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Permit D10-019 - WESTFIELD SOUTHCENTER MALL - VALERIO'S BAKERY - TENANT IMPROVEMENT
VALERIO'S BAKERY 1368 SOUTHCENTER MALI. STE 150 D10 -019 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: / /wwwci.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.: D10-019 Occupant /Tenant: VALERIO'S BAKERY Building Address: 1368 SOUTHCENTER MALL, SUITE NO. 150 Parcel No.: 9202470010 Property Owner: WEA SOUTHCENTER LLC BSIP TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Use: BAKERY Occupancy Group /Division: B Type of Construction: IIB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 13 BUILDING OF 7 (7 /zolo DA 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: / /wwwci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1368 SOUTHCENTER MALL TUKW Suite No: Permit Number: D10-019 Issue Date: 04/16/2010 Permit Expires On: 10/13/2010 Tenant: Name: VALERIO'S BAKERY Address: 1368 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC BSIP Address: TOTAL 13 PARCEL NUMBERS , 2010 NEW PLAT MAJOR 920247 00000 Phone: Contact Person: Name: BILL BEEBE - NADEL ARCHITECTS Address: 1990 S BUNDY DR 4TH FLOOR , LOS ANGELES CA 90025 Phone: 310 826 -2100 Contractor: Name: TILTON PACIFIC CONST INC Address: 4150 CITRUS AV , ROCICLIN CA 95677 Phone: 916- 630 -7200 Contractor License No: TILTOPC909CP Expiration Date: 02/16/2012 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR BAKERY Value of Construction: $140,000.00 Fees Collected: $2,977.64 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: I1B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -10/06 D10 -019 Printed: 04 -16 -2010 City oftukvvila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10 -019 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: ,t), ILL Q.& Date: 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 th perfo . . % of work. I am authorized to sign and obtain this development permit. Signature: Print Name: 11- (A Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10106 010 -019 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 TUKW Suite No: Tenant: VALERIO'S BAKERY Permit Number: D10 -019 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: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: 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. 8: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 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: 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. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. doc: Cond -10/06 D10 -019 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 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75 or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 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 1FC 906.9) 22: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 23: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the 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) 25: 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) 26: 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) 27: 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) doc: Cond -10/06 D10 -019 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: 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) 29: 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) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: 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) 32: 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) 33: 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) 34: 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) 35: 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) 36: 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. 37: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2050) 38: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) (Walk -in coolers /freezers and permanently installed reach -in coolers included.) 39: 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) 40: 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 sprinlder doc: Cond -10/06 D10 -019 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 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) 41: U.L. central station supervision is required. (City Ordinance #2050) 42: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 43: Radio repeater equipment to be re- installed, maintained and tested. A pre -test tis to be conducted prior to fire department testing. 44: 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. (All fire alarm components will be tied to the main mall fire alam panel.) 45: The reset code for the fire alarm panel or keypad shall be 1- 2- 3 -4 -5. The reset code shall not be changed without approval of the Fire Marshal. The reset code should be permanently posted at the keypad. (City Ordinance #2051) 46: 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.) 47: 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) 48: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 49: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 50: 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) 51: 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. 52: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) (Post suite number per approved Westfield standards.) 53: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 54: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 55: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 56: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at doc: Cond -10/06 D10 -019 Printed: 04 -16 -2010 (206)575 -4407. • 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 * *continued on next page ** doc: Cond -10/06 D10 -019 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: Date: lin 0 Print Name: 4 ee-e V S doc: Cond -10/06 D10 -019 Printed: 04 -16 -2010 CITY OF TUKWILA• Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. eo i0 Q '(1. Mechanical Permit No. M 1p" 009 Plumbing/Gas Permit No. �V 10- 00 (p 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 35q700- 0)-3/40 King Co Assessor's Tax No.: QZ71OI 0 Site Address: 4/8 SD 'L- Suite Number: Floor: ,/j` I 1 Tenant Name:_ V/% New Tenant: Yes ❑ ..No Property Owners Name: v,e6T-rp �Db Mailing Address: PhD/ il//M Li f }- state Zip City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: f�) iL d ///J t/ Day Telephone: �% o 1.- 8 7.46 f / Mailing Address: / a �� DUNF l PP q- /� ^ City estate Zip E -Mail Address: 13 eittP� t zz /" / Fax Number:3) 0 ' [.� 2b '"a) GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: "rep Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: ja t Mailing Address: )110 . B Urvp y J 4- a5 PI '. 9Dt 2 City State Zip Contact Person :15 %� Day Telephone: ) 0 ��,2& z...1 or) Fax Number: y O'- 23G46— 2» E -Mail Address: ENGINEER OF RECORD - Alf plans must be wet stamped by Engineer of Record Company Name: N Mailing Address: d O -49)-8 A %; A- r �t City State Zip Contact Person: A4) I tA/`t 4 Day Telephone: " * 'B P•167- �/ Fax Number: b /46 809 E -Mail Address: B Z Page 1 of 6 H:\Applications\Fottns- Applications On Line\2009 Applications \1 -2009 - Permit Application.doe Revised: 1 -2009 bb Soli 1 Valuation of Project (contractor's bid price): $ OD O Existing Building Valuation: $ Scope of Work (please provide detailed information): )44J47` Jr )f . 9 ° 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 . Existing 'Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l" Floor 74/ 3, * s 0 M 2°d Floor / 46 /34 N. er '4' 15¢el` 3rd Floor J Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport . Covered Deck t . Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: _L%�� . Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: pr;:er �L) Vii' jti Sprinklers r 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:\Applications\Fotnts- 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): j Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District i% ... ukwila ■ ...Water Availability Provided Sewer District 111,Tukwila ❑ ...Sewer Use Certificate ❑ ...Water District #125 ❑ .. Highline ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection ❑ . ❑ . ❑ . ❑ . ❑ .. 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 Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpphcanons\Fmms- Applications On Line12009 Apphcations \t -2009 - Permit Apphcanon.doc Revised: 1 -2009 bh Page 3 of 6 • • MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T 7 Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ i iii 612/3/ Scope of Work (please provide detailed information): f%V ,fir � geA ga '� I-4-61)4 Ali-- witkiptetz Af4 PTV PC-Pi Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .. Replacement .... ❑ Fuel Type: Electric ❑ Gas... Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU n Evaporator Cooler Diffuser 3 15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 1 Thermostat 1 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 3 30 -50 HP /1,750,000 BTU Appliance Vent ' Hood and Duct i / Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM / Incinerator — Comm/Ind H:Wpplications\Fomu- Applications On Line\2009 ApplicationsU -2009 - Permit Application.doc Revised: 1-2009 bb Page 4 of 6 PLUMBING AND GAS PIPIN( ERMIT INFORMATION - 206 - 431 -3690 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: i City State zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $_ _ Scope of Work (please provide detailed information ` e . 14,VDD W %• 1121,6 Building Use (per Int'1 Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory ) Wash fountain Receptor, indirect waste Sinks Urinals Water Closet ) / Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment 1 ` Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:\Applications\Fonns- Applications On- Line\2009 Applications \1 -2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: )4."-v 462 / 3 826 —�jCo Print Name: 6 � L L ' "�ip9 Day Telephone: v/ P% �q Mailing Address: � elJNI' T f�f^ �`j^fL LD %19402. City State Zip IDate Application Accepted: Date Application Expires: Staff Initials: H:Wpplications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bb Page 6 of 6 CitfOof Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: //vww ci. tukw ila. 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 Cit, of Tukwifla. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http. //www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R10 -00127 Initials: WER User ID: 1655 Payee: DUKWILLA SEAFOOD CITY Payment Date: 01/26/2010 Total Payment: 1,414.62 SET ID: 0126 SET NAME: PHAf Cam` SET TRANSACTIONS: Set Member Amount D10 -019 EL10 -0053 M10 -009 PG10 -006 TOTAL: 1,183.58 109.13 72.56 49.35 1,183.58 PAYMENT RECEIVED TRANSACTION LIST: Type Method Description Amount Payment Check 1007 1,414.62 TOTAL: 1,414.62 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.322.100 000.345.832.00.0 000.345.830 TOTAL: 12.34 109.13 1,293.15 1,414.62 INSP ' ION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V2" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t: Type f Inspeclpn: Address: I oE" Sc— Al ' Date Called: Special Instructions: Date Wanted: --( 0 p.m. Requester: Phone No: q(( - 40 fl Z— PI 442. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: v:-t ( ►gtF-� r. tit Aiwa t c 0. 0 REINSPECTION FE REQUIRED Prior to inspection, fee must be ai at 6300 Southcenter lvd., Suite 1 0. Call to schedule reinspection. Date: Rec i . t No.: Date: 0 INSPECTION RECORD Retain a copy with permit D/010/ INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: V91Prm, 8if4 /' Type of Inspection: Address: /36 & s. t' 1r/ Date Called: C/e,— .2 y /63 Special Instructions: '/t/Ve' % - vf,r A) L , 144 J Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: S7/-S/-fAJa.d +'iWill/ — 0PA4/61f a..) Fa Ain/ Iti,e, - AA,199 /dVed. t _EAJJ - '/t/Ve' % - vf,r A) L , 144 J / ./ spect Date: .00 REINSPECTION FE REQUIRE'. Prior to inspection, fee must be id at 6300 Southcenter : lvd., Suite 100. Call to schedule reinspection. eceipt No.: Date: I ION NO. INSPECTION RECORD Retain a copy with permit Of 0 -019 PERMIT NO. CITY OF TUKWILA BUIjDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Vt lr & lR t O B A k R v Type of Inspection: • /� %•'. 5-cis . c.e ! ( d \. �.7 Address: 1 3 (o SC UAM I Date Called: Special Instructions: Date Wanted: / _ ^/ �j� / a.m. (.p r -7 f f Q diJ °4°A Requester: Phone No 11(0 -4(2 --021 EiApproved per applicable codes. 'orrections required prior to approval. . .. COMMENTS: i-ptc(cf Date $, 0.00 EINSPECTION FEE R QUIRED. 'rior to inspection, fee must be p: id a 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. Recei 0.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje t: a Type of Inspection: Address: I ) (0 Y S L n-({ Date Called: Special Instructions: Date Wanted: 14I -ES' ` !0 Requester: Phone/4o: q / ( -Fos-- (;;�1 v a rS ❑ Approved per applicable codes. Corrections required prior to approval. COMMENT S: dflo /fir%'/ p41/ / Date:` 0 REINSPECTION FF E REQUIRED. Prior to inspection, fee must be at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: !• • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 DID -0/Y Proj�ectt: 1,47ko —, a s '!g �° Type of Ins ection: 4/77 -mss Address: /V#4- Date Called: -7/0 Special Instructions: Date Wanted: C - a. -/Q Calnir p.m. Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. / COMMENTS 4, ,,,L.4.1=7"-- 4,rve•c% . s,-. /•0-77 -7/0 L./ .r 5,y ,,„,,rc %r _..2:,1/6, f•4.9) ./1 ■ In pector: Date:`` REINSPECTION F E REQUIRED. Prior to inspection, fee must be at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Rec pt No.: Date: �,¢ INSPECTION RECORD 6/0_ 0 ly `'" Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '1' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ec : 1 tt .1 S R or y ( Type ofIns t4 , F-1 it / co e ( c `r,rL ./ Address: 13(0Y Se Mkt) Date Called: Special Instructions: Date Wanted: 2--/ D a.m. p.m. Requester: Phone 1 o— Ge t I 1 .. D 6 f VII Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: S J Isf 1..f e ( c `r,rL ./ uki* k e.„,6,,. ,-- 4-A--,i0 s ,-C-; y 0--, E.F. r_. --c) , L tts, (f j Inspectfor: Date: / _ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • INSPECTION NUMBER N R'ECO'RD etain. °a.copy with permit 66? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East,-Tukwila, Wa. 98188.. 206- 575 -4407 Project: • UfA [ . r .0. "� r Type of Ins ection: (�"� Mi "� ' ' r r-e. yr a i p� L- Address: 5,c 12443 Suite #: f 5 a AA,,3.- Contact Person: '4/110 _ Special Instructions: Pre -Fire: P h one No.: Approved per applicable codes. , Corrections required prior to approval. COMMENTS: Sprinklers: + Fire Alarm : . '. Monitor: Pre -Fire: Permits: Occupancy Type: Me d " ,i)-A L — o1�. 7-171/0 __lam✓ 5e a wcorf_ cve-e. ' -. 4 "Et; !YP 103 _-.-P+ tA-- . 117 ;'"' ;/I-I ',•..'.. •..- . •.•... .f.e-72.— -,.. kt...+ re Alt dc la 14 ?_- %r9Ai 0 .t+1rrai►c -4 Needs Shift Inspection: Sprinklers: + Fire Alarm : Hood & Du ct: '. Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - � + 4 • Date: 7/911,11 Hrs.: I . . $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form. oc 1/13/06 • T.F.D. Form F.P. 113 kl INSPECTION RECOR Retain a copy with permit INSPECTION NUMBER • D PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East; 'Tukwila, Wa. 98188 206 -575 -4407 !Project: to 1 , o 5 Type of Inspection:: &A d Address: 1314 5e. 144A i I Suite #: -iiiier r s-a Contact Person: - . g 1 r 706- rape. - a4yo Special Instructions: Phone No.: t,„,,,,/714. y(J i i%►. Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - A/ 1 if P ►,te !mod 5 er ht 4 t,„,,,,/714. y(J i i%►. - % r u 11/4•t *IL J "14 i4Z 6i 4r app /ao w t .e3 4...." 