O.C. 3. ALL STUDS CONNECTION USE 4 - #10, SCREWS TYP. 4. ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE 362T150 -33 CONTINUE WALL FINISHES TO 6" ABOVE CEILING METAL STUD FRAMING AND BRACING, SEE NOTE BELOW 8" MAX. CONTINUE WALL FINISHES TO 6" ABOVE CEILING NOTES: FOR DIMENSIONS SEE ARCH'L. STEEL STUB FRAMING PER STRUC URAL CODE IEWED F APPROVED ROVED APR 092010 City of Tukwila BUILDING DIVI,SInA► 9' -0 A.F.F. F, ❑,S, 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE FOR FINISH SEE ARCH'L. SEE ARCH'L. FOR FINISH SEE ARCH'L: METAL STUD FRAMING AND BRACING, SEE NOTE BELOW OR FINISH SEE ARCH'L. NOTES: FOR DIMENSIONS SEE ARCH'L. ' -11 1/2" 3/8" DIA. ROD 0 6' -0' O.C. W/1/2" DIA. STD. PIPE SEE ARCH'L. 3 PLYWOOD L L6x4x5/16 CONT. TYP #14GA CLIP ANGLE W/ 3 - #10 SCREWS TO STU' (WELD TO ANGLE) . 7' -0° A.F.F. F.O.S. 10" STEEL TRACK STEEL STUD FRAMING PER STRUCTURAL METAL STUD FRAMING AND BRACING, SEE NOTE BELOW NOTES: FULL HEIGHT WALL USE 6005162 -33 SEE DET. 2 /ST2 STEEL TRACK ROD AND NUTS TO BE SUPPLIED BY INSTALLING HANGING ANGLE IS PRE- PUNCHED AT FACTORY CONTRACTOR ALSO USED WITH TYPE 2 HOOD MODELS VHB & VHB -G NOTES: FULL HEIGHT WALL USE 600162-33 SEE DET. 2 /ST2 NOTES: 1 VERT. & HOIRZ. STUDS 3625162 -33 0 16" O.C. U.N.O. 2. BRACING 3625162 -33 0 32" O.C. 3. ALL STUDS CONNECTION USE 4 - #10 SCREWS -TYP. 4. ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE 362T150 -33 FOR FINISH SEE ARCH'L. 3" MIN. AIR GAP :SE REFRIG. DWGS. CORNER HANGING ANGLE DETAIL FOR FINISH' SEE ARCH'L. NOTES: FULL HEIGHT WALL USE 600162 -33 SEE DET. 2 /ST2 NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 0 16" O.C. U.N.O. 2. BRACING 3625162 -33 0 32" O.C. 3. ALL STUDS CONNECTION USE 4 - #10 SCREWS TYP. 4. ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE 362T150 -33 3" MIN. AIR GAP . DWGS. REFRIG. DISPLAY ` CASE, FURNISHED & INSTALLED BY OTHERS. COORDINATE W /REFRIG. CONTRACTOR NOTES: VERT. & HOIRZ. STUDS 3625 162 -33 0 16" O.C. U.N.O. 2. BRACING 3625162 -33 0 32" O.C. 3. ALL STUDS CONNECTION USE 4 - #10 SCREWS TYP. 4. ' ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE 362T150 -33 0, -0 FIN, FLR, 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ' ONE BELOW HANGING ANGLE SEAFOOD & MEAT SUSPENDED WALL AT PRODUCE SALES NOTES: FOR DIMENSIONS SEE ARCH'L. SALES AREA NOTES: FULL HEIGHT WALL USE 6005162 -33 SEE DET. 2 /ST2 STEEL HANGING ANGLE METAL STUD FRAMING AND BRACING, SEE NOTE BELOW ROD AND NUTS TO BE SUPPLIED BY ' INSTALLING CONTRACTOR HANGING ANGLE IS PRE-PUNCHED AT, FACTORY ALSO USED WITH TYPE 2 HOOD MODELS VHB & VHB -G MIDDLE HANGING ANGLE DETAIL / / / / / / O 0/ / / / / / / / /0/ / / / / // 19' -0° A.F.F. 19' -0p A,F,F B, ❑,D METAL STUD BRACING FRAMING SEE NOTE BELOW STEEL STUD F MING PER STRUCTURA NOTES: FOR ADDITIONAL INFORMATION SEE ARCH'L. & MECHANICAL DRAWINGS. FOR CLG. CONN. USE DETAIL SEE 8 /ST2 SIM. 12' -6° PRODUCE SALES CLG. LINE FOR FINISH SEE ARCH'L. + + moms Imp 12' -6 1/ ' A.F.F. PRODUCE SALES CLG, LINE 12'-6' A,F.F, PRODUCE SALES CLG, LINE FOR FINISH SEE ARCH'L." 3/8" DIA. ROD 0 6' -0' O.C. W/1/2" DIA. STD. 0D PIPE SEE ARCH'L. � SUSPENDED CEILING, SEE ARCH'L METAL: STUD & BRACING'` FRAMING SEE NOTE BELOW X" PLYWOOD METAL STUD BRACING FRAMING SEE NOTE BELOW METAL STUD FRAMING SEE NOTE BELOW 9 WIRE HANGERS, TYPICAL 10" STEEL TRACK o ' -0 A.F,F, F.O.S. 7' -0" A.F.F. F.O.S. METAL STUD FRAMING AND BRACING, SEE NOTE BELOW NOTES: FOR DIMENSIONS SEE ARCH'L. -STEEL STUD FRAMING PER STRUCTURAL 10" STEEL TRACK NOTES: VERT. & HOIRZ. STUDS 362S162 -33 0 16" O.C. U.N.O. 2. BRACING 3625162 -33 0 32" O.C. 3. ALL STUDS CONNECTION USE 4 - #10 SCREWS TYP. 4. ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE 362T150 -33 FOR FINISH SEE ARCH'L. METAL STUD FRAMING SEE NOTE BELOW EXPANSION JOINT TYP 3" -MIN. AIR GAP G. DWGS. NOTES: FOR DIMENSIONS SEE ARCH'L 13' -6" A,F,F F. ❑.S NOTES: FULL HEIGHT WALL USE 6005162 -33 SEE DET.2 /ST2 NOTES: 1 VERT. & HOIRZ. STUDS 362S162 -33 0 16" O.C. U.N.O. 2. BRACING 3625162 -33 0 32" O.C. 3. ALL STUDS CONNECTION USE 4 - #10 SCREWS TYP. 4. ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE 362T150 -33 FOR FINISH SEE ARCH'L. FOR FINISH SEE ARCH'L. FOR FINISH SEE ARCH'L. RECEIVED CK MAR 3 1 2010 PERIF0OWF.R6h F, ❑.S._ METAL STUD FRAMING SEE NOTE BELOW FOR FINISH SEE ARCH'L. NOTES: FULL HEIGHT WALL USE .6005162 -33 SEE DET. 2 /ST2 NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 0 16" O.C. U.N.O. 2. BRACING 3625162 -33 0 32" 0.C. 3.. ALL STUDS CONNECTION USE 4 - #10 SCREWS TYP. 4. ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE _362T150 -33 3" MIN. AIR GAP • DWGS. NOTES: FOR DIMENSIONS SEE ARCH'L G. DWGS. NOTE: SEE DETAILS 6/- FOR ADDITIONAL INFO NOTES: 1 VERT. & HOIRZ. STUDS 3625162 -33 0 16" O.C. U.N.O. 2. BRACING 3625162 -33 0 32" O.C. 3. ALL STUDS CONNECTION USE 4 - #10 SCREWS TYP. 4. ALL CORNERS USE 2x2x2OGA 5. ALL TRACK USE 362T150 -33 alk 12' -6" A.F.F, F, ❑,S, FOR FINISH SEE ARCH'L. HmiuiU{AIWNR 0,-0" FIN. FLR. FAN; `FLR..° 0, -ON FIN. FLR. FIN. FLR, Y JOB NO. 00-00-00 09293 P ` SHEET NUMBER` SUSPENDED WALL AT PRODUCE SALES SUSPENDED WALL AT MAIN SALES AREA SUSPENDED WALL AT PRODUCE SALES 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. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 DEMOLITION FOUNDATION NOTES: 212' -11° FIRST CUT SEE DETAIL 3/- SECOND CUT SEE DETAIL 5/ 30' -5 1/2' 28'-0' 28'-0 40' -0 28' -0 °. 7' -9' 1 FOR DIMENSIONS AND CONDITIONS NOT SHOWN SEE ARCH'L DWGS. AND VERIFY IN FIELD. 2. SEE STRUCTURAL GENERAL NOTES IN SHEET ST -1. 3. FOR FLOOR DEPRESSIONS, CURBS, UNDERFLOOR DUCTS, CONDUITS, ETC., SEE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DWGS. 4. FOR FINISH F LOOR ELEVATION, SLOPE, DRAINS, SEE ARCH'L DWGS. 6. TYPICAL DETAILS NOT SHOWN, SEE SHEET ST -1. DEMOLITION FOUNDATION NOTES (E) #4018 "0: 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 0 rantstairierassie IP. 111:119171. LI APPROVED APR 0 9 2010 City of Tukwila BUILDING i 9 ' U SAW CUT EXISTING SLAB E -W DIRECTION, SHALL NOT EXCEED DIMENSION SHOWN, DO NOT OVERCUT CORNERS, (FOR N—S DIRECTION REBARS MAY CUT) 0 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 0 FOR E —W DIRECTION EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP (E) E -W DIRECTION REBAR BENT UP TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. FIRST CONC (E) #4 CAD 18" O.C. (E) TOP REBAR SEE EXIST'G. DRWS. r A 4' -0" (U.N.O. SAW CUT. EXISTING SLAB E —W DIRECTION, SHALL NOT EXCEED DIMENSION SHOWN, DO NOT OVERCUT CORNERS, (FOR N -S - DIRECTION REBARS MAY CUT) CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA FOR E -W DIRECTION EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP (E) E -W DIRECTION REBAR BFNT UP TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. NOTES; 1. THE REMOVE EXISTING SLAB LOCATION FOR NEW UNDERGROUND PIPING, THE REMOVED LOCATION SHOWN ARE FOR REFERENCE ONLY, THE CONTRACTOR SHALL PROVIDE ACTUAL LOCATION AND DIMENSIONS FOR WORK ON ' UNDERGROUND PIPING.. ALL WORK SHALL CONFORM TO CITY, STATE, AND FEDERAL REGULATIONS: 2. ALL TEMPORARY SHORING SHALL BE DESIGN AND WET SIGN STAMP BY A REGISTERED WASHINGTON STATE CIVIL /STRUCTURAL ENGINEER. NORTH DATE 00-00-00 JOB NO. 09293 n%\oatonin SHEET NUMBER 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. DEMOLITION 1 ST FLOOR PLAN SCALE NOTES D1.0 a 2 H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10