4010.4e /J0 Ptad_ 4>y4 s, N 50 446 for p ,‘,1.-bie'. oi_ "94 Aka ,. Ul �- tAx#4.s .,.`l 4.N 0k 1.31 1.. et, . alput. t4 °L , C.... Li.e �i, �,± a9awv. d� P5 tk 11 S r g /Se 1+ 1a+si t..,.., ok- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - Permits: - Occupancy Type: Inspector :' % • F wt. '5 y Date: it 17 ) , © Hrs.: , n $80.00 REINS ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call. to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 . T.F.D. Form F.P. 113 INSPECTION 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: 11 a ( .' ' , Type / of Inspection: Y tt r vi •T ci.e..v Cori, , y'.1/tl.il../ ci�t1 , r'4' -- _Y„ActIZ Address: 116, 53 5( , vvb 11 Suite #: ti qo / . Contact Person: A to 0 Special Instructions: _ o , 5,1)r ;01c Phone No.:16_-72 Approved per applicable codes. F7Corrections required prior to approval. COMMENTS: ' , Sprinklers: Fire Alarm: iii • Hood & D uct: c/4 r „i A L. o , 5,1)r ;01c k..,/ f a je--,... cif_ 5p, on., 1 4-v v►a) o Occupancy Type: li 5 irk) - i�5 ezkJ SP hJ c;, s '� Jr' 40 e ael c- ..5, ;p 4. - /S A- 4,„..44-- ,„ , 4 . Od 0 1•4 4 .7A r'%Q 4” /9•G�ol. yea+ -- - !, 4,17 - - - - -- - — - I A4-- I/ I 4-4( I .s.1; X A 4' 44-6141 . Needs Shift Inspection:. ' , Sprinklers: Fire Alarm: iii • Hood & D uct: Monitor. . 5- Pre -Fire: Permits: / Occupancy Type: Inspector: ' , • .- Jj iii • Date: 4 er/' .Hrs.: . 5- plie 0.00 R IN PECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule, a reinspection. • Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 / INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ot't –1-1-1- I'll 110 V %of • IA. ••• worm./ • .•..........., . ..... .. ........ ‘ 1 Project: , . ,, ( ,-“,,,, c - 1 Type of Inspection: ' '''' L P.' f..f.P i •.- / LP... ,Pv, , Li Fire Alarm: Hood & Duct: Address: - ( , _ , Suite #: Contact Person: I ' I ,.. ii .., ) Permits: r 17( Special Instructions: Phone No.: q pi 4 _ 3,4,-,, -7 flApproved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: ..... _ p,,,:..,,_,,,,, , -/ L.-,,f , i /6-3“:-..)-06 7 , Al) -7F--6, 76r , , i 4 i .v i ,..f k..4A ,—, C--.:,-K : (71i1 i.zA 4 1..c,- r .?,„ . I7 ,, ....)1,-,,,,..„-_,_,-2 2; , ,- ,....)--r ..,-.•..4 ' : : .,„..) R.i; !, i 0- 1....,:, ..,,, i„.y - 7::. I , • 1 „-.;,' '•::::: i )v. ( I. . ' , , ;'. , ,1, K I-i,....,,— ,,- e (,.. ''''; L'i i I 1 7'; / P1 e Pf..4; V2. jiLL--,0. , i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire: Permits: Occupancy Type: k_Inspector: - - . I Date: v v ;)^ Hrs.: $80.00 RNSPECTION 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 === azan & 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 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 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION Plitt-COPY Permit No ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS For Seafood City Supermarket 1368 Southcenter Boulevard Tukwila, Washington Architect Nadel Architects 1990 South Bundy Drive, 4th Floor Los Angeles, CA 90025 (310) 826 -2100 to old 29407.00 RECEIVED JAN 26 2010 ti PERMIT CENTER 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: anti 688©paebell.net 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 Seafood City Supermarket 1368 Southcenter Boulevard Olympia. Washington STRUCTURAL CALCULATIONS SHEET INDEX 1. Seismic Information 2. Hanging Ceiling Design 3. First Floor Slab Cut and Infill 4. New Mechanical Units Support 5. East Side Sign Design Joe No. By DATE SH. OF 29407 S -1 - S -3 H -1 - H -12 F -1 - F -6 MA - M -10 SG -1 - SG -18 A 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 .sg-15/4)c. zvFog--1-* oij Conterminous 48 States ' 91'K ; "/tirto1- 7O , 2005 ASCE 7 Standard Latitude = 47.4648 Longitude = - 122.2642 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.438 (Ss, Site Class B) 1.0 0.493 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4648 Longitude = - 122.2642 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.507 Period Sa (sec) (g) 0.2 1.438 (SMs, Site Class D) 1.0 0.743 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4648 Longitude = - 122.2642 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.507 S �} Period Sa (sec) 0.2 0.959 Ds, Site Class D) 1.0 0.495 D1, Site Class D) 5 Lat - Long Finder: This page helps you find Latitude and Longi... Page 1 of 1 ;Satellite Signals : How do I find my lat and long ? . What is my latitude and longitude ? • SINe dale 'RIF -land . rrton Belle • Mercert. w. lsgeQuatf; Latitude and Longitude You Don't Need a GPS R' Nexus One by Google Shows Maps w/ Navigation & Street View. View Site Ads by Goog[e Instructions to determine your latitude and longitude: Practice first. Put your mouse cursor near your A: location and double click or just drag the Fanclty map. The map display will move so that the selected point is in the centre. The latitude and tR -;ue; 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 ='50011 ba alor-e- adelaide"lagos - -1 v'erpool Centre the map around 1368 southcenter blvd tukwila wa r Kent .• 4„,? ,Maple • CovirigtoiileY,. • Federal t Auburn • ' -- ela Unive{rs N1:11 . 4 sotdp ; .. Map data ©2009 Gclp Latitude = 47.4648, Longitude = - 122.2642 Lat = 47 degrees, 27.9 minutes North Long = 122 degrees, 15.9 minutes West (Optional) Pointing angles to satellite orbit longitude 13 East Hotbird Ignore the satellite pointing angles until you are familiar with finding your latitude longitude location. If you want dish pointing select the satellite and click the map afterwards. Possible problems with this page: Do page refresh if you do not see 6 square navigation boxes (north /south /west /east navigation and + /- on the left and 3 rectangular boxes at the top of the map. Firefox: If you get a "Warning - Unresponsive Script ", click "Continue ". It is OK and will take just a few more seconds to complete loading the map. If it takes ages to load check your browser caching is turned on. There may otherwise be multiple attempts to download all the map markers. I am reducing the number of my map markers as the basic satellite map database has more towns and cities added. o refine t e accuracy o '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 recalculate the pointing angles) • Ads by Goonle Asia Map Driving Maps Map Finder Highway Map Free GPS Map Latitude is North - South ( up and down ! ). Longitude is West - East ( sideways !). Latitude is zero on the equator and positive in the northern hemisphere and negative in the southern hemisphere. Longitude is zero on the prime meridian - home of Greenwich Mean Time and is positive to the east, across Europe and Asia. Longitude is negative to the west, across the Atlantic and the Americas. Read about the history of latitude and longitude. Further explanation of latitude and Longitude from National Atlas (USA) Write down your lat/long location co- ordinates for future reference. Try comparing with your sat -nav GPS navigator tracker receiver position ?. 27th April 2006: GPS sat-nay map type display is now added. The whole map system has been upgraded to Version 2 which now includes detailed street maps for UK, France, Spain and Europe road maps with towns - even in Hungary, which suits me for my cycling holidays!. 6th June 2006: I have added satellite dish angle calculation. Its use is optional. Select the satellite you want to see and then doubleclick on the map. Go to maps to see an index page with a listing of all the map pages. Tell me if you want a page made for your country. SAT -NAV GPS Navigation links, to my satellite dish pointing angle calculator or to explanation of latitude SAT -NAV GPS from Amazon USA, and longitude from Amazon UK, prices in US dollars 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.satsie .net/mans /lat -long- finder.htm 1/18/2010 t ANF & ASSOCIATES Consulting Structural Engineers i Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anf1688Qpacbell.net 9420 Te'star Avenue, Suite 118, El Monte, CA 91731 Fuguil 6.1€_,wc, ixc ,Wii) Joe No. By DATE SH. OF 1 ti Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688 ®pacbell.net 9420 TelstarAvenue, Suite 118, El Monte, CA 91731 c5i6o/f 03;m4m JOB No. By DATE Sw. OF 6rn--z 0151 Arc 7 izoLe 13.,s Of, /, er--- r pp f '3 WP FK 51) h69 fp = o \ / /, v1/44 l� 0,3z. 14. .. Fp=I/ Par 6 u c 5z, /Rig wko Lolly ove mg:.) 1 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 • 4W c-N Lo vvtrice6c w k&. It U #)2- @ ''a taA Joe No. By DATE SH. OF 145-E 1 c GW k � CLar •� CGL 7 ESi_1t +10" ef 4:ri 17-61r fr/Z. wo-t, frt5 9 (L 1FG. SPEC. TRANS CLIP G. SPEC. NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- TYPICAL CLG. CABANA SUPPORT 8 O1 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. O GYP. BOARD SEE ARCH'L. O MAIN TEE BAR SEE ARCH'L. ® CROSS TEE BAR SEE ARCH'L. OS 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 0 CHANNEL MOLDING 0 ACOUSTICAL PANEL SUS SEE ARCH'L. 0 MAIN TEE BAR SEE ARC 04 GYP. BOARD SEE ARCH O CROSS TEE BAR SEE A O 1 ix4x18GA METAL STU O.C. W/ 2 - #8 SCREW O TRANSITION CLIP PER MFG. SPEC. ® 12GA. HANGER WIRE PE SPEC. SEE ARCH'L. • NOTE: DETAIL SHOWS GENERAL C ALL ADDITIONAL PARTS RE BE PER ARMSTRONG CEIU REQUIREMENTS AND SPEC r -BAR CURVED CEILING 15 TYP T -BAR CEILING (� TYP MFG. #10 SCREW EA. FLANGE EACH. STUD. TYP. ©(E) MTL. DECK W/ CONC. TOPPING r ' 1 'Jn rA ken TR .(K W PL. 8 "x6 "x14GA. ®24 "O.C. W/4 XALH32 TO (E) . 4CreI nrry Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers il: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 vv I PI 6/1-' 4/?(4tree--= 113*N41- r6 lATZ o Joe No. By DATE SH. OF LoAp I t z+ , : 1 f? W6t.L V-Ot 12' ' ` ' C- SIT 21 -0 1'14,X i (2..0U)D. Wit/6 or P/Imo.. 4t-0 07-1-15t SUSPENDING EILING WIRE TOP CONN. DETAIL 0 ARMSTRONG DRYWALL GRID SYSTEM MAIN BEAM 02 ARMSTRONG DRYWALL GRID SYSTEM RADIUS CLIP O3 ARMSTRONG DRYWALL GRID SYSTEM CROSS TEE 9 NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS WIRE TOP CONNECTION DETAIL 19/- DETAIL i t Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers eat1688@l acbell.net 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 7,; s�z yz.)(4- covir 6 (It 5f115)Oxf41 6b4t Joe No. By DATE SH. OF < 64, PK 4 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 E -mail: anf1688 ®pacbell.net Consulting Structural Engineers 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 4 5�3 Joe No. By DATE SH. OF S 4 sl L 4/s, SEE STRUCTURAL F TION DETAILS Vi LIGHT FIXTURE, SEE ELECT. DWGS. STEEL STUD FRAMING AND BRACING, PER STRUCTURAL 19' -0' A.F.F. F.D.S. WIRE HANGERS, TYPICAL CONTINUE WALL FINISHES TO 6" ABOVE CEILING 13' -6' A.F.F. MAIN SALES CLG. LINE SUSPENDED CEILING. SEE A -2.0 %" GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE 1 1/2" MIN. AIR GAP 10" STEEL TRACK Ws" GYPSUM BOARD. (TYP.) COLOR & FINISH PER SCHEDULE BRIG. DWGS. REFRIG. DISPLAY CASE, FURNISHED & INSTALLED BY OTHERS. COORDINATE W /REFRIG. CONTRACTOR 7' -0' A.F.F. F.D.S. 0' -0' FIN. FL R. %i3 SUSPENDED WALL AT MAIN SALES AREA REF: 12/A2.1 4 TZ 19' -0' A.F.F. F.D.S. d rsfoeigm 11 1/2" I2' -6' A.F.F. PRODUCE SALES CLG. LINE SUSPENDED CEILING, SEE A -2.0 LIGHT FIXTURE, SEE ELECT. DWGS. 7¢" PLYWOOD 10" STEEL TRACK STEEL STUD FRAMING PER STRUCTURAL 7' -0' A.F.F. • F.O.S. %" GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE 1/2" MIN. AIR GAP IN DATE JOB ND. los No ly IATE im OF TPFIGL ( Tel (626) 448 -8182 . ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E -mail: anf16880pacboll.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 LN) 6" 640, 41=4130170 Ps,, 4900 F�jZ ToP � �TToN �� ) SENT °X LcoK REbgR- tY�`�YN� OPTLE) 'Kq. °°w1) CUT FOOD MrAurucaf Joe No. By DATE SM. OF LENTON LENTON® LOCI( 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 B55400 • 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 clbsiire:.pour and new construction applications • Meets slip criteria. of less than 0.1:0`,mm° (0.0039 in) • Provides superior fatigue performance • Works with a variety of standard US and international rebar • Installs quickly arid 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. F� ERIED° • LENTDN' LENTON® LOCK Mechanical Rebar Splicing System Simple 1 -2 -3 Installation: 1) Insert the LENTON® LOCK coupler 3) Repeat steps 1 & 2 with the second over reinforcing bar 1. reinforcing bar on the other side of 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 Bolt NOTES • Works as one -step transition. • Dimensions shown in chart are typical. Bolt length may vary after the holt 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. AO is a registered trademark of the American Concrete Institute. IBC is a registered trademark of the International Code Council. UBC is a registered trademark of the International Conference of Building Officials. Copyright ®2009 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. www.erico.com Fb ERICO® 8515 -NAEN C167LTO9NAEN 001WB9 Rebar •DeslgnaUOn Coupler; Part ; Number Legg h (L) Outside IA meted (d) 4 In Ide Diameter • Weight. I Socket Size Average Torque All "Bolts Number of Bolts Inch L - Metnc* I4 10 Canada - Soft etri 10 LL12B1 I 5.0 � 127 1.1 m 29 0.6 _ . , 15 „. .w 1.2 .. m .. ., r� .'' Ib N m 0.6 1/2 13 150 205 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 c:,:a„. .:r s. �_,,*�,, ,:q < • L`# �� .. e , r �. 7t�,a,; + tLL16Bli,y Y ,1 �6 3 rK159�.t Gl 4 , "- a 35+ . r0 71. k�19xg '2,,y-c, c0 9r3� �1/2�� p�j13;�,, ��150� r+�205��: t � ¢'614 C..415 ` 5 M 1144-- 16'1 • A t.,1613.1 '"v- • .6 34 's. 1594 4 `35 g "0.73$ ;_;•/r19 ) .2f.,. : 1/2,, ,,, 13r, 15On g� 6514 5,5it,t: - 18 - - LL2081 7.5 191 1.6 41 0.9 24 3.1 1.4 1/2 13 150 205 8 #6 20 20 M 19 LL2081 7.5 191 1.6 41 0.9 24 3.1 1.4 1/2 13 150 205 8 #7 ;i ""22 �q '-4 'Y.; � - . 22.` •.• �� 7 04§. Nw r•'-2%4`tC to .9 sN�..Fnx �•. ?1� 4 , • .yt 8 � 28n 0.l 5:2# Vl�t ?. 3 a ; 5/8� S IF. ...t t ;161 1 .4 .. i'Ir 250} .M1:. ... � 340,? Pei ?•.+ #8 25 25 M 25 LL25B1 10.0 254 2.1 54 1.2 30 7.4 3.4 5/8 16 350 475 8 #9 ;R Ma., a ' 0 y 429 Ir :; 111. 8E1u,, 91143 + „ 2287 g, 2 4, • Q It ;. t 3 0344,:r itzl 4�6' 1%8 ' + 16 e: ri350. tt 475 Y u t 0 : ' �0 z,' • • r .• h i L 2881.. e'i i 3bt 287„ ,•2?" .460 r; '«1 i3: . 4 I, 1•1110 2 ;:4.6 s /8y + CP16', i `?350' 4 4•5 Y ,.x i 0 t s • #10 32 - 32 113281 12.7 323 2.6 65 1.5 38 13.1 5.9 13/16 21 500 680 8 . . .:: !`�al� �� ., '.<t '`34,11.161314/ ` � 4k 14:1'5, rh ,�• 35$.1, -'�2 8 L aR.. 72.;1., 1 7t i :�?4�3.� -,,117.3. 4 7 9 � 1L i'l 13/16ts rr^ r tt t 1+1 C! k� �4 550. ; + 750",,•.! f . . 0' 1 "^it p P •4•`i lej_¢ Z2:35.1/1,12, i.;236 411236B1 .� :14.1 wIse? ., t'7 ti 1, 7 f 43,4 1.r.0 � ; 7 9.&..11 Es-13/16 .,, ' t,Fr�g ,45505` Sr F75Q1a? ,,,.iz1,10, - 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 holt 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. AO is a registered trademark of the American Concrete Institute. IBC is a registered trademark of the International Code Council. UBC is a registered trademark of the International Conference of Building Officials. Copyright ®2009 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. www.erico.com Fb ERICO® 8515 -NAEN C167LTO9NAEN 001WB9 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 NruV uNrfs AT L°w GtRi b 8 k, I 4. t, 1V6 ,tet-ook Joe No. By DATE SH. OF CP H 7/ ��Lya� (N;HS`,314x6x5 / 16 ^ I ,, 1 E G JCS„ ..J. 3" 3 DI'. TS6x4 STD. 'PE 1/4 TY' _ �� C7 rN)riS 1 Fi X11(, � to 1 ty') LI I I.,�!'.,._- C' - -1/2 z (4) I I 1 -1 - - - -\- I I I I I r.") ��` \il! /, -,'w ,,= , IN l tl %iv • �,` ~t IIoN - ---- (Et360 i'r1 1:3 6N . a M) LI 6..7K- Y Z I ,� I I - -- Ib--'- H 7/ frmed4,1,0 ryodrad-il 5 1Z 0 (YcP4 # Z 0402 34141 C INA 99 ivIlf&d# in 512 jr:r n‘o /mil/Oda dm 4'44 2,ifi (erliod 4.1r) oLott• =471g i-v-17Y,1'ct •iti-m-zwo„ j —'1%41)C tt,1147Axi.vo,,1 #611-..47‘i3)(511,>(,t olAft A4 407-ii a 7-yryied d/V-2/14- ,ticta (lj 3 0 41 oyJ 6`o rroptier 4002, 410 x#0002 AO lIS aiva I EL 16 VD WHIN la 811 04nS 'onu9AV As PultagovdtD88911aB szrauFgwa IgnViulS luilinsucr3 vN eor Z60813t* nred SaLVIDOSSV 751 d.NV Z818-itt (9Z9) 510 OW --id ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax• (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 7:57AM, 20 JAN 10 Rev: 580000 User: KW- 0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407seafoodcity. ecw:Calculations Description new is beam for unit grid b General Information t r . Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : TS14X4X1 /4 Center Span Left Cant. Right Cant Lu : Unbraced Length 32.00 ft 0.00 ft 0.00 ft 16.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Point Loads Note! Short Term Loads Are WIND Loads. Dead Load Live Load Short Term Location #1 #2 0.340 0.340 0.220 0.220 9.000 13.000 Summary #3 0.340 0.220 17.000 #4 0.340 0.220 21.000 #5 #6 #7 k k k ft Using: TS14X4X1/4 section, Span = 32.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 16.00ft, LDF = 1.000 Actual Allowable Moment 17.226 k -ft 68.310 k -ft fb : Bending Stress 7.656 ksi 30.360 ksi fb / Fb 0.252: 1 Shear 1.657 k 64.400 k fv : Shear Stress 0.237 ksi 18.400 ksi fv /Fv 0.013:1 Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.556 in 992.9: 1 691.0 : 1 Force & Stress Summary « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only an. Center a Center as Cants a Cants Max. M + 17.23 k -ft 11.92 17.23 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 1.66 k 1.19 1.66 k Shear @ Right 1.52 k 1.10 1.52 k Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ -0.556 in -0.387 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 Reaction @ Left 1.66 Reaction @ Rt 1.52 Fa calc'd per Eq. E2 -2, K *Ur > Cc Section Properties TS14X4X1/4 0.000 0.000 0.000 0.000 -0.556 0.000 0.000 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 0.000 in 1.19 1.66 k 1.10 1.52 k Depth 14.000 in Weight 29.18 #/ft Thickness 0.250 in Ixx 189.000 in4 Width 4.000 in Iyy 25.800 in4 Sxx 27.000 in3 Area 8.59 in2 Syy 12.900 in3 Rt 2.000 in R -xx 35.400 in Values for LRFD Design.... R -yy 1.730 in J 77.000 in4 Zx 4.690 in3 Zy 14.300 in3 N� , ANF & ASSOCIATES Tel: (626)4484x182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, 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 �.. , ...5. .r .. ..f Steel Beam Design Job # Date: 7:57AM, 20 JAN 10 Page 2 29407seaf oodcity. ecw: Calculations Description new is beam for unit grid b Sketch & Diagram 8.565 8.56k 8.56k 8.561, 0 Rmax = 1.657k Vmax © left = 1.657k 320 Mmax = 17.2k -ft Dmax = - 0.556In ar E$u Bawling blaineuts Rmax = 1.517k Vmax A= 1.5• A Location ffll Location (S) Location f01 Tel: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers E-mail: ani1688®Patheanet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 ) Q te'r et igoM 4, Co L., ouri ,APP494' Tyr 41- I 4 'IP 1, cot, FA,cf &boo zoty) e It() ItcK l't( if° 4,ssx 41-4,Ps4 Ea 3,1 tt Joe No. By DATE SH OF IA CALL °VT ,7- Q. p&L.. 6:7)3.4-t.61-e,74 oK Qrr p pi) ittfK A_ 11‘5k- I w Mb fri H1 I c , - 1 •) ,-. ...,. cll. x0r(A) r:-I, 4 - I L g9:412.7 Y;:.3) I I 11 II 1 1 N..., OP 7 ........ cnII 1 ' \-ri N.; V 7 "Ifl 9 I 1111 1 I fri 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 1444 "ft ;.C4130 59 t 9AD T5 1-2-11))(X6 t _at r-f<- (-•• JOB No. By DATE SH. OF WM) 4-x it rx zt- 15045, 506! foit 40)(91 560# CoP're L„,. ((6)41y46.7 0,5K is v- tit Aczurome__ Loa4 D Cgi fat4" c2-5 = 3,11c- ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Rev: 580000 User: KW -0600953, Ver 5.8.0, 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope : Job # Date: 12:38PM, 20 JAN 10 Steel Beam Design Page 1 29407seafoodcity. ecw: Calve lations 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 End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress fv / Fv = 25.50ft, Fy = 46.0ksi .00ft, LDF = 1.000 Actual Allowable 8.419 k -ft 64.515 k -ft 3.962 ksi 30.360 ksi 0.131 : 1 1.196 k 0.159 ksi 0.009 : 1 69.000 k 18.400 ksi Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.212 in 2,104.4 : 1 1,445.9 : 1 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 Maximum 8.42 k -ft 1.20 k 0.92 k -0.212 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 1.20 Reaction @ Rt 0.92 Fa calc'd per Eq. E2 -1, K *Ur < Cc « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Only O. Center Center Coil Cants Cants 5.72 8.42 k -ft k -ft k -ft k -ft 0.83 1.20 k 0.68 0.92 k -0.145 0.000 0.000 0.000 0.83 0.68 0.000 0.000 0.000 0.000 -0.212 0.000 0.000 0.000 1.20 0.92 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in k k I Section Properties TS12X4X5/16 Depth Thickness Width Area Rt Values for LRFD Design.... J 12.000 in 0.313 in 4.000 in 9.36 in2 2.000 in 76.900 in4 Weight lxx lyy Sxx Syy R -xx R -yy Zx Zy 31.79 #/ft 153.000 in4 26.600 in4 25.500 in3 13.300 in3 33.300 in 1.690 in 4.050 in3 15.100 in3 0 ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Rev: 580000 User: KW- 0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description ts12x4x5/16 Steel Beam Design Job # Date: 12:38PM, 20 JAN 10 Page 2 29407seafoodcity . ecw: Calculations [-Sketch & Diagram 0.85k 0.85k 25.56 Mmax Dmax = - 0.212in Rmax = 1.196k Vmax ©left = 1.196k Beudiuq Moments Rmax = 0.915k Vmax ®n= 0.9 E HI° Location 191 Location ftn Location (t i Tel: (626) 448 -8182 Lit, r1 & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anfl688©pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 al- SIC1N p651�1N I) rto LI ,'s fRAti v erp rieL 1,10 Kik_ rl co L Joe No. By DATE SM. OF • 48'-5' 307.0. STEEL BM. 3 6 T5exeR57`10—RTIr131 1 •38'-9' (N)T.O. STEEL. BM. (N1B.O. STEEL BM. I 1,1B-CORF, /18 CONT 1 / • 156i0X-57181RTNr• jit I I TS8x6x5/1p Lif7—=---75603x5716—RTN. 131177— TS20x8x1"/CONT. (E )W3 135 C 52'-6' T.O. COPING 49'-11' CE) T.O. COPING 44'-1' • T.O. COPING T.O. COPING 19'-4' CE) T.O. COPING 13,—O' an, CE) FIN. FLR. STELL FRAME ELEVATION AT WINDOW MOUNS • ISCALE 1 /8=1-1'-o" I 2 I .15 24)(14%X. ItoLuJS `FRAHE Results for LC 1, tl +wl ANF & Associates MMW T sc- E, s"rP� �r6 d-_"p� cot_ vT T81,4 Two -. T4kE kaki & (3 vartat sorrog Jan 19, 2010 at 3:44 PM 29407seafoodcity- sign- MOLINS. r3d Loads: BLC 1, tl ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity-sign-MOLINS.r3d Loads: BLC 2, wI ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity- sign -MOLI NS. r3d Loads: BLC 3, ANF & Associates \�\ ��N20 N5 MMW &.q Jan 19, 2010 at 3:46 PM 29407seafoodcity- sign- MOLINS. r3d Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:46 PM Checked By: Joint Reactions (By Combination) X fkl Z rk MX fk -ft MY rk -ft MZ rk -ft l 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 RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 1 ' Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:46 PM Checked By: Joint Deflections (By Combination) Y [i in frd l Y Rotation fradl Z Rotation i'rad 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 5GE RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 2 ' Company : ANF & Associates Designer : MMW Job Number : Jan 19, 2010 3:47 PM Checked By: Member ASD Steel Code Checks (By Combination) it Fbzf'ksil Cb Cm v Cmz Eon 1 1 M5 TU20X8X8 .524 0 .069 0 . z 22.473 27.6 27.6 30.36 2.044 .85 .85 H1-2 2 1 M6 TU2OX8X8 .169 0 .013 0 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 TU8X6X5 .359 .212 8.76 2.87 .048 .037 8.76 0 y z 19.301 19.301 27.6 27.6 30.36 27.6 30.36 27.6 1 1 .85 .85 .85 .85 H1-2 H1-2 5 1 M15 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 .035 0 0 .011 .011 0 0 v y 26.513 26.513 27.6 27.6 30.36 30.36 30.36 30.36 1.75 1.75 .6 .6 .85 .85 H1 -2 H1 -2 16 1 M26 TU6X6X4 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 27.6 30.36 30.36 2.3 .276 .232 H1 -2 29 1 M33 TU6X6X5 TU6X6X5 .129 .134 .135 8.33 0 8.33 .017 .019 .008 0 0 0 v y z 23.547 23.547 23.547 27.6 27.6 27.6 30.36 30.36 30.36 30.36 30.36 30.36 2.3 2.258 2.134 .516 .906 .254 .203 .428 .466 H2 -1 H1-2 H1 -2 30 1 M34 31 1 M35 TU6X6X5 32 1 M36 TU6X6X5 .350 8.33 .026 0 y 23.547 27.6 30.36 30.36 2.149 .427 .462 H1 -2 561 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 Design Rules 1 M5 N1 N7 TU20X8X8 Tube Beam A500 46 Tvpica 2 M6 N7 N8 TU20X8X8 Tube Beam A500_46 A500 46 Typica Typica 3 M7 N8 N5 TU20X8X8 Tube Beam 4 M14 N2 N9 TU8X6X5 Tube Column A500 46 Typica Typica 5 M15 N9 N12 TU8X6X5 Tube Column A500 46 6 M16 N12 N15 TU8X6X5 Tube Column A500 46 Typica Tvpica Typica Tvpica 7 M17 N3 N10 TU8X6X5 Tube Column A500 46 8 M18 N10 N13 TU8X6X5 Tube Column A500_46 A500 46 9 M19 N13 N16 TU8X6X5 Tube Column 10 M20 N4 N11 TU8X6X5 Tube Column A500_46 A500 46 Typica Tvpica 11 M21 N11 N14 TU8X6X5 Tube Column 12 M22 N14 N6 TU8X6X5 Tube Column A500 46 Typica Tvpica 13 M23 N4 N21 TU6X6X4 Wide Flange Beam A500 46 14 M24 N3 N22 TU6X6X4 Wide Flange Beam A500 46 Typica Tvpica 15 M25 N2 N23 TU6X6X4 Wide Flange Beam A500 46 16 M26 N1 N24 TU6X6X4 Wide Flange Beam A500 46 Typica Tvpica 17 M27 N6 N17 TU6X6X4 Wide Flange Beam A500 46 18 M28 N16 N18 TU6X6X4 Wide Flange Beam A500 46 Typica Tvpica 19 M29 N15 N19 TU6X6X4 Wide Flange Beam A500 46 20 M30 N5 N20 TU6X6X4 Wide Flange Beam A500 46 Typica Tvpica 21 M25A N25 N29 TU6X6X5 Tube Column A500 46 22 M26A N29 N33 TU6X6X5 Tube Column A500 46 Typical Typical 23 M27A N33 N37 TU6X6X5 Tube Column A500 46 24 M28B N26 N30 TU6X6X5 Tube Column A500 46 Typical Typical 25 M29B N30 N34 TU6X6X5 Tube Column A500 46 26 M30B N34 N38 TU6X6X5 Tube Column A500_46 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 A500 46 Typical Typical 31 M35 N32 N36 TU6X6X5 Tube Column 32 M36 N36 N40 TU6X6X5 Tube Column A500 46 Typical RISA -3D Version 5.0d [C:IRISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 4 48.-5' (N)T.O. STEEL BM. ; 3 ; AT RT14,- ALL 16 RTN. 8M. 0 4.--4' 14' -4' I. • ....a II TSI3x6x5/16 RTN. SM. AT- R11491 suppoRT-- i--TSKI3x5/113-FITIC-- . , 38'-9' (N)T.O. STEEL BM. 25'-4, (N)B.O. STEEL BM. TS6x6x5 BEHIND TO TS6x8e1/16-REN. BM. TSEIx8x5716 13M. 52'-6" T.O. COPING 49'-II' CE) TM. COPING CE) T.O. COPING 26'-4' TS6x6670i1114,-EM‘ CE) T.D. COPING o W.M.141.001711.1.11101■1111.1..1111. 19'-4' (E) TM. COPING 113 0'-0' (E) FIN. FLR, STELL FRAME ELEVATION AT MAIN SUPPORT 1/8"A=1 -O -.3k/ft -13. N18 Loads: BLC 1, tI Solution: Envelope ANF & Associates 66E 11 n c-I /1 _,S errik,poiti rotce. r° err f t r' N24 MMW Jan 18, 2010 at 7:10 AM 29407seafoodcity -sign-S UPPORT -.. 0 ' Loads: BLC 2, wI Solution: Envelope ANF & Associates MMW Jan 18, 2010 at 7:10 AM 29407seafoodcity-sign-SUPPORT-.. Company : ANF & Associates Designer : MMW Job Number : Jan 18, 2010 7:10 AM Checked By: Envelope Joint Reactions Ic Ic Ic MX fk -ftl Ic MY fk -ft l Ic MZ fk -ftl 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 1 1 3 N20 max min .003 .003 1 1 4.535 4.535 1 1 3.681 3.681 1 1 0 0 1 1 0 0 1 1 0 0 4 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 Ic Fa fksil Ft Fksil Fb v -v L.. Fb z -z f... Cb Cm v Cmz ASD E 1 M23 HSS2ox4... .304 8.312 1 .043 8.411 y 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 .....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 y 1 18.823 27.6 27.6 27.6 1-....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 y 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 4 ANF &ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anfl688 ®pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 G(W,e Ce) \4/ 36x IBS FU-a -( (E Joa No. By DATE SH. OF Hat ,07 P k, (i �swHHat ��� b n3V,I 113 = �o, Z K-rq >610\-2f- s� b ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Rev: 580000 User' KW- 0600953, Ver580, 1- Dec -2003 Steel Beam Design (c)1983 -2003 ENERCALC Engineering Software Description CHECK E BEAM W BRICK Job # Date: 12:45PM, 20 JAN 10 Page 1 29407seafoodcity. ecw:Calculalions 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 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Distributed Loads Note! Short Term Loads Are WIND Loads. DL LL ST Start Location End Location #1 #2 1.620 0.880 0.450 0.150 -8.500 -8.500 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 1 Fb 0.751 : 1 Length /(DL +LL Defl) Shear 69.549 k 307.152 k fv : Shear Stress 3.261 ksi 14.400 ksi fv / Fv 0.226: 1 -0.932 in 466.5: 1 363.8 : 1 Force & Stress Summary «_ These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only a Center Cad Center e Cants an. Cants Max. M + 652.45 k -ft 513.78 652.45 492.10 k -ft Max. M - -95.18 -95.18 - 116.86 k -ft Max. M @ Left -95.18 -95.18 - 116.86 k -ft Max. M @ Right -95.18 -95.18 - 116.86 k -ft Shear @ Left 69.55 k 56.65 69.55 56.65 k Shear @ Right 69.55 k 56.65 69.55 56.65 k Center Defl. -0.932 in -0.728 -0.932 -0.932 -0.690 -0.690 in Left Cant Defl 0.555 in 0.417 0.555 0.555 0.384 0.384 in Right Cant Defl 0.561 in 0.437 0.561 0.561 0.403 0.403 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left Reaction @ Rt 97.55 79.05 91.95 91.95 97.55 79.05 91.95 91.95 Fa calc'd per Eq. E2 -1, K *L/r < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy 84.15 84.15 84.15 k 84.15 k -■ d ANF & ASSOCIATES • Consulting Structural Engineers Tel: (626)448-8182 Fax: (626) 448-8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:45PM, 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 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 lxx lyy 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 2. 8 58 Mmax a left = 118.88k-ft Rmax 97.549k Vmax kfg loft = 89.5496 Deft trg left end = -0 5549in 439 Mmax 852 4k.fl Dmax -0.932ln 2.07k/ft 1.03" 652.45, 570.05 . - 434.00 ! 1 1 l 4°127 .411: i' l44 .Q9 i E 72.4o: 1 -95 18 ,,,, .,, Beiliftidi9 Moijas -- (WM,. 6084 859 41 73 . - 17 82 . 13 01. 0.0 Mmax (1g right = 118.86k-ft .1301 Rmax = 97649k .27 81. .4173r Vmax a rt = 89_549k 17.83 23.88 2828 31.00 Lofted/an 41.03 47.05 5389 80.0 Deft la right end = -0 5807in :5,51: t. 5.78 0 56 0.42; - 1 .14 . 0 00 ' I i 1 .0.31! 1 I 1 I . i i -- --1 • i 11.81 17.83 23.88 28.88 35.90 41.93 47.95 5368 86.0 Detletiion 518 Location fin 1 11.81 17.83 2 .88 29.88 31.00 41.83 Location (111 1 VALE 10s QArKEQy 1368 SouthCenter Blvd Suite 140, Seattle WA 9188 June 22, 2010 Mr. James Dunaway Senior Building Inspector Department of Community Development City of Tukwila Re: Valerio's Bakery 1368 Southcenter Blvd., Suite 140 Seattle, WA 98188 Dear Sir: This is in connection with the inspection process of the above mentioned project. This is also to inform your good office that Valerio's Bakery will refrain from using the kitchen hood system/s being installed at the site until being notified by building inspector /s on its approval to operate and allow us to use accordingly. Thank you very much. Gerald Pascual Owner 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 p'o.o11 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 Tract portation Inc. 8250 - 165th Avenue NE Suite 100 Redmond. WA 98052 -6628 T 425 - 883.4134 F 425.867 -0898 www.tsinw.com To: Nicholas Lee Westfield - Southcenter From: David D. Markley, Transportation Solutions, Inc. Subject: Ethnic Grocer; Trip Generation 2a.A MENORANOMA November 16, 2009 The following memorandum documents the PM peak hour (4:00 PM to 6:00 PM) trip generation study performed for an ethnic grocer land use proposed for the Westfield - Southcenter Mall in Tukwila, Washington. This ethnic grocery is proposed to occupy about 35,000 square feet of gross leasable floor area, in the space formerly occupied by Mervin's, at the existing mall. This memorandum includes a brief description of the four sites used for trip generation study, summarizes the trip generation study results, and relates the results from the trip generation study to proposed ethnic grocer space. This trip generation study followed the methodology outlined in Chapter 4 of the Institute of Transportation Engineers (ITE) publication Trip Generation, Second Edition (2004). STUDY SITES The following four sites were studied and an aerial photo of each is included in Attachment A: • Uwajimaya (Renton) - This grocer is located northeast of the I -405 and SR 167 interchange, just south of S Grady Way. The grocer is about 31,000 square feet in size. Trip generation for this site was collected on Thursday, November 5, 2009. • 99 Ranch Market (Kent) -This grocer is located within the Great Wall Shopping Mall off E Valley Highway. The Great Wall Shopping Mall includes a mix of restaurants, small shops, and a bank. The shopping mall as a whole is 80,160 net square feet in size and it by our estimates the grocer occupies approximately 60,000 square feet of mall space. Trip generation for this site was collected on Tuesday, November 10, 2009. • Uwajimaya (Bellevue) - This grocer is located south of NE 24th Street, east of NE Bellevue - Redmond Road and west of 156`h Avenue. The grocer is located within a 49,000 square foot building which also includes furniture and auto parts businesses. We estimate the grocer occupies approximately 20,000 square feet of mall space. Trip generation for this site was collected on Thursday, November 12, 2009. • 99 Ranch Market (Edmonds) - This grocer is located east of SR 99. The grocer is located in an approximately 104,000 square foot building which also houses a drug store, restaurants, and other small shops. We estimate that the grocer occupies approximately 60,000 square feet of building space. Trip generation for this site was collected on Thursday, November 12, 2009. TSI Transportation 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 jynnwood /99 Ranch 60,000 340 5.67 This shows the PM Peak hour generation for three of the four sites to be between 5.6 and 6.5 trips per 1000 gross square feet. The trip rate for the Uwajimaya site in Bellevue was noticeably higher at 12.45. This apparent disparity appears to relate to the fact that the floor area is noticeably smaller while the product mix (with some decline in selection) is essentially the same as in the larger 31,000 square foot Renton store. Further, the Bellevue Uwajimaya is located in a retail center bordered by three major arterial streets that are commuter routes, which likely contribute to an increase in pass - by trips. The trip generation data was plotted to illustrate the average trip rate and a fitted curve rate similar to the way data is presented in the Trip Generation, 8th Edition, Institute of Transportation Engineers. This plot is summarized on the following chart. 2 TSI. Transportation Solutions, Inc. Nicholas Lee November 16, 2009 Page 3 of 3 ETHNIC GROCER TRIP GENERATION The Ethnic Grocer Trip Generation Data Plot chart above includes average and fitted -curve data - lines which conclude that the average (weighted average) trip rate for local ethnic grocers is 6.57 PM peak hour vehicle trip ends per 1,000 square feet of gross ethnic grocery store floor area and the fitted -curve equation is: T = 3.05(X) + 150.37 Where: T = Average Vehicle Trip Ends X = 1,000 square feet of gross floor area Based on the collected date the standard deviation rate is approximately 3.31, and from the fitted - curve the r- squared value is approximately 0.73. We believe that peak hour trip generation rate for the proposed ethnic grocer land use at Westfield - Southcenter Mall, should use the fitted curve equation. For a 35,000 square foot store the trip rate would be 7.35_trips per 1000 square foot. This trip generation calculation for this use will need to be adjusted to reflect the a eft" c— t f nternally 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 Anr, s) • T = Average Vehilce Trip Ends N N W W C CJI 0 O 0 O 0 0 C ■ ■ Uwajimaya.(Bellevue) 0 Uwajimaya (Renton) i i i . 99 Ranch (Ed 'I' 99 Ranch (Kent) .. ....__..... _. .. . Fitted -Curve Equation T = 3.0503X + 150.37 R2 = 0.7346 w 10 20 30 40 50 X = 1,000 Sq. Feet Ethnic Grocer Trip Generation Data Plot 60 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 eft" c— t f nternally 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 Joanna Spencer - Fwd: FW: From: To: Date: Subject: Attachments: Page 1 of 1 ..ua+n.w....+Pu 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: w 'yeti: ..rs From: "Shelley Kerslake" To: "'Bob Giberson "' Date: 04/14/2010 10:28 AM Subject: FW: Attachments: Page 1 of 3 Bob — Here is the e -mail that details the analysis. From: Brent Carson [mailto:bcarson @GordonDerr.com] Sent: Wednesday, April 14, 2010 9:45 AM To: Kerslake, Shelley Cc: Lee, Nick; Ritch, Antony Subject: Shelley, Thanks for our discussion this morning. As we discussed, we would like the City to allow Seafood City to pick up its demolition permit today without the payment of any impact fee and for the City to reconsider today the $277,190.07 traffic impact fee it claims is owed by Seafood City and agree to a lower number based upon the information provided below. Seafood City would pay this lower number under protest next week when it plans on picking up its building permit. I do not have any information on how the City calculated the $277,190.07 impact fee, but we are assuming that it was based upon the $7.73 fee schedule for a standalone Supermarket multiplied by a square footage of 35,859 ($7.73 x 35,859 = $277,190.07). The information that I have on the square footage breakdown for the space is as follows: Suite Description Est SF Breakdown SF Subtotals 100 SFC Market — Occup. Group M 29,833 Sales 23,264 Kitchen 1,125 Warehouse /Storage 5,177 Locker Room 156 Office 111 Retail subtenants 5444 140 Retail - Occup. Group M 239 150 Retail - Occup. Group M 225 130 Retail (Pharmacy) - Occup. Group M 1,240 120 Food (Pinoy Kitchen) - Occup. Group A -2 2,265 Kitchen 980 Customer /Seating 1,285 110 Retail (Valerio's Bakery) - Occup. Group M 1,475 Kitchen 1,035 file: / /C:\Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 Page 2 of 3 Notwithstanding our position that no impact fees should be owing, or that if impacts fees are owing there should be credits applied for prior uses that have been removed, if impact fees are owing under TMC Chapter 9.48, the correct numbers should be substantially less than the $277,190.07 as previously calculated by staff. I see three ways that the correct number could be calculated. First, this is a use being placed in a shopping center over 400,000 square feet in size. As such, Table 9 -1 says to use $3.17 per GLA. The GLA for this space is the gross square footage of 36,336 less the common area of 1059, or 35,277. This would result in an impact fee of $111,820.09. Second, this is NOT a traditional standalone Supermarket. It is a specialty Asian supermarket being placed inside a regional mall. As such, several adjustments should be applied. The first adjustment relates to this unique Asian specialty grocer. Transportation Solutions Inc. (TSI) did a trip generation study for the two special Asian grocers in our region, Uwajimaya and 99 Ranch, a four locations. This study is attached. TSI found that for an Asian grocery store of 35,000 square feet, the PM Peak Hour trip generation rate should be 7.35 trips per 1000 square feet. This compares with the ITE PM Peak Hour trip generation of 10.5 trips per 1000. The second adjustment relates to its location inside a regional mall. As TSI's report indicates, the 7.35 trip rate should be adjusted downward to reflect internally shared trips and pass -by trips. Pass by could vary between 17% (consistent with trip generation estimate in the EIS & prior TSI analysis) and 34% pass by percentage for a traditional grocer. Internal capture reduction should be 25% consistent with trip generation estimates in the EIS and ITE shared trip analysis factors. As such, the revised impact fee based upon this second approach should be as follows: $7.73 /GFA (from Table 9 -1 for standalone traditional Supermarket) X (7.35 / 10.5) (trips rate adjustment because this is a unique Asian grocer) X (1 -.17)( adjustment for pass -by trip 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 \j aanna.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 36,336 Totals Notwithstanding our position that no impact fees should be owing, or that if impacts fees are owing there should be credits applied for prior uses that have been removed, if impact fees are owing under TMC Chapter 9.48, the correct numbers should be substantially less than the $277,190.07 as previously calculated by staff. I see three ways that the correct number could be calculated. First, this is a use being placed in a shopping center over 400,000 square feet in size. As such, Table 9 -1 says to use $3.17 per GLA. The GLA for this space is the gross square footage of 36,336 less the common area of 1059, or 35,277. This would result in an impact fee of $111,820.09. Second, this is NOT a traditional standalone Supermarket. It is a specialty Asian supermarket being placed inside a regional mall. As such, several adjustments should be applied. The first adjustment relates to this unique Asian specialty grocer. Transportation Solutions Inc. (TSI) did a trip generation study for the two special Asian grocers in our region, Uwajimaya and 99 Ranch, a four locations. This study is attached. TSI found that for an Asian grocery store of 35,000 square feet, the PM Peak Hour trip generation rate should be 7.35 trips per 1000 square feet. This compares with the ITE PM Peak Hour trip generation of 10.5 trips per 1000. The second adjustment relates to its location inside a regional mall. As TSI's report indicates, the 7.35 trip rate should be adjusted downward to reflect internally shared trips and pass -by trips. Pass by could vary between 17% (consistent with trip generation estimate in the EIS & prior TSI analysis) and 34% pass by percentage for a traditional grocer. Internal capture reduction should be 25% consistent with trip generation estimates in the EIS and ITE shared trip analysis factors. As such, the revised impact fee based upon this second approach should be as follows: $7.73 /GFA (from Table 9 -1 for standalone traditional Supermarket) X (7.35 / 10.5) (trips rate adjustment because this is a unique Asian grocer) X (1 -.17)( adjustment for pass -by trip 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 \j aanna.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 Gordon Derr at the above e-mail address and delete from your files. Thank You. Click here to report this email as spam. file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 • 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(d>ci.tukwila.wa.us] Sent: Tue 2/16/2010 9:53 AM To: Bill Beebe Subject: Re: SFC Southcenter Bill, What is the total sq footage of Seafood City project including all the tenants (restaurants, pharmacy, etc) ? Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 phone: 206 - 431 -2440 fax: 206 - 431 -3665 jspencer @ci.tukwila.wa.us file: / /C:\Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 Page 1 of 1 Jennifer Marshall - Fwd: Re: Seafood City Permits - please advise From: Joanna Spencer To: Jennifer Marshall Date: 04/12/2010 3:20 PM Subject: Fwd: Re: Seafood City Permits - please advise Jennifer, Traffic Mitigation fee is $277,190.07 (35, 859 sq ft x $7.73 sq ft/GFA for Zone 1) total for all 4 TI's. Please enter it under SFC TI, and it needs to be paid in order for all four 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 PI 0 -0 I 1 file: / /C:\ temp\ XPGrpWise \4BC33A46tuk- mail6300 -po 10016B6D361741 C 1 \GW } 00001.... 04/12/2010 Page 1 of 1 Jennifer Marshall - Re: Seafood City Permits - please advise From: Steve Lancaster To: Jennifer Marshall Date: 04/12/2010 11:39 AM Subject: Re: Seafood City Permits - please advise CC: Bob Giberson; Jack Pace; Shelley Kerslake Traffic mitigation fees for these permits should be handled as for any other permits, as provided by City Code. While I have listened to the concerns that representatives of Westfield have expressed about these fees, I have been clear with them that they need to go through the normal process if they disagree with any assessments. My understanding is that Westfield's attorney was going to contact the City Attorney to discuss his opinion that this project is exempt from the mitigation fee. That's the proper procedure, and I expect the City Attorney will consult with the Public Works and DCD Directors as may be appropriate. Absent their finding to the contrary, my understanding is that the amount of the fee should be determined and paid prior to permits being issued. Thanks, for checking. I'll copy this to Shelley, Bob and Jack to make sure we are all on the same page. Steve Lancaster City Administrator City of Tukwila, WA 206/433 -1850 »> Jennifer Marshall 04/12/2010 10:25 AM »> Good morning Steve, As you know, there is discussion being had over the traffic mitigation fees for the Seafood City project. Before I am able to issue any of these permits, I have been told to get direction from you. These permits have been organized so that there are five different building permits. One permit is for the exterior building and site work while the other four are for the interior tenant improvements (Seafood City Market, Pharmacity, Valerio's Bakery, and Pinoy). Currently the four interior tenant improvement permits are approved and ready to be issued. The only question is as to whether or not they can be issued prior to the traffic mitigation fees being decided upon and paid. Please advise. Thank you, Jennifer file: / /C:\ temp\ XPGrpWise \4BC30663tuk- mail6300 -po 10016B6D36174071 \GW }00001.... 04/12/2010 • City of f Tukwila Jim Haggerton, Mayor Department of Community Development March 17, 2010 Bill Beebe Nadel 1990 S Bundy Dr, 4th Los Angles, CA 90025 RE: Correction Letter #2 Development Permit Application Number D10 -0019 Valerio's —1368 Southcenter Mall, Ste 150 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, -1>W2q2A,t. Bill Rambo Permit Technician encl File No. D10 -019 W:\Permit Center \Correction Letters\2010\D10 -019 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 15, 2010 Project Name: Valerio's Bakery Permit #: D10 -019 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. In this case it appears the restroom is for the tenant space # "150" as a convenience for the employees. The Mall has provisions for general public toilet facilities in other locations through out the mall. Please revise plumbing fixture calculations. (IBC Table 2902.1 WS Amendments Group M) 2. Toilet room doors shall not open directly into a room used for the preparation of food for service to the public. The unisex restroom shown may be provided with dividing walls outside the toilet room to create a vestibule, thus separating the restroom from the food prep area. Please revise floor plan as necessary to comply with plumbing codes. (IBC 2902.2.1.1 Washington State Amendments) 3. 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) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • S PUBLIC WORKS DEPARTMENT COMMENTS DATE: March 16, 2010 PROJECT: Valerio's Bakery 1368 Southcenter Mall, Ste 150 PERMIT NO: D10-019 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, prepared, stamped and signed by a WA state professional engineer. The sheet that was submitted was stamped and signed by an architect. Make sure the Revision No. and date are entered. H: Joanna /D10 -019a I March 1, 2010 • CIty of 74 Jim Haggerton, Mayor Department of Community Development Bill Beebe Nadel 1990 S Bundy Dr, 4th Los Angles, CA 90025 RE: Correction Letter #1 Development Permit Application Number D10 -0019 Valerio's —1368 Southcenter Mall, Ste 150 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, er Mars all Technician encl File No. D10 -019 W:\Pemut Center\Correction Letters\2010\D10 -019 Correction Letter # 1 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: February 17, 2010 Project Name: Valerio's Bakery Permit #: D10 -019 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. • I PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 25, 2010 PROJECT: Valerio's Bakery 1368 Southcenter Mall, Ste 150 PERMIT NO: D10-019 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please include a revised sheet AR 1.2 as reference. This sheet shall be revised per attached Public Works Department Comments pertaining to SC Exterior /Site Work Permit D10 -020. Make sure the Revision No. and date are entered. 2) On your plumbing plans please cloud the work that pertains only to the Valerio's Bakery , Ste #150. 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 -019 PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 11, 2010 PROJECT: Seafood City Exterior /Site Work 1 370 Southcenter Mall PERMIT NO: D10-020 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. N ( 1) Submit the grease interce. tors : - : . ions and label the size of each interceptor on plan inclu . ' • : - .1 names the grease interceptor serves. 2) Site Utility plan shall be prepared, signed and stamped by a licensed Washington State civil engineer. A clean out shall be provided at 100 foot intervals along the sewer lines and at all vertical or horizontal bends of 90 degrees or greater. Include attached City of Tukwila Clean - Out Detail SS -03. 3) Minimum size of sewer lines for a commercial building shall be 6 ". Show new pipes grades, slopes, lengths and invert elevations. Show vertical clearance between the proposed lines and existing pipes to avoid conflict. A- 4) Submit con . tion cost estimate for the site work, in or er to determine Public Works permit fee. See attached P lletin A -1, -2. N (& 5) Fill out the attached Traffic Conc cy Test Application form and spell out each tenant use and square footage of leases - . ace. App ' on fee will be determined after review is completed. K) /ft 6) This proje s subject to Traffic Impact fees, which will be dete ned by PW Senior Traffic Engi er after the Traffic Concurrency Test Application is submitte H: Joanna/D10 -020 D I O- O 1 FE NC-6 O V-r Food and Facilities Prog• 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206 -296 -4632 Fax 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 Pu lic Health L.41 Seattle & King County REO!VED airy OF TUINyitA MAR 12 2010 PERMIT CENTER Re: PLANS AND SPECIFICATIONS FOR: Valerio's Tropical Bakery at 12368 Southcenter Blvd #110, Tukwila, WA 98188 SR1187908 P/E 6752 (Risk 2) 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. • No changes shall be made without Health Department approval. Your establishment has been assigned the following plan review service number (SR1187908). 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 the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $364 fee for a repeat inspection. Mr. Bill Beese March 1, 2010 Page 2 of 2 • Contact your local building department or water district if pre- treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of t:= \' = ?;animal, vegetable or mineral petroleum origin. Please arrange to have your approved set of plans picked up at my office within 30 days of this approval. If „you have any questions, please do not hesitate to contact me. Than you for your compliance in this matter and I look forward to working with you. Sincerely yours, Sid Forman, RS Health and Environmental Investigator III Food Planner Public Health - Seattle and King County 401 Fifth Avenue, #1100 Seattle, WA 98104-4099 sid.forman(a)kinacounty.gov (206) 263 -8531 Fax: (206) 296-0189 Attachments PE T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -019 DATE: 03 -31 -10 PROJECT NAME: VALERIO'S BAKERY SITE ADDRESS: 1368 SOUTHCENTER MALL STE 150 Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: liulldin !vision Pu p�r� lArks�q .10 Fire Prevention Structural n Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 04 -01 -10 Not Applicable n 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 ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04 -29 -10 Not Approved (attach comments) ri DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • 12 E iai ! lT COOK) COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -019 PROJECT NAME: VALERIO'S BAKERY DATE: 03/10/10 SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 150 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPA TMENTS: 1 Bul ing ivision Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ri 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 REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/08/10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Ni Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 3 ' I 0 Departments issued corrections: Bldg' Fire ❑ Ping ❑ PW1— Staff Initials: Ulf( Documents/routing slip.doc 2 -28-02 'PLR IT G00RD cOPv • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D10 -019 DATE: 01 -26 -10 PROJECT NAME: VALERIO'S BAKERY SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 150 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMEN s: 10 ,M A-WC, a- &–(D ire Prevention Structural u • is Wo1'ks Mc P 2- -t-1" Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 01-28-10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02-25-10 Not Approved (attach comments) DATE: Permit Center Use Only h `� CORRECTION LETTER MAILED: 0%A I v b 1. Departments issued corrections: 1� BldgX Fire ❑ Ping ❑ Documents/routing slip.doc 2 -28 -02 W Staff Initials: /AI- • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: OS /2'4 /2010 Plan Check/Permit Number: D10-019 ❑ 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: Valerio's Bakery Project Address: 1368 Southcenter Mall - Suite 150 Contact Person: 13 ILL O W Phone Number: (3I o) S2('-21c0 Summary of Revision: erTV MAR 31 2010 PERT Sheet Number(s): T-1-4 6-3•0, f `-i.2 1 "" t•3 "Cloud" or highlight all areas of revision includin e of re • i Received at the City of Tukwila Permit 2Center by: SEntered in Permits Plus on ' I a \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • 1 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 -019 In reference to Valerios' Bakery located at 1368 Southcenter Mall Suite #150 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 (D 10 -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). Valerio's Bakery (suite #150) is providing staff only toilet room in addition to required toilet facilities. Response to Comment #2: See revised 1 /A -1.3, restroom vestibule has been provided to comply with IBC 2902.2.1.1 Washington State Amendments. Response to Comment #3: See updated sheet A -1.2, revised restroom plan and elevation to comply with ADA codes. Also updated restroom keynotes. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File CCR.RECtION 1() o �9 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 -019 In reference to Valerios' Bakery located at 1368 Southcenter Mall Suite #150 Tukwila, WA 98188. Response to Comment #1: See civil drawing sheets D1.0, 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 RECEIVED MAR 312010 PERMIT CENTER • • 1 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: 03/01/2010 Plan Check/Permit Number: D10-019 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Valerio's Bakery Project Address: 1368 Southcenter Mall, Ste 150 Contact Person: NEIVED airy Op T'UKWILA MAR 10 2010 61. NMI! CENTER Phone Number: (glo),02(0 - 21 CZ7 Summary of Revision: qt- /7/46nvAk Sheet Number(s): fil•0, / V.2 /'' d Or 9/4.1.0 /4 "7•0 1 I'LLIMBIt40 bW6. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: feK Entered in Permits Plus on 0 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Ph( 3 • • 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 -019 In reference to Valerios' Bakery located at 1368 Southcenter Mall Suite #150 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 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 -019 In reference to Valerios' Bakery located at 1368 Southcenter Mall Suite #150 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 IA King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification 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 S reet Address 1- DCALL2 - L3 . City State ZIP Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name 01 applicable) � Z y2 Owner's )mber (wi Area Code) () Io a - (0 6 Property Contact Phone umber (with Area Code) Owner's Mailing Address `\, (00\ Lia 1e■ r2° _1 - A. Fixture Unit Fixture Units x ' umber 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 - / 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 . -10 RCE For King County Only Account # No. of RCEs Monthly Rate Property Tax ID # Party be Billed (if different from owner) V 4 / e!- ■bS Thp 'cn. °./Lv� 4 � 0.3r) 9 . . liCit. a l°; 4 i-'s� VeleC ' . Ck9Pt g 6 i? City or Sewer District 1-0C��vL� Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? es Was building on Sanitary Sewer? ❑ Was Sewer connected before 2/1/90? Yes Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: �E,.•�■ (add A & B) cminspUKV to RCE A B 6 0 . 0 JAN 2 6 2010 PERMIT CENTER RCEDI 0 _ I 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 that the capacity charge levied will be based on this information and any deviation will require resubmission of corrr -d dat. f. ►etemination of a revised capacity char r. Signature of Owner /Representative 111i•.it~ Date Print Name of Owner /Representative" f4■ Tr 1058 (Rev. 9/07) White - County Yellow - Local Sewer Aoencv Pink - Sewer Customer Contractors or Tradespeople Printer Friendly Page • • General /Specialty Contractor A business registered as a construction contractor with L &1 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 Rote 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 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 & LIABILITY CP0427795001 01/01/2010 01/01/2011 $1,000,000.00 02/16/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 04/16/2010 Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.8262100 F. 310.826.0182 www.nadelarc.com ERBERT N. NADEL STATE OF WASHINGTON FILE COPIT Permit No. )1,0 -"°11 Plan review approval is subject to errors and omissions. Approval of construcki documents does not authorize the violation of y iripted code or ordinance. c:•t of approved Fie y and conditio cknowledgc 1: APPLICANT: CONSULTANTS: * (CONSULTANT UNDER CONTRACT INITH OWNER) REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2 I ° RA CIVIL ENG I NEER: STRUCTURAL ENGINEER: ELECTRICAL ENGINEER: MECH. PLUM. EN NEER: I-15D CgOV'Y RUD E ,$ SUITE #150 F 0 0 PAC LAND ANF HALL'S ENGINEERING MBSE 1505 WESTLAKE AVE. N. °1420 AVE., it602 NALER105 BAKERY) REFERENCE PERMIT #: BLDG. $ SAFETY - 010-01cl MECHANICAL - - - M10-00c1 PLUMBING - - - - PG10-006 ELECTRICAL - - ELIO-0053 HEALTH - - - - sRlIsicios P ING AP - - No dianges -: I be mato th - - P 1( out approval • the Planning Division of DCD Approved By: TELSTAR SUITE 118 5410 WILSHIRE BLVD., 51552 VIA COLIMA, UNIT #I12 SUITE 505 EL MONTE, CA. '11751 LOS ANGELES, CA. 1110056 WESTLAKE VILLAGE, CA. °11562 SEATTLE, INA. 1=1810°1 (626) 448-8182 (525) °155-1065 (515) 155-5551 (206) 522-°i510 (626) 448-80°12 FAX (206) 522-8544 FAX ATTN: MICHAEL WANG ATTN: LEN FINER (818) 155-5554 FAX ATTN: BILL BOOTH (PLUMB) ATTN: BILL FORTUNATO ATTN: TOM NASROLLA1-11 (MECH.) (818) 548-1556 (ata) 548-0111 FAX =3. RI- MEczIrc°92 RIM_MEMCI:1)_1--t __ -I 0 0:RA ccf., Rri A ra L-_-..-..J- ccaj1G-122 cm, cm, _ig( EPI) Com,cP) EgE=MECET,1/4r0) _PI K If,com mgoc= ,E01 Date:, (3/4 A IT-1MB A V COCcD1Ri1 LEGEND VICINITY MAP APPLICABLE CODES SUMMARY GENERAL NOTES SFC GENERAL NOTES SHEET INDEX GRID NUMBER 41) KEYNOTE REFERENCE NUMBER A, INTERIOR ELEVATION BUILDING WALL It) 2 DIRECTION OF INALLS MilTS hI a ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES A • EXISTING TWO STORY BUILDING • CONSTRUCTION TYF'E 15 TYPE II-V FULLY SPRINKLERED . 2- 5. 4 5. 6• I. f3. cI. 10. II. 12 15 ',. • . ALL INORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL. DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE INORK. REPORT ANY DISCREPANCIES AND / OR POTENTIAL PROBLEMS TO THE ARCHITECT, PRIOR TO PROCEEDING. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS CATIONS OF BOTH .SEHmApLoLRADIRCyTAATENDS PEIZREMTAYNFEENITGF'UOARNTTABrTYLEAFNIDREL°EXTINGUISHERS. (N.I.C.) THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS ( OR ACCESS DOORS ) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES INITH SELF - CLOSING DEVICES IN ONE (I) HOUR RATED CONSTRUCTION. ALL PENETRATIONS AT FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED INITH APPROVED FIRE ASSEMBLIES. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, 'TEMPORARY GUARD RAILS, AND/ OR CANOPIES A5 REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. EXIT SIGNS, INHERE NOTED OR REQUIRED SHALL BE INORDED "EXIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 5/4" WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND / OR APPLICABLE REGULATIONS. 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 EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF .A KEY OR ANY SPECIAL KNOINLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL ESE 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 1 INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2" BELOIN THE THRESHOLD. ALL EXPOSED ELECTRICAL EQUIPMENT, CONDUITS,PLUMBING LINES, ETC... SHALL BE PAINTED INITH MIN.(2) COATS OF PAINT TO MATCH THE ADJACENT SURFACES. . CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEINALKS, DRIVEWAYS, ETC., PRIOR TO POURING CONCRETE OR LAYING ASPHALT PAVING. . THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER CI-TY AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATIONS, PRIOR TO PROCEEDING. OBTAIN TENANT'S LATEST CRITERIA DRAWINGS AND / OR TENANT'S CONTRACTOR DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH-IN, STUB-UPS, ETC. THE GENRAL CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SLAB OR APPLING FINISHES ON WALLS. THE GENERAL CONTRACTOR SHALL. FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE (150) WHEN REQUIRED BY OINNER, BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OP SITE INATER MAIN TO INTERIOR OF BUILDING. 6ENERAL CONTRACTOR TO CLEAN UF' AND REMOVE ALL REFUSE MATERIALS, CONDUIT, INIRES, ETC. AT END OF EACH SHIFT. 1. BIDDERS (GENERAL CONTRACTORS AND SUB-CONTRACTORS) SHALL THOROUGHLY FAMILIARIZE THEMSELVES INITH THE ARCHITECT'S DRAININGS AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, OMMISSION, CLARIFICATION, ETC. OF ANY INFORMATION NECESSARY GENERAL : T-I.0 TITLE SHEET C.. IVIL: INCLUDING WASHINGTON STATE AMENDMENTS I. 2006 INTERNATIONAL BUILDING CODE 2. 2006 INTERNATIONAL BUILDING CODE CHAPTER II ICC/ANSI A117.1 (2005), ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 5. 2006 INTERNATIONAL MECHANICAL CODE 4. 2006 INTERNATIONAL FIRE CODE 5. 2006 UNIFORM PLUMBING CODE 6. 2006 INASHINGTON STATE ENERGY cop! 7. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 5. 2005 NATIONAL ELECTRICAL CODE (NFPA -70) A of. 2006 INTERNATIONAL rum_ 4 eA5 CODE OCCUPANT LOA: ANALYSIS PER TABLE 1004.1.1 2006 IBC _■•• .-;, P. • • - • w, FOR THE COMPLETION OF THEIR INORK. 2. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR RESONABLY INFERRED OR REQUIRED BY ANY APPLICABLE GCSE TO COMPLETE THEIR SCOPE OF INORK FOR A COMPLETE AND PROPER FINISHED JOB. 5. CONTRACTOR PRIOR TO BIDDING SHALL MAKE ALL APPLICABLE DRAWINGS AVAILABLE TO ALL SUB-BIDDERS TO ENSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMF'LETE THEIR INORK. THE GENERAL CON-TRACTOR'S BID SHALL BE DEEMED COMPLETE AND REPRESENTING THE CONSTRUCTION DRAININGS AND PROJECT SPECIFICATIONS. • ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY THE ARCHITECT OF PROBLEMS, IF ANY. FAILURE TO DO 50 SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURES SHALL BE DONE 15Y THAT CONTRACTOR AT HIS OWN EXPENSE AND INITHOUT IMPACT TO THE PROJECT SCHEDULE. 5. THE INTENTION OF THE CONSTRUCTION DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRASNSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE W WORK. . 6. EXISTING BUILDING FEATURES/CONDITIONS (INCLUDING UNDER SLAB UTILITIES OR STRUCTURE) INERE SHOWN FROM RECORD DRAWINGS PROVIDED BY LANDLORD (INESTFIELD) INHICH WERE TAKEN TO REFLECT THESE EXISTING CONDITIONS. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING HIS INORK. I. INHERE NO CONSTRUCTION DETAILS ARE SHOINN OR NOTED FOR ANY PART OF THE INORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR INORK SHOWN ON THE DRAININGS AND/OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE. 8. 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. el. 1NORK NOT INCLUDED IN CONTRACT WILL BE DESIGNATED AS "NIC", "FUTURE" OR "BY °INNER" AND MAY BE EXCLUDED FROM THE CONSTRUCTION CONTRACT. ALL OTHER INORK REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE TI-{ RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BID PRICE. 10. CONTRACTOR SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. II. SIGNAGE SHALL BE CONTRACTED DIRECTLY SY THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE J-BOXES, ACCESS PANELS AND NECESSARY BLOCKING FOR FASTENING OF SIGNS. CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WITH °INNER'S SIGN CONTRACTOR. ., ' Min. 3 means of egress Reced i Occupant W hen Egress Egress i Est SF Load # of Total # of Occ , Width provided ' Suite # Description SF Breakdown Factor , Occupants Occupants I exceeds Inches Inches 'b p 11)t'7 rir PICP--- i- tl) 111 V V < il- A5.0 SECTION ,,.., INALL NUMBER ARCH I TEGTURAL : S TUKWILA FARK.1^1#0/ 1- 0 ILIK V BAKER V11.1 AR-1.0 OVERALL REFERENCE SITE PLAN AR-I.1 ENLARGED REFERENCE SITE PLAN $ HARDSCAPE PLAN A-0.0 OVERALL REFERENCE FLOOR PLAN DA-I.0 DEMOLITION PLAN A-I.0 FLOOR PLAN PLAN CHANGE/BULLETIN EXTERIOR MATERIAL COLOR REFERENCE K V DL < a_ V 11-1 F- 7 if I 100 SFC Market - Occup. Group M 30,427' 680 500 ADDENDUM 0 DOOR REFERENCE NUMBER Sates 19,7491 30' 658.3, 98.7 Kitchen! 1 0991 200 f I 5.5, 0.81 , Warehouse/Storagei 6 4121 5001 12.81 .9i „ - "( BLVD 11 V - A-I.2 ENLARGED FLOOR PLANS, ELEVATIONS $ DETAILS A-I.5 SUITE 150 ENLARGED PLANS A-I.4A Looker Room' 1281 501 111 1001 ,..... 2.61 Office' 1. DETAIL REFERENCE 6.0 Z VA 0 > 0 9 < 110 . ,Retail - Occup. Group M , 1631 30 5.41 5.4 50 0.8, S'UITE 140 ENLARGED PLANS , 120 Retail - Occup. Group M 1851 30 6.2i ; 6.21 501 0.91_ -11 • 3 '3 --NI- STRANDER BLVD. 0 0 - .1.- 5:, 3 A-1.6 I _ _ ,.... 130 'Retail (Pharmacity) - Occup. Group M 1,3011 301 43.4 43141 501 6.51 a - r-LooR riNISI PLAN _ _____ _ _ 140 i Food (Pinoy Kitchen) - Occup. Group A-2 2 3541 78.41 501 11.8' . C C A 2.1 -I - 3 Kitchen 1,274i 200 6.41 IRErLECTED CEILING PLAN DETAILS A-5.0 ROOF PLAN IEV--- v ..ba O" Z NO SCALE i Customer/Seating! 1,08d1 151 72.01 ; • .., A 4.1 MAIN INTERIOR 150 Retail (Valerio's Bakery) - Occup. Group M 1,5061 22.71 5-0 l 3.4t .... -i - SALES ELEVATION:3 A-4.2 SUITE 150, 140 $ 150 INTERIOR ELEVATIONS i Kitchen! 969i 2001 4.81 4 Sales i 5371 301 7.91 -..d . C r i CT A-6.0 MISCELLANEOUS DETAILS • -d .., .., A-7.0 DOOR tt ROOM FINISH SCHEDULE STRUCTURAL: ;Entry Vestibule 243 ABBREVIATIONS PROJECT ADDRESS DIFFERED SUBMITTAL Utility Room 319 Toilet ROOMS 259 STO GENERAL NOTES ST1 FOUNDATION DETAILS 5T2 ROOF FRAMING DETAILS 4 MISCELLANEOUS DETAILS ST5 MISCELLANEOUS DETAILS DI.0 DEMOLITION FOUNDATION PLAN . 122.0 2ND FLOOR FRAMING PLAN 51.0 FOUNDATION PLAN 52.0 2ND FLOOR FRAMING PLAN Corridors 565 A/C AIR CONDITIONING M.H. MANHOLE A.G. ASPHALTIC CONCRETE M.O. MASONRY OPENING A.F.F. ABOVE FINISH FLOOR MTR. METER ALUM. ALUMINUM N I C NOT IN CONTRACT A.S.R. AUTOMATIC SPRINKLER RISER • • • BLK. BLOCK N.T.S. NOT TO SCALE 0/ OVER BLDG. BUILDING 0.C. ON CENTER C.B. CATCH BASIN O.P. OVERFLOW DRAIN 0.5. OVERFLOW SCUPPER C.J. CONTROL JOINT C.L. CENTER LINE OPP. OPPOSITE CLG. CEILING P.L. PROPERTY LINE CLR. CLEAR P.O.C. POINT OF COL. COLUMN CONNECTION CONC. CONCRETE CONT. CONTINUOUS R.P. ROOF DRAIN C.T. CERAMIC TILE SIM. SIMILAR D.5. DOINN SPOUT T.C. TOP OF CONCRETE E.D.F. ELECTRIC DRINKING FOUNTAIN T.1`••1, TOP OF MASONRY E.J. EXPANSION JOINT T.P. TOP OF PARAPET E.IN.C. ELECTRIC WATER COOLER T.S. TOP OF SHEATHING EXP. EXPOSED TYP. TYPICAL U.N.q. UNLESS NOTED F.D. FLOOR RAIN D OTHERWISE F.G. FINISH GRADE IN/ INITH F.H. FIRE HYDRANT IN.H. INATER HEATER FIN. FINISH INTR. INATER 1365 SOUTHGENTER E3LVD. TUKIAll L A NASH1 NG TON ' KIN GOIJNITY AFN ct2 024-1001 0 • FIRE SPRINKLER FIRE ALARM RACK 4 GONDOLA ANCHOR DETAILS Loading Dock 542 , 35 936 836.41 125.5 144 iTotals REM) TOsaLi:TsL RX3:41327R, ES PER TABLE 2902.1 2006 IBC & AI STATE AMENDMENTS - t - I Occupant . 7 i ' SF Load # of 1 Total # of 1 suite Description SF Breakdown Factor Occupants Occupants' . ... . :., c ELECTR I CAL : _ too [sFc market Occup. Group M 1071 E-I SINGLE LINE DIAGRAM AND SYMBOLS LEGEND _ • 19,7491 2 0 9 .7 - Kitchen' 1,0991 200' 5.51 L -2 LIC.HTIN. LAN Warehouse/Storagel 6,412f 5,000 1.31 -3 SCOPE OF VV ORK Locker Room I 128I 2001 6.6 -4 RCrRIcRATtoN LAN Office; MI 2001 0.6 _ . _ _ .... _. _ 110 Retail - °coup. Group M "1" 163', 0.8i 0.81 .., S 3 S , ..., .., E--T SUITE 150 ELECTRICAL PLANS E-8 PANEL SCHEDULE iselEHAN I GAL : 120 'Retail - Occup. Group M 1851 0.91 0.9, . BU I LD I NG : 22200000011 130 Retail (Pharmacity) - Occup. Group M 1,301 6.51 6.51 140 !Food (Pinoy Kitchen) - Occup. Group A-2 Z 42.41 - ------ I. DEMOLITION OF REMAINING EXISTING INTERIOR IMPROVEMENTS (LANDLORD INILL DEMOLISH MAJORITY OF EXISTING IMPROVEMENTS IN THEIR SCOPE). DEMOLITION OF PORTIONS OF EXISTING FLOOR SLAB FOR FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS. 2. NE IN E3UILDING OPENING (SERVICE DOOR). 5. TENANT IMPROVEMENTS OF PORTION OF GROUND FLOOR - (BALANCE OF GROUND FLOOR - 8,558 SF AND ENTIRE SECOND FLOOR TO BE IMPROVED UNDER SEPARATE PERMIT BY WESTFIELD. 4. NOT USED MECHAN I CAL : , - KitchenT -I-- 1,2741 2001 6A1 1 M-I MECHANICAL SCHEDULE, DETAILS, AND NOTES M-2 MECHANICAL FLOOR PLAN M-5 MECHANICAL ROOF PLAN M-4 ENLARGED TENANT MECHANICAL FLOOR PLAN M-5 CAPTIVEAIRE 1-10005, EXHAUST FANS, AND MUA UNITS M-6 ENERGY FORMS 6,4 T-T , .... , Customer/Seatingi 1,0801 301 36.01 150 Retail (Valerio's Bakery) - Occup. Group M 1 , . _ KitChen1 969, 200, . 537 200 2.7 Sales: __ . - - - - trifry-Vestibule 243 !Utility Room 319 Al3DITIONAL NOTES !Toitet Rooms 259, P0.I PLb ' ■ ING CO SHEET P --0.2 PLUMB - EDULE RECEIVED P-0.5 PLUMB AILS P-1.0 AND V P-2.0 OT AND COLD INA P-5.0 GAS PLAN 0 MAR 3 1 2010 P-- .0 INAS-1'E $ VENT SOMETRIC IEN ,- , . ,,,,m 3 ERNI CENTER CORREW1ON RECEIVED LTR# 0111! . 'Corridors 565 _ ,Loading ,54 i. REQUIRED ON COMPLETION OF INORK PRIOR TO OPENING. PUBLIC HEALTH - SEATTLE $ KING CORUEN;TYGpulauil sRiSpEbFii:Eign:gTol OR: SEPARATE PERMIT f2 Mechanical ;;(I_ Electrical MI/ of Tukl,P:ila _Dock_ 5. INSTALLATION OF NEIN MECHANICAL VENTILATION SYSTEM (NEIN SPLIT SYSTEM HEAT PUMP UNITS, EXHAUST 4 SUPPLY FANS AND KITCHEN HOODS) AS INDICATED ON PLANS. - Totals ._ 35,936. 164.9' - - _..1 Required Provided Men ' Women Men 1 Women comments FL1R. FLOOR F.O.C. FACE OF CONCRETE F.O.S. FACE OF STUD V.I.F. VERIFY IN FIELD F.O.M. FACE OF MASONRY F.S. FINISH SURFACE / FLOOR SINK GI GALVANIZED IRON PLUMB I NG: 6 INSTALLATION OF NEW PLUM15ING FIXTURES AND PIPING (SANITARY YNIASTE, HOT 4 COLD WATER AND GAS LINES) TO BE TIED INTO EXISTING PLUMBING SYSTEM AS INDICATED ON PLANS. Occ Load per 82 82 82 82 'Actual toilet and DF facilities will be constructed under Seafood City market permits its i(D10-022 & PG10-008). 1 Toilets' 1 REViSiONS _, Aiiii 0 i MO TUKWILA 1 0 19 PUBLIC WORKS 41?W 0 ' No changes shall be made to th..: Pcone of work without prior approv:s1 of Tukwila Building Division NOTE Revisions will require a m-rv plan sut,rnir;:1 and rnay include additional plan re'..,i;ew f---,,,7,3 ;,- urinals' !Calculation provided for entire Seafood City Marketplace space (which includes Seafood City market (D10-022 & PG10-008), Valerio's Bakery (D10-019 & PG10- Las , 006), Pinoy Kitchen (010-021 & PG10-007, and Pharrnacity (D10-023 & PG 10- ,009). Valerio's Bakery (D10-019 & PG10-006) and Pharmacity (010-023 & PG 10- Drinking Fountains 2 2 009) are providing staff only 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. COPYRIGFIT: NADEL RETAIL ARCHITrS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-08-10 3rd B.D. SUBMITTAL: 03-24-10 BISNEIMMIS DRAWING TITLE: REVISIONS: A BLDG. & SAFETY LI,A COMMENTS / 2 \ COMMENTS A BLDG. & SAFETYA A A A A A A A A DATE 02-09-10 JOB NO. 09293 SHEET NUMBER T1.0 F- U V O In N 0 O O N 10 N N 00 (0 CO `• r t) 0 1 a a 4.1 a U 2 a Lo ° a a o, t0 C� 0 v U 2 N ° NORDSTROM DEPT. STORE 3 FLOORS MALL SHOPS A MALL SHOPS G MALL SHOPS F THE BON DEPT. STORE 4 FLOORS U 2 O O) M M M N U 2 N 9 SEA FIRST B NK OF ICE BUILDING tf) d. O O O t70 EA FIR DRIVE - THRU /fit 1 II ULI 0 N 0 0 MALL SHOPS B a a MALL SHOPS E N o v V— 329.76' 4 0) MALL SHOPS C MALL SHOPS D J.C.PENNEY DEPT. STORE 3 FLOORS 2 N (0 6 0 0 0 1 N a 0 0 CO 0 N 0 0 r` 0 n N 0 * * * * * * * 10 * * NN)) ton Pon re) M a 0 ° 0 In N 0) co U U to N DOUBLE TREE INN O In 00 CO (� 10 d7 — p'f 0) ID CD C CO CD CD CD CD CD M N N N N NN N N N N U 0 0 O N O O 0 0 N N N N N N N ST �VAREC NII N 0 0 NIIN 0 NIIN c 1'1 11 N r€) 1.4) 4 v NORTH VICINITY MAP FANSKINAY 1-- u-I V BAKER BLVD al } O STRANDER BLVD. O �z 0 NO SCALE ARK EAST OVERALL 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 " ='10' -O° REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION ot9 R ECEIVED MAR 312010 PERMIT CENTER 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 NODEI. RETHIl. 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 .l ERBERT N. NADEL STATE OF WASHINGTON GISTERED CHITECT CONSULTANT: DRAWING TITLE: W 0 Z W Z Wa U. a J au W F' (/) CC W 0 REVISIONS: A A A A A A A A A A A A DATE 02.09 -10 JOB NO. 09293 SHEET NUMBER AR -1.0 EXISTING PLANTER' $ GROUND COVER - PROTECT IN PLACE. EXISTING STEEL COLUMN AND CONCRETE BASE TO REMAIN, PROVIDE NEW ALUCOBOND (AGM) COLUMN COVER AND CAPITAL. SEE A -4.0 EXTERIOR ELEVATIONS FOR ADDITIONAL INFO NEW ACCESS DOOR TO EXISTING RISER ROOM BY WESTFIELD. NEW EXIT DOOR - SEE A1.0/DOOR SCHEDULE. EXISTING 4 "x8" BRICK PAVERS TO REMAIN NEW 38" DIA. SEAGREST SS -3830 - SELF - WATERING PLANTER POTS NEW TRASH RECEPTACLE W/ ASH URN - 18" DIA. NEW CONCRETE RAMP LANDSCAPE AREA, REFER TO LANDSCAPE PLAN BY WESTFIELD EXISTING ELECTRICAL TRANSFORMER TO REMAIN NODEL RETHIL 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 ►�1. 'ERBERT N. NADEL STATE OF WASHINGTON GISTERED CHITECT EA FIRST DRIVE THRU CONSULTANT: —bxb INI.4x1N1.4 VVWF REINFORCING UNLESS OTHERWISE NOTED CONCRETE SIDEWALK, - REFER TO DINGS. FOR ADP. INFO. '1 4$5 SMOOTH DOWELS x 24" LONG @ lb" O.G., GREASE I2" IN LENGTH ON ONE END. iEWED FOR COMPLIANCE 'PROVED 'R 0 9 2010 Ci`y of Tukwila BUILDING DIVISION w 0 a REFER TO EXISTING HARDSCAPE PLAN AT RIGHT SEAFOOD GIN MARKETPLACE - PARKING FIELD +/ -258 STALLS MALL SHOPS DRAWING TITLE: W 0 Z W CC Z W u , a W CC Q W I- 0 7) a 1 z W REVISIONS: A BLDG. & SAFETY / \COMMENTS / \ n A n n n n n n n n RECEIVED MAR 312010 PERMIT CENTER DATE 02-09-10 JOB NO. 09293 SHEET NUMBER ENLARGED REFERENCE SITE PLAN SCALE 1"=301-0" HARDSCAPE PLAN AR -1.1 1 "= 10'-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 CONSTRUCTION TYPE 15 TYPE I I -V FULLY SPRI NKLERED NflDEI R[THII RECYCLING AREA (18.52.080 TMG) ^ I Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 SHELL $ SITE www.nadelarc.com 4305 GISTERED CHITECT 65 SQ. FT. 155 SQ. BLDG. $ SAFETY - 0IO -020 ELECTRICAL - - - ELIO -0056 ERBERT N. NADEL STATE OF WASHINGTON SUITE #100, 110 $ 120 (SEAFOOD CITY MARKET) BLDG. $ SAFETY DI0 -022 MECHANICAL - - - MIO -012 PLUMBING - - - PGI0 -008 ELECTRICAL - - ELIO -0058 HEALTH SRI 188003 SUITE #130 (PHARMACITY) BLDG. $ SAFETY - D10-025 MECHANICAL - - - MIO -OII PLUMBING - - - - PGIO -001 ELECTRICAL - - ELIO -0051 SUITE #140 CONSULTANT: (PINOY KITCHEN) BLDG. 4 SAFETY - 1710 -021 MECHANICAL - - - 110 -010 PLUMBING - - - - PG 10-001 ELECTRICAL - - - ELI0 -0055 HEALTH SRI188016 SUITE #150 (VALERIOS BAKERY) BLDG. 4 SAFETY - 17I0-011 MECHANICAL - - - MI0 -001 PLUMBING - - - - P6I0 -006 ELECTRICAL - - - ELIO -0053 HEALTH SRI'S-1010S �OREVIEWED FOR DE COMPLIANCE APPROVED APR 0 9 2010 tyof Tukwila Ci • BUILDING DIVISION DRAWING TITLE: LU Z WZ CC a W um W c cc JO J. O Q J cc L1. W 0 U ■ • II ■ r REVISIONS: BLDG. 8 SAFETY 1 COMMENTS n n n n A n n n n A RECEIVED MAR 312010 PERMIT CENTER DATE 02 -09 -10 JOB NO. 09293 SHEET NUMBER OVERALL REFERENCE FLOOR 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. A -0.0 3/32 " =1' -O" 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 -10 212'4" S01-5 1/2" -41 Pr. rmEzre 1J r //7/7 //_J ZZ/ ;14 I `I F141 L_ _1 -L /7777 L L 11 M=1111113111ML. r-7777-7 ////,/, v/////, ov• ///,/,/./, ////,, r/izz_z4.J. _in L 1%1 _i___ ..] ____i .1777-/ ",./72 ///, r- 4 /////, ZiLA ov. 7 17-/-7771 r.z/.144. 17-/-777A Y P .) /j1 F7-777A ////, (////,' E2/2,J F-77 :-11-/////,1 0// kyr -77/17/1?--//, //04 (/////////4///1////////////////://///, //A ri( /// /// /// /// /// //1/// /////////// /// /// /// /// /// //421/ /% (////////4///k///////////////:,/ /K// ii/////////4//////////////////7A/ /17//?, /i2/7) -(//////////)////1///////////////4/ /[%//4 1//////////4///1///////////////// /Y,//z-A r////////////////////////////*/ /v/24 ////////1/ /- ,7) // 21./ I . L 1 r- (TYP.) 13 13 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION L -I I- SUITE #10b, Ilb 4 120 (SEAFOOD Only mAIRKET) REFERENCEje BLDG. 4 5 MECHANICAL! - PLUMBING - - - ELECTRICAL' - HEALTH IT it: 010-022 -4, MI0-012 - FG10-008 - -EL10-0052) RI 188005 JOL P--Th 177-77A /. _J L ----- T il- 1 1 ir 111 11 111 //// // /22 14-11 -k I_ 4 L ERENCE PERMIT I*: G. $ SAFETY - D10-020 TRICAL - - - ELIO-0056 ov. -H7J 0 0 L 0 0 L_ _ _J L - - _1- -1( 4_ _1- 0 0 4) (rrP.) -/7/7A r////, NOTE: I. GENERAL CONTRACTOR TO 1iEFEI TO OTHER PLANS FOR FULL SCOPE OF DEMO. 1 1 2. THIS PLAN SHOWS GENERAL rpEMPLITION WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PIRODUCE THE BUILDING MODIFICATIONS SHOWN ON Th d.MAININ RAINING CONTRACT DOCUMENTS. 0 0 0 (TYP.) 0 0 17/7772 CL/// i/ ///1 -1 I- SUITE #I3 (PHARMAGITY REFERENCE rERMIT BLDG. 4 SAFETY D10-025 MECHANICAL - - MI0-011 PLUMBING - - - OG10-0041 ELECTRICAL' - - ELIO-0051 7 4 [-r1 "I ( L_ -1 1- A 1- --1 _J L ---ri-f. --i I •I ) •141- 7 - L L4-1 0 0 0 0 0 (P1NOY KITCHEN I REFERENCE ItERMIT #: BLDG. I SAFETY t D10-02I MECHANICAL - - MI0-010 PLUMBING - - - PG10-001 ELECTRICAL L - JEuo-0055 HEALTH 1 dR11880Ib 1 1 f"-- 11 11/F■11 AIMEE II 1: MIMI rA11711 A IIIMPall VAIII 111/01Pal 21.1•111111F■LII IIIIIII/211 ,2■AMI 1 EWAN 1W/rat Riff/Infl IVA■All F4M1111 91■41711 LOWE 11/■Fil %Mill 1211/A1P11 1.11■111111 /11W/111 1111/2111 1 I- Fl) r t=441 I-- - L_ v.) ,1 I4fE:'-H 1 -1 L_ L_ 1 FL-44_ 111•41 P-777A F7-7772 ,/ . Ez2zzi 0 CII 631 E3 MI (TY P WM El =I C3 =I 71 El El MI CM El CM F7-77 ///// CZZL/_LZi a 13 L L 163 EM EM Ea EMI C3 EM SUITE #1 (VALEIRI05 REFERENC PE IT BLDG. 4 5, - D1O-Olci MECHANICAL - - M10-00c1 PLUMBING - - PG10-00b ELECTRICA1L - - EL10-0055 HEALTH - - - 5R11814108 tig1 7 EM EM OM CZ 1E3 MI EM MI --177-777A F /7A ._z1;/1 1 LL1 L J L ICI CM EIM 1:31 EM El MI MI -t- tL7 EI 33 33 E3 EZI Ell MI 1E3 ES E3 EM EM 1=1 L = 011 32 El KM MI E2 F 3311 MI EM E3 ra 381 6E1 C3 MI TYR) NORTH IJ KEYNOTES 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.C. PAVEMENT FOR NEW RAMP, SEE 3/AR-I.I. PATCH AND REPAIR AREAS DAMAGE DURING NEW CONSTRUCTION SAW-CUT EXISTING CONCRETE SLAB FOR PLUMBING, I.E., NEW TOILETS, JANITOR' ROOM FLOOR DRAIN, FLOOR SINKS 4 TRENCH DRAINS CONNECT TO EXISTING SEWER LATERALS. REFER TO PLUMBING DRAWINGS. FIELD VERIFY EXISTING SEINER LATERAL LOCATION. DOWEL PER STRUCTURAL DRAWINGS. JOINT TRENCH INHERE POSSIBLE. GC TO PROVIDE POSITIVE SLOPE TO DRAIN EXISTING GONG. FLOOR/SLAB TO BE 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 SAIN-CUT FOR NEW REFRIGERATION LINES. REFER TO REFRIGERATION DRAWINGS. VERIFY EXACT DIMENSIONS, EXCAVATE, BACK FILL, GRADE AND RE-COMPACT AS REQUIRED. Dove_ TO EXISTING SLAB AS REQUIRED. DOWEL PER STRUCTURAL DRAWINGS. JOINT TRENCH INHERE 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-10. REMOVE EXISTING FRAME/FURRING WALL IN ITS ENTIRETY, INCLUDING INT NOT LIMITED TO FOOTINGS (WHERE OCCURS), ANCHORS, CLIPS, BOLTS, ETC.. CAP ALL UTILITIES, IF ELECTRIC OUTLETS/RECEPTACLES ARE ENCOUNTERED. THEY SHALL BE CAPPED AND WIRES TO BE PULLED TO PANEL BOX AS REQUIRED. REMOVE EXISTING GFRC COLUMN COVER 4 CAPITAL REMOVE EXISTING STOREFRONT DOORS 4 WINDOWS, MODIFY/PREPARE EXISTING CONSTRUCTION TO RECEIVE NEW DOOR AND FRAME, SEE I/A-1.0 4 DOOR SCHEDULE/A-7.0 / REMOVE EXISTING DOOR AND FRAME AND ALL RELATED ITEMS. INFILL OPENING IN EXISTING FRAMED iALL INHERE 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 CONSTRUCTION TO RECEIVE NEW DOOR AND FRAME, SEE I/A-I.O 4 DOOR SCHEDULE/A-1.0 REMOVE EXISTING ROOF ACCESS LADDER AND. HATCH AND ALL RELATED ITEMS, PATCH AND REPAIR EXISTING ROOF INHERE DEMOLITION WORK HAS OCCURRED TO MATCH EXISTING. REMOVE EXISTING PIPE BOLLARD IN ITS ENTIRTY, FLUSH TO EXISTING FLOOR - GRIND SMOOTH. SAW-CUT PORTION OF EXISTING CON. SIDEWALK FOR NEW RAMP 4 CURB, SEE I/AR-1.1. PATCH AND REPAIR AREAS DAMAGE DURING NEV CONSTRUCTION 1 GENERAL DEMOLITION NOTES I. GENERAL CONTRACTOR SHALL PROTECT ALL UTILITIES, LE. SEWER, WATER, GAS LINES, ELECTRICAL CONDUITS, ETC. THAT ARE TO REMAIN and SHALL PATCH and REPAIR ALL ACCIDENTALLY DAMAGED ITEMS - TYPICAL THRUGHOUT. 2. REMOVE ALL (E) FASTENING PINS FROM OLD FIXTURIZATION AS OCCURS. 5. CONCRETE SLAB TO BE PATCI4D, REPAIRED, LEVEL and FLUSH 11/ (E) and PREPARF_D TO RECEIVE NEW FLOOR FINISHES - TYPICAL THRUHOUT, REFER TO SHEET A-1 FOR MORE INFORMATION REGARDING FINISHES. 4. REFER TO PLUMBIN, ELECTRIAL, REFRIGERATION DRAWINGS FOR NEW TRENCH DRAIN / FLOOR SINKS / WATER DUCTS, ETC., PROVIDE DOWELS AS REQUIRED. JOINT TRENCH INHERE POSSILE. 5. REMOVE (E) FLOORING TI-IROUHOUT. 6. NOT USED I. FOR NEV COOLER / FREEZER CURB 4 WALL LOCATIONS REFER TO SHEET A-1.0. (E) STRUCTURAL COLUMNS and FOOTINS, ETC. TO REMAIN SHALL BE PROTECTED, SHORED ETC., DURING THE REMOVAL OF THE () CONCRETE SLAB. CONTRACTOR SHALL VERIFY and C..00RPINATE WITFI APPROPRIATE SUB-CONTRACTORS AS REURED. 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 CITY" 4 ARCHITECT BEFORE PROCEEDINS. 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 A5 REQUIRED TO MATCH NF-Y1 / OR EXISTING WORK. NEW (N) FLOOR SLABS/ REMAINING WALL SURFACES TO BE FLUSH and LEVEL. 12. WHERE ANY PLUMBING, MEHANICAL, REFRIGERATION OR ELECTRICAL ITEMS, LINES, FIXTURES, ETC., HAVE BEEN REMOVF-D, PLUG and CAP and CAP PIPS, CONDUITS, LINES, ET., BELOW FLOOR, BEHIND FACE OF WALL OR ABOVE CEILING AS NECESSARY TO CONCEAL AE3ANDONF_D ITEMS, ETC.. PATCH and REPAIR FLOOR, CEILING and 1 or WALLS AS NEESSARY. 15. SALVAGED ITEMS SHALL BE RETAINED ON-SITE FOR "SEAFOOD CITY". VERIFY and OBTAIN °INNER'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 INORK, AS SET FORTH IN 11-IE UB.. CHAPTER 55. HEIGHT and BARRICADE CONSTRUCTION TO BE DETERMINED BY THE LOCAL PUBLIC AGENCY. lb. PROTECT ALL EXISTING WALLS, FLOORS, CEILINGS, ETC., THAT ARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. II. THI5 PLAN INDICATES A GENERAL DEMOLITION SCOPE OF INORK TO BE PERFORMED and DOES NOT RELIEVE THE CONTRACTOR FROM OTHER INCIDENTAL DEMOLITION ViORK REQUIRED TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN and REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO MECHANICAL, ELETRICAL, REFRIGRATION, H.VA. and INTERIOR DECOR DRAWINS. I. AU- TRENCHES TO BE POURED IN/ (N) CONCRETE and FINISHED FLUSH and LEVEL WI (E) SURFAE. DOWELS TO BE MN. 8" LONG AND @ 24" 0.C., U.N.O. DETAIL 6/A62 5IM. lq. SEAL ALL EXISTING CRACKS AT WAREHOUSE OR ANY EXPOSED CON. FLOOR AREA. VERIFY PRIOR TO BIDDIN. 20. SEE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLAN, ELEVATIONS and STRUCTURAL DRAINIIV.75 FOR ADDITIONAL DEMO. INFORMATION AND SCOPE. 21. GC. TO PROVIDE PROTECTION FOR BURGULAR ALARM SYSTEM WIRES DURING DEMOLITION. 22. GL. TO PROTECT (E) MASONRY WALL AND FOOTINGS DURING DEMOLITION. 25. PREPARE (E) CON. TO RECEIVE DIAMOND PLATE TRANSITION. REFER TO SHEET A-I.0 FOR LOCATION LEGEND DEMOLITION FLOOR PLAN SCALE 1/8"=I'-0" 1 12177,777777 ILLL/L/zlz 1 + + + 1+ + + + 1 .1 + + + + + EXISTING WALL TO REMAIN. EXISTING WALL TO BE REMOVED. EXISTING CON. SLAB TO BE REMOVED. GRINDED EXISTING CONCRETE- GRIND TO 1/2" DPTH- TYPICAL TO OCCUR AT VCT TO CERAMIC TILE TRANSACTION 4 QUAREY TILE TRANSACTION RECEIVED MAR 3 1 2010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-08-10 3rd N.D. & 2nd B.D. SUBMITTAL: 03-01-10 3rd B.D. SUBMITTAL: 03-24-10 FIDEL RETRIL 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 CH ITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: 0 0. 0. 0 11.7 0 11.1 DRAWING TITLE: REVISIONS: DATE 02-09-10 JOB NO. 09293 SHEET NUMBER DA-1.0 212'-II" 28' -0" 28' -O" 28' -0" TI(E) A -6.0 ►�� 76:6.1..: COOLER 1 116 1 ORRIDOR 1 BALER 1 HALLWAY #2 SEAFOOD PREP. 0 0 R OINLI ITY cn (TYP. of IS) ENTRY *2 cn 0) 1 I MN MIMI MI MI - ArePrirre-Aams 6666... HALLWAY #1 •11 ---- - - - - -i .I • X X \ / \ < X X \ / \ / \ `< X > \ / \ / `< X // // / / / / / / SUITE (SEE SHEETS A -I.4A $ A -I.45 / / PRODUCE C001-ER ENTRY *I (SEE SHEET A -I.3) Ip�ll %I gIt 67 707 v,.:.:.:., .,..:.:... :....,.:. :.:.:. :.:1'. -.: - .. - 741 ,741 _,. il--- •-• - -- -- \/ PRODUCE DRY STORAGE 136 • 8' -0" V.I.P. 24' -9" 2' -IO' M.O. 4" - M.O. A -LIB 0 II d - 11 T I s KEYNOTES O LINE OF (E) CANOPY TO BE RESURFACE/RE -SKIN, SEE A-4.0 FOR MATERIALS 4 FINISHES LINE OF SOFFIT AND /OR VALANCE, SEE A -2.0 REFLECTED CEILING PLAN LINE OF EXISTING CHEVRON BRACING, SHOWN FOR CLARITY ONLY NEW ALUCOBOND (ACM) COLUMN COVER AND CAPITAL NEW PILASTER, SEE A-4.0 FOR MATERIAL 4 FINISH NEW GLASS PANELS TO EXTENT SHOWN, SEE A -4.0 FOR ADDITIONAL INFO O ADA ACCESSIBLE GHECKSTAND, SEE FLOOR PLAN NOTE #I 4 *1 O WRAP EXISTING STEEL COLUMNS EXPOSED TO PUBLIC /CUSTOMERS VIEW IN/MIN. 20 GA. STAINLESS STEEL OVER MIN. 3/4" PLYWOOD TO CEILING HEIGHT, SEE O (E) CONCRETE SLAB, FINISH PER FLOOR FINISH PLAN 10 I I ROOF ACCESS LADDER AND HATCH, SEE PROVIDE %" GYPSUM WALL BOARD AT EXISTING STUD WALL TO EXTENT SHOWN 12 13 WALK -IN COOLER ACCESS LADDER, SEE 4 %" THK. NON -SLIP STEEL PLATE OVER RIGID INSULATION AND 3 -PLY HOT MOPPED W.P. MEMBRANE, SEE STRUCTURAL DRAWINGS PROVIDE DOOR STOP TO PROTECT FREEZER DOOR CASE GUARD/BUMPER PIPE BOLLARD, SEE NEV TRASH COMPACTOR ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS (3) 2" CONDUIT, SEE ELECTRICAL DRAWINGS 1I- • RA •, .. R I •I. - R'• - • •I.. A• •, • q.1" 21 REFRIGERATION WARNING ALARM, SEE REFRIGERATION DRAWINGS 22 TRENCH DRAIN, SEE II A -hl PROVIDE %a" PLYWOOD FINISH AT ONE SIDE OF COOLER EXISTING ROOF AND OVERFLOW DRAIN TO REMAIN EXISTING MARSH GA5 VENT PIPE TO REMAIN ON -SITE CONCRETE TO MEET AND MATCH FLUSH WITH FINISHED FLOOR ELECTRICAL EQUIPMENT DEDICATED CLEAR SPACE - PAINT 4" WIDE WHITE DIAGONAL STRIPING AT 2' -0" O.G. (2 GOATS), TYP. FLOOR PLAN NOTES I. PROVIDE (2) ACCESSIBLE CHECK-STANDS. CHECK-STANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 36" AISLE ON CUSTOMER SIDE OF THE GHECKSTAND 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 CHECK-STANDS 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 ". SEG.:3103A(c)2C(III). 3. WHERE "QUICK" CHECKSTA•D(S) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. SEC.; 3103A(c)20(I 11). 4. PROVIDE STAINLESS STEEL COVER @ BACK OF HOODS and OVENS WHERE CERAMIC TILE DOES NOT OCCUR. FILED VERIFY W/ 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. 7. ACCESSIBLE COUNTER MIN. 36" LONG AND NO MORE THAN 28" TO 34" ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 11228.4. 8. GENERAL CONTRACTOR TO HIRE REFRIG./MECH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. Q. ALIGN ALL FINISHES 4 SEAL ALL GAPS. WHERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE 4" PER FT. MAXIMUM. 10. II. PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR - CEILINGS and ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED. 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. MISG. NOTES and DETAILS. 14. SEE ELECTRICAL DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES FOR ELECTRICAL CONDUITS, FLOOR DUCTS, and 5TUB UP5; WALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC., and ADD. MISG. 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. MISG. 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. I8. 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. lg. 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 PIPES 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. 23. REFER TO ELECTRICAL DIN65. 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 1011.3. REFER TO SHT. A1 DOOR TYPES K, (5IM.) 26. FOOD PREP AREA WALLS TO BE CONSTRUCTED ON GONG. CURBS REFER TO DETAIL 5 /A6.I, U.N.O. !, 27. 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. 201. REFER TO DETAIL 9/A -6.0 AND MECHANICAL DINGS FOR MORE INFROMATION. LEGEND FLOOR PLAN SCALE 1/5"=I'-0" WALL TYPES IT/ r/r/t,i /1; (E) GMU WALL (W/ FURRED WALL WHERE OCCURS) TO REMAIN (E) STUD WALL (E) 1 HR. RATED WALL (E) FULL HEIGHT DEMISING WALL (PROVIDED BY RETAIL CENTER) I HR. RATED WALL (N) STUD PARTITION WALL NV 5/8" GYP. BRD. BOTH SIDES TO MIN. 6" ABOVE CEILING LINE. ALSO REFER TO I2/A -62 AND STRUCTURAL DINGS. (N) 4'-6" HIGH LOW PARTITION WALL (N) COOLER/ FREEZER WALL (N) GONG. SLAB (N) SLAB CUT FOR FLOOR DRAIN 0FE FIRE EXTINGUISHER, G -GLASS (K- GLASS IN KITCHEN) +-HB. HOSE BIB (SEE PLUMBING DRAWINGS) F.5. FLOOR SINK (SEE PLUMBING DRAWINGS) REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION RECEIVED MAR 312010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. 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 NODEL RETHII. Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 . T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: U• W 0 a FLOOR PLAN DRAWING TITLE: REVISIONS: HEALTH DEPT. A COMMENTS BLDG. & SAFETY 1 COMMENTS BLDG. & SAFETY 2 COMMENTS n A A A A A DATE 02 -09 -10 JOB NO. 09293 SHEET NUMBER A -1.0 im 0 / 8' -4" 2' -4" ELECTRICAL PANEL BOX SAFE - -J I I4 MILLWORK . 1I' 2' -0' ,L 4'-0 . 9 11 •111 t`.% TIME CLOCK L_ — MPOE ELEVATION REFRIGERATION ALARM —11 REFRIGERATION ALARM COMPUTER RACK 3" DIA. CONDUIT 1N/PULL STRING FOR TELEPHONE 4 CAMERA GABLE TIME CLOCK LEGEND cp SINGLE RECEPTACLE WITH ISOLATED GROUNDING SINGLE RECEPTACLE i DUPLEX RECEPTACLE WITH ISOLATED GROUNDING CP DUPLEX RECEPTACLE QUAD RECEPTACLE WITH ISOLATED GROUNDING QUAD RECEPTACLE v TELEPHONE v DATA MIL1.3 ORK 1 \o o I SIDE �� MILLAORK 11 ELEVATION NORTH -.4 1114 Y17.4.1.:21.nYtYLVEVAY:269.2417ADV:WW.W:W.VONN:PWAY:.W494We.V:4V.VMAWAVVeNV:W. e:M■Ver4ZWN:PA Atle NORTH RESTROOM KEYNOTES O I LAVATORY I -1/2" DIAMETER 5T 42" LONG AT SIDE AND 36" AT REAR 18' LO G AT T• D RTICAL SURFACE MOUNTED SOAP DISPENSER. SURFACE MOUNTED FEMININE NAPKIN - TAMPON VENDOR. 'XLERATOR' XL ELECTRIC HAND DRYER MIRROR W/ 3/4" WELDED SEAMLESS STAINLESS STEEL FRAME. SURFACE MOUNTED TOILET - SEAT -COVER DISPENSER SURFACE MOUNTED TOILET TISSUE DISPENSER. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL. PROVIDED AND INSTALLED BY G.G. WATER CLOSET. REFER TO PLUMBING DRAWINGS. WATER HEATER . 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 JANITORS' ROOM ENLARGED PLAN SCALE 1/4"=11-0" 11 HENS' RESTROOM 4 LOCKER ROOM ENLARGED PLAN SCALE . 1/4 " =1' -0" RESTROOM NOTES OFFICE ENLARGED PLAN 4 ELEVATION SCALE 1/4 " =1' -0" 17 4'-6" (E)oFNG: 11 MENS RESTROOM 2 ELEVATION B ELEVATION ANGELED.WALL ELEVATION WOMENS' RESTROOM n \ \ ELEVATION ANGELED B 1 125 ELEVATION Fri I JANITORS' ROOM ELEVATION / ELEVATION ELEVATION 4 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION 1124 1 128 SECOND FLOOR PLAN SCOPE OF WORK SCALE I /8 " =1' -O" 18 RESTROOM 4 JANITORS' ROOM INTERIOR ELEVATIONS SCALE 1/4 " =1' -O" 1. PROVIDE I -1/2" CLEARANCE BETWEEN WALL AND GRAB BARS. 2. DRAIN AND HOT WATER PIPES UNDER ALL LAVATORIES TO BE INSULATED. 3. GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250* LOAD AND SHALL NOT ROTATE WITHIN THEIR FITTINGS. 4. FLUSH VALVE CONTROL ON WATER CLOSET SHALL BE OPERABLE BY AN OSCILLATING HANDLE WITH MAXIMUM FORGE OF 5 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. b. A CLEAR SPACE OF 50" X 48 SHALL BE PROVIDED IN FRONT OF LAVATORY TO ALLOW A FORWARD APPROACH AND COMPLY WITH. 1. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES (TOWELS, WASTE, COIN SLOTS, ETC.) ARE TO BE WITHIN 40" OF FLOOR. 8. MIRRORS - MAXIMUM 40" ABOVE FLOOR. g. 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. 11. 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. 15. TOILET ROOM SIGNS PER DETAIL 14. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WI ONE HAND) SHALL BE OF TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORGE NOT EXCEEDING 5 LBS. 15. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR 4 WITH A CLEARANCE OF AT LEAST 201' FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN. OF 50' IN WIDTH 4 8" MIN. DEPTH AT THE TOP.TOE CLEARANCE SHALL BE A MIN. OF q" HIGH FROM THE FLOOR 4 A MIN. OF 11" DEEP FROM THE FRONT OF THE LAV. lb. 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 18. lg. LEAST 10 SECONDS. ADD BATTERY POWERED SENSOR VALVES TO URINALS 4 HAND LAVATORIES. PROVIDE BATT INSULATION AT RESTROOM WALLS AND LOCKER ROOM WALLS FOR SOUND INSULATION. MULTIPLE ACCOMMODATION TOILETS: I. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 52" WHEN LOCATED AT THE END 4 54" WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 410 DEGREES FROM ITS CLOSED POSITION. 2. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MIN. q" CLEARANCE FOR FOOTRESTS UNDERNEATH 4 A SELF - CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION 5504(I.I)2G 15 NOT REQUIRED. 5. THE INSIDE 4 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. UNIT CONDENSATE DRAIN, SEE PLUMBING DRAWINGS (L) 5.A. EXTEND TO UND ;Z IDE OF ROOF, SEE 5 T DINGS. FOR ROOF CON ION DETAILS ONE LAYER OF 5/8' GYP. BD. ON STEEL STUDS AT 16" O.G. WITH I" TYPE 5 DRYWALL SGREW5 8" O.G. AT VERTICAL JOINTS AND 12" O.G. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS TO BE STAGGERED 32" ON OPPOSITE SIDES ADJ. SPACE (A5 OCCURS) 2nd FLR. FIN. FLOOR • BATT INSULATION, INHERE OCCURS. SOLID BLOCKING AS REQUIRED TYPICAL. ADJ. SPADE (A5 OCCURS) 1— • \\ \ \1v�� — — — GROUND FLOOR CEILING AS OCCURS, SEE A -2.0 NORTH 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 S" MIN. DEPTH AT TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND SHALL BE MIN. q" A.F.F. AND MIN. 11" DEEP FROM FRONT OF LAVATORIES. BOTTOM OF MIRROR LAVATORY / SINK WITH CARRIER SUPPORT 1 HANDICAP KNEE SPACE II MIN. LEG z CLEARANC � Z u' 11" MIN. N m N INSULATED DRAIN PIPE AND TRAP W/SLIP JOINT FITTING TRUEBRO MODEL NO. LAV -GUARD (800) 540 -5g6q OR APPROVED EQUAL. FINISH FLOOR \ \ \\ ---.."--51-.81" " MIN. :Mew Al i1 s 1 ITrI SGIN4AO8 c CONDENSATE DRAIN DOWN IN WALL, SEE PLANS FOR SIZE. LEVER TYPE FAUCET CONTROL RUBBER HOSE and CLAMPS ESCUTCHEON PLATE LAVATORY SUPPORT W/ CONGEALED ARMS. STUD WALL q" MIN. TOE CLEARANCE. 03 -I8 -02 12" DOOR SIGNS: RESTROOMS MANUFACTURED BY: TUBULAR SPECIALTIES MFG., INC. (8OO) q5q -811q FOR ADDITIONAL HANDICAP ACCESSIBLE REQUIREMENTS, REFER TO SPECS. I. 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 DOLOR AND CONTRAST MODEL NUMBERS: WOMEN'S "840" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "84O -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. (8O0) 41541-81141 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 TWO 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 I /40 °. SGIN4AO1 11-T1-01 LAVATORY DETAIL SCALE 1 " :1' -0° PLEXIGLA55 RESTROOM AGESSIBLE SIGNS SCALE NONE SCEC2A08 WATER FOUNTAIN, SEE PLUMBING DRAWINGS Oq -0I -08 401 Y41 (4,20\AV- * 18" MIN. IF ALCOVE DEPTH 15 > 24 ". SGIN4AOI 1 1/2" GLR. NOTES: I. PROVIDE SMOOTH GRAB BARS WITH W/ NO SHARP CORNERS. STANDARD SATIN FINISH. 2. DESIGN COMPLIES W/ 250* DESIGN LOAD REQUIREMENTS. 05 -I2-g1 W.P. GYP. BD., FOR FINISHES, SEE FINISH SCHEDULE - TYPICAL. WOOD BLOCKING. 1 1/2"47 56" GRAB BARS, 56" OR 42" LONG AS OCCURS. METAL BRACKETS : 4' -0" O.G. MAX. W/ (5) I/4 "0 SELF - DRILLING / SELF - TAPPING SCREWS THRU 3/16" THICK BACK PLATE FOR GRAB BAR SUPPORT - TYP. 12" x 5/16" THICK PLATE 0/ MIN. (4) STUD W/ *10 SCREWS @ 5" O.G. , EA. STUD SPAN PLATE OVER (4) STUDS. METAL STUDS @ lb" O.G. Wl SOUND INSULATION AS OCCURS. MECHANICAL DUCTWORK SHAFT SCALE 1/2° = I' -0" 20 WOMENS' RESTROOM 4 LOCKER ROOM ENLARGED PLAN SCALE 1/4 " =1' -O" 15 ACCESSIBLE WATER FOUNTAINS (IN ALCOVE) SCALE NONE 10 GRAB BAR ® METAL STUD WALL SCALE 5" = 1' -0" b10 -019 RECEIVED MAR 3 1 2010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RE 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 NODEL RETOII. Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: U w -3 a DRAWING TITLE: Z 0. Ja W C 0 0 ce J N u. Z 0 0 W p a CC a> J W Z W W REVISIONS: HEALTH DEPT. COMMENTS A BLDG. & SAFETY/ / COMMENTS / \ n n A n A n 0 n DATE 02 -09 -10 JOB NO. 09293 SHEET NUMBER A -1.2 6"MAX. -r y / / / / - Ic.1=.1•11 7.113 -- •-�._ �V- SUITE 150 1,506 Sc. FT. TOTAL SALES 150 -101 l / 1 I 1 FD DRAIN BD -1 SERVICE . I I 150 -102 I I KITCHEN .4 PREP AREA r-1 LJ II II 11 11 J L. S ORAGE 150 -104 3'-0" 1 UNI -SEX TOILET REFER TO 3/A -12 FOR TYPICAL MOUNTING HEIGHT REQUIREMENTS 351 -3" 34' -4" 2' -IO" 4" SUITE 150 FINISH SCHEDULE ROOM NO. ROOM NAME FLOOR SUB FINISH BASE WALLS CEILING FASCIA SOFFIT MAT. FINISH MAT. FINISH MAT. FINISH MAT. FINISH z 0 CERAMIC TILE QUARRY TILE w pi F.R.P PANELING LAM. PLASTIC lU T -BAR GRID EGG SHELL- ENAMAL VINYL GYP. PANELS ACOUSTIC 9 1 w 101 SALES • • • • • • • • • • • • 102 SERVICE • • • • • • • • • • 105 KITCHEN 4 PREP AREA • • • • 104 DRY STORAGE • • • • • • 105 UNI -SEX TOILET • • • • / \ 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. SUITE 150 EQUIPMENT LIST EQUIP. NO. EQUIPMENT DESCRIPTION MANUFACTURER CABINET, CASH WRAP, LAMINATED, FORMICA TECHNO DISPLAY \d \ \/'/ \\// / / / / / / / / _ SUITE // / /- -1 150 / / 1,506 SO. FT. / / / TOTAL i 3' -6" 7 a'_6" / / / ENLARGED. SUITE 150 FLOOR PLAN SCALE 1/4"=1'-0" 2 5 4 5 6 7 GASH REGISTER SHARP ELECTRIC DISPLAY CA5E, DRY BAKERY, 71 --/8 "x55 "x4-1 -Y /e" TRUE FOOD SERVICE, TCGD -71 DISPLAY CASE, REFRIGERATED, 'T1 --/8 "x55-72" x47 - -/8" TRUE FOOD SERVICE, TCGR -71 HAND SINK, 5/5, 1-P5 -25 ADVANCE TABOO TABLE /CABINET, PACKAGING, LAMINATED, FORMICA TECHNO D I SPLAY COOLER, REFRIGERATOR, I0'- 6 "x'1' -O" ESG MODEL NO. COOL SOLUTIONS REACH -Irt, G- SERIES, TRAULSEN (G12OIO), 2q -Y 1 1 pv..) ti.0) 411 11* ►_ T•7 z •T•Ter zoz - z TOT•T•T• .) = ,c=1_= = t=.2= _c=��_ZC=1=2- == -- - - - -1s- - - - - Sze- 7• =�=_ l=1T =7c=� _:C =t4_ 4..1/�=_c=0=_�_ 4..S �� 2� •• :E =.t >►'" 1� f ..J ■ WALL DISPLAY 9- 4' -6" -SALE 150 -101 531 S. FT. 35.1% 5'-0" 4'-10" in 1 9- 23' -3" u� WALL DISPLAY 51 -0" a-/ w11 1 1 1 �I SERVICE I !L, 150 -102 TABLE DISPLAY 51 -0" tn 51 -0" 0 Q 3' -2" 1 PREP AREA Q6a SQ. FT. 64.3% 150 -103 ylry Attk_AIIA. II II 21 II II in F.S. 0 ® 0 I U� S ORAGE 150 -104 F.5. I 0 F.D. UNI -SEX \ TOI 2' -2" F.8 F.P. DRAIN BD -4 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION NORTH OVEN RETAILER 4, REED OVEN MODEL 5- 26x°12, 10'- 6 "x1'- 5 "x6' -10 Y2' REED OVER CO. 10 I I 12 15 14 15 16 HOOD, 5/5, 8'- 0 "x4' -0 ", MODEL AH2O w/MAKE -UP AIR AHSFoi AMERICAN HOOD RANGE, GAS, STOCK POT, I8"x20" JADE SUPREME, JSP IS MIXER, HOBART, HL600, 60 QUART HOBART MOP SINK, FLOOR MOUNT, 18 "x20 "x6" ADVANCE TABOO SINK, 5- COMPARTMENT, 5/5 1 ND I RECT WASTE 1 NTEROEPTOR, FLOOR 51 NK WATER HEATER, TANKLESS, MOBIUS T -M5O JIMEX CORP., 553 -28 JAY R. SMITH MFG. CO. TAKAG I 11 TABLE, FOOD, 4 VEGETABLE PREPARATION, 5/5 JIMEX CORP., 551 -ISR I5 LOCKER, 150X STYLE, STD. GSA SHELVING IQ SHELVING, WIRE, 18 "Dx72 "L METRO SHELVING 20 SHELVING, CUSTOM, LAMINATED, FORMICA TECHNO DISPLAY 21 TABLE, BAKER'S, MAPLE TOP, 4'- O "x8' -O" JIMEX CORP. 22 HOOD, 5/5, 41'- 0 "x3' -0 ", AH2OD, DIRECT DRIVE EXHAUST FAN, UL162 AMERICAN HOOD 23 CABINET, COFFEE, IN/GRANITE COUNTER TOP TECHNO DISPLAY 24 CABINET, TRAY, 1,4/GRANITE COUNTER TOP TECHNO DISPLAY FLOOR PLAN NOTES ENLARGED SUITE 150 FIXTURE PLAN SCALE 1/4 " =1' -0" 2 AT -�-�- - - - - - �- �- � ..-•-•- - .►- - - : _ - *: *: *T *- *- -DTOW -o- -O- - - - - TWO- AT - .3+ = ==c=S == =1= ..►== _c=1== 7c=1=3 :2*- We- =OT To_ _O_ ToT•T•- •7•7 -•_2 -_ L ..117c_! =1:7C M7C 1/=== i._1 =2 1 7:Z=C:13- T `�I DRAIN BD +10' -0" AFF NORTH ENLARGED SUITE 150 REFLECTED CEILING PLAN SCALE 1/4 " =1' -0" 1444-4r4----4141' .�� • Eib!hHfliibhiii!iJ: c ♦ - % �� ■ 41110E1111 '� . �, ,, //� 17 7 = ••■ ■ ■ ■ ■ ■ ■ ■=■ ••• ■ ■ ■A= ■■ ■/ / / / / -IN E= '-1I■■■llllllllll� IN ME= INWI' MAW '41!2•011PliiiralelnEll••• >) I ■�I ■ ■ ■ts..! .ilia;` milA asr�twsig Xm:mmI■■� r TOIVI .. �� 1 Lei ...�._,'. ♦ ■�_..:.. ►-__L.. /A A. A. �. , A AdEP .4 2i, d .1 ,AIL AIAAA,rJENNELTAmmtnimmiumminimpiiiimmunism _�__ Aigh. � �- - - TOT�T�T�To- TOT �T�T�T�T�TOT•T•TO- PTO- - - .• T�T�T�T�T�- �T�T�T�T�T�T�T�To- ToT•T•-�- - -PTO- ToT•T•TOT�T� �T_7�_11 =_: _1_.!-_ =4.._ =_- 717. 7�- WE Wl�T�T AT•T•To- ToT•T ∎M4_�:_ l_>►T_7C_!__-`_ /_�___4 1=4.571:747. E En t.= ?� �� Y- i ► a=�►.0 :.=3w>�eL7lr � Mil►�M i��i.1� fl/ 1111 I�s>•II�� =IP\I ■■� V ll■ ■11�IJI 1 ► :71iPmmomiviliwmormilirow:; : r��r��■ri��I I ,__moil &Ay4 A , 04444 ismisadiffasealonmEm #4.4744"44.4?"47414041440# 1111111 41.4.949.4.46#44P4.1 141kiktitila‘ev .9411&44111•401 iriamer.41. rA re A rm 7 _■■■■■■■■4grarAlin i��ll�l■ II IIl���Ilw 1 ���'J ■III4IIi���i�� ���� ■ul 111Ei1111■� __ ••_111 V11110 ∎11■111111 �IlI 1111 " O ■ ■11 11!!• 1 fir_ ■I ■ ■li ■�I �Nom■1 A ■■■■ ■Illll�R IIv■■■■I IyAuii :1111 _:ten laipI 1111 111RIh1111 1 91 r_•_ ❖_.►_Al� ) biz = =e0.1 liliP11011 4111 1111/1 I li�l ■■ ■■ ■\1■ ■� IQ\■M■■R7i■■ ■■■■ NORTH I. PROVIDE (2) ACCESSIBLE GHEGKSTANDS. CHECKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 56" AISLE ON CUSTOMER SIDE OF THE CHECKSTAND W/ ADJOINING COUNTER HEIGHT NOT EXCEEDING 35" 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(c)2C(I11). 5. WHERE "QUICK" GHEGKSTAND(S) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. SEC.; 3103A(c)2C(III). 4. PROVIDE STAINLESS STEEL COVER @ BACK OF HOODS and OVENS WHERE CERAMIC TILE DOES NOT OCCUR FILED VERIFY W/ OWNER'S REPRESENTATIVES; FULL HEIGHT X WIDTH OF HOOD, TYP. 5. REFER TO ROOM FINISH SCHEDULE, SHEET A -1.0 FOR MORE NFORMATION 6. PROVIDE STAINLESS STEEL METAL CLOSURE STRIPS @ ALL CASE and WALL INTERSECTIONS - TYP. 7. ACCESSIBLE COUNTER MIN. 56" LONG AND NO MORE THAN 28" TO 34" ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 112213.4. 8. GENERAL CONTRACTOR TO HIRE REFRIGJMEGH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. ALIGN ALL FINISHES 4 SEAL ALL GAPS. 10. WHERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE 4" PER FT. MAXIMUM. I I . PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR - CEILINGS and ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED. 15. 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. MISG. 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. MISG. 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 GASES, TUBS and OTHER FIXTURES, PRIOR TO BEGINNING THE CONSTRUCTION. PROVIDE FURRING, STUB UPS, OUTLETS, WATER and DRAIN PIPES PER MANUFACTURER'S REQUIREMENTS. 18. 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. la. 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 PIPES 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. 25. 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 CONC. CURBS REFER TO DETAIL 5 /A6.1, U.N.O. Q 27. 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 DETAIL Q /A-6.0 AND MECHANICAL DINGS FOR MORE INFROMATION. KEY PLAN NO SCALE ENLARGED SUITE 150. FLOOR FINISH PLAN O SCALE 1/4 " =1' -0" 4 RECEIVED MAR 312010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. 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 NODEL RETAIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: DRAWING TITLE: REVISIONS: HEALTH DEPT. 1 COMMENTS BLDG. & SAFETY COMMENTS A BLDG. & SAFETY / 2 \COMMENTS A A A A A A DATE 02-09-10 JOB NO. 09293 SHEET NUMBER A -1.3 441'-1 1" $ (E)T.O. COPING F.V, 26' -4" (E)T.O. COPING 24' -b" T.O. HIGHEST RTU $ IQ WI Iq' -3" (E)LOW . OF ROOF CS- 2b' -4" (E)T.O. DOPING SLOPE (E) C-> 44' -I" (E)T.O. COPING (E)HVAG (E)HVAG SLOPE SLOPE (E) B.O. ROOF DECK (E)RTU -b (E)RTU -5 (E)RTU -5 City Tukwila (E)RTU -2 3q' -5" (E)T.O. BUILT -UP INSULATION 52' -b" ^ T.O. COPING \ RIDGE (E) RIDGE (E) RIDGE (E) E)HVA 'E)HVAG ( E)RTU- I _ SLOPE (E) SLOPE (E) SLOPE (E) SLOPE (E) SLOPE 38'- B.O. ROOF DECK 38' B.O. ROOF DECK (E)HVAG 'E)HVAC (E)RTU -4 $ (E)B.O. ROOF DECK 24'-6" T.O. HIGHEST RTU (E)LOIN - OF ROOF TSLOPE YP (E) 44' -I" (E)T.O. DOPING q' -3" (E)LOIN PT. OF ROOF 24' -6" T.O. HIGHEST RTU 261-4" 4 (E)T.O. COPING zik 441 -1" (E)T.O. COPING 3q1 -7" (E)B.O. ROOF DECK m 26'-4" (E)T.O. COPING v Ci) NORTH s ROOF PLAN KEYNOTES O NEW CONDENSER UNIT, SEE REFRIGERATION DINGS. O . NEV EQUIPMENT PLATFORM, SEE DETAIL O NEW ROOF OPENING, SEE DETAIL d 25 A -6.0 A-6.O O NEW ROOF ACCESS HATCH, SEE DETAIL O NEW PARAPET WITH MIN. 24 GA. G.I. COPING, PRIME AND PAINTED NEW AMBIENT LIGHTING (UP- LIGHTS) AT BACK SIDE OF (E)CANOPY, SEE 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 it REPAIR WHERE DEMOLITION OCCURRED ROOF PLAN NOTES CONTRACTOR TO PROVIDE CRICKET AS REQUIRED FOR POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENING, PLATFORMS, ETC.. 2. VERIFY LOCATION AND SIZE OF ALL ROOF OPENINGS, EQUIPMENT PLATFORMS, ETC. WITH. RESPECTIVE CONTRACTORS. 3. WHERE VENT PIPES AND UTILITY LINES PENETRATES THE ROOF SHEATHING, REFER TO DETAIL 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. 2 1. TERMINATION OF TYPE I HOOD EXHAUST OUTLET SHALL of LOGA I ED NO LESS THAN 10 FE— i HORIZONTALLY FROM PARTS OF THE SAME OR CONTIGUOUS BUILDINGS AND 10 FEET FROM INTAKE AIR. ROOF PLAN SCALE 1/8"=11-0" b10-~ 019 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: 0104 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 RECEIVED MAR 312010 PERMIT CENTER 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: Z 0. 0 0 CC DRAWING TITLE: REVISIONS: A BLDG. & SAFETY 1COMMENTS BLDG. & SAFETY COMMENTS A A A A A A A A DATE 02.09.10 JOB NO. 09293 SHEET NUMBER A -3.0 OPEN TO ITE #I4•G BEYOND i i ELEVATION A 1 —s ELEVATION B OPEN TO ()MALL BEYOND ELEVATION I C 1 FINISH SCHEDULE SUITE 150 INTERIOR ELEVATIONS SCALE 1/4"=11-0" PT -I MFG. : FRAZEE COLOR LIFE COLOR : CL211I161 - ARROWROOT FINISH : EGGSHELL LOCATION : WALL / SOFFIT MFG. : FRAZEE COLOR LIFE COLOR : GL2713M - TOFFEE FINISH • EGGSHELL LOCATION : WALL / SOFFIT ('T_' MFG. : FRAZEE COLOR LIFE COLOR : GL2775D - VENISON FINISH : EGGSHELL LOCATION : WALL / SOFFIT PT MFG.. : FRAZEE COLOR LIFE COLOR : CLI835D - SLAM FINISH : EGGSHELL LOCATION : WALL / SOFFIT /OT_'6") MFG. : FRAZEE COLOR LIFE COLOR : CLI626N - FRENCH NARROW FINISH : EGGSHELL LOCATION : WALL / SOFFIT MFG. : FRAZEE COLOR LIFE COLOR : CLIci53D - WEEDEN FINISH : EGGSHELL LOCATION : WALL / SOFFIT MFG. : FRAZEE COLOR LIFE COLOR : CL27T 1N - TONTO FINISH : EGGSHELL LOCATION : WALL / SOFFIT Q:71._8 MFG. : FRAZEE COLOR LIFE COLOR : CL3Oa5D - SLATE FINISH : EGGSHELL LOCATION : WALL / SOFFIT FT_a�MFG. : FRAZEE COLOR LIFE COLOR : CL284412 - DIALOGUE FINISH : EGGSHELL LOCATION : WALL / SOFFIT PCT -I� MFG. : FRAZEE COLOR LIFE COLOR : GLVIII2N - METAPHYSICAL FINISH : EGGSHELL LOCATION : WALL / SOFFIT (PT -11 MFG. : FRAZEE COLOR LIFE COLOR : CLV2I06A - ISLAND FANTASY FINISH : EGGSHELL LOCATION WALL / SOFFIT MR-I MFG. : MARLITE COLOR : 318 - WINDSOR ANIGRE FINISH : FAUX WOODGRAIN LOCATION : WALL MFG. : NEVAMAR COLOR : W8294T - GROWN CHERRY FINISH LOCATION : WALL / SOFFIT MR -3 MFG. : NEVAMAR COLOR : 11A0002E - TANGIER ANIGRE FINISH LOCATION : WALL / SOFFIT MR -4 MFG. : NEVAMAR COLOR : 1048343PV - CREST MAHOGANY FINISH . LOCATION : WALL / SOFFIT MFG. : SUNBRELLA COLOR : 4611 - TUSCAN STYLE FINISH : FABRIC LOCATION : WALL / SOFFIT (F -I) CF -ID A A A NMI RIM REIM CF -i) 1117/ATI F -I EMU 11 11 11 MIT 1111111111111111111111111111111 CID CF -') @ -� @ -2) ELEVATION A CR -D (PT -) 0 "ZZZ ( MR / \ / \ / \ 1\ / \ / \ / X X wiwv. -it r ELEVATION 0 ELEVATION 111111 1 1 I 1 OPT -2 ( MR 4 (T -) tr -i • • 0 0 //j eeS• m- IMO MO MEW wan Iza ems no sidli ELEVATION B AMR -I 111J11, 1 1 r (PT-'2) MFG. PT- (MR -D ELEVATION D • • a MIMMEIMMIN MMM MMMIN MMMI MMINNMMIIM 11 • )1 1 ELEVATION 0 fC&JFoR :� a,� N APR 09Z010 qi City Of Tukwila &DING of rn.Ri SUITE 140 INTERIOR ELEVATIONS SCALE 1/4"=11-0" FILLING STATION CI 17 7 IXI PHARMACY I \ /ES COUNTE f f f f (fill ELEVAT ON [] 1 1 1 1 I I 1 1 tZII.C.1.TZGM$•I•LTR AHD IIAOTT PHARMACITY f'RESCRI ION )2F<OP-19,F // SALES COUNTER 1111 1 1 1 1 1 f f f f f f it T =5C,11 P41 �1GK�P\ Y ELEVATION D ELEVATION B OFFICE/ STORAGE % % � FILLING STATION \ PRESGRIP 11ON / 2,1G1(4)R,,, \ FILLING STATION SINK 1' GRI ION DROP -OE 7 1 X 1 - \ \ , U NED CAE'. i 1 / 0 0 SINK 0 0 RESTROOM 17 7 1 X 1 iLlh 0 : o o o o e o o • .- . • �\ H - - a 1 e o o f' M o a o o 0 o o e I � ELEVATION D ELEVATION B OFFICE/ STORAGE FILLING STATION D \ o / GGVTROLLE SINK 7 1 X 1 - \ , U NED CAE'. • 1 0 0 0 0 0 0T 0 0 0 : o o o - - e e 0 1 f' ELEVATION 0 PHOTO DVD 'SALES C.QUNTER 1 IN 1 1 1 1 1 1 FILLING PHARMACY STATION ELEVATION I C I biOOL 9 // ELEVATION 0 RECEIVED MAR 312010 PERMIT CENTER SUITE 130 INTERIOR ELEVATIONS SCALE 1/4"=V-0" ALL DRAWINGS AND WRITrEN 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 NODEL RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT 'ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: DRAWING TITLE: ON L!i z I— 0 ots P > d W Tim ..I W O CC C12 0 W - _ W. 5 H NZ REVISIONS: A A A A A A A A A A A A DATE 02-09-10 JOB NO. 09293 SHEET NUMBER 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 NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED ' CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: U CL w a .1 ncp 1- 1 W MISCELLANEOUS R REVISIONS: A A A A A A A A A A A A DATE 02.0910 JOB NO. 09293 SHEET NUMBER A -6.0 'I. �y I,, I I , j I I TOP SLOPES DOWN I/2" �� 1/2" FOR DRAINAGE PLATFORM FROM 3/4" PLYWOOD - SHAPE EDGES AS SHOWN ALL AROUND - MIN. 26 GA. GALV. ROOF AS OCCURS. COMPRESSION STRU RUNNER TEES. FIRST WIRE. NO. 12 GA. WIRE VERTICAL HANGERS AT 4-0 O.G. EACH WAY. 4-NO. 12 GA. WIRES SPLAYED 45 IN FOUR DIRECTIONS 410 DEGREES APART. 4. LATERAL FORGE BRACING: HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN TWO INCHES OF THE CR055 RUNNER INTERSECTION AND SPLAYED 410 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FRO THE PLANE OF THE CEILING. A STRUT FASTEN TO THE MAIN RUNNER SHALL BE EXTENDED TO AND TO THE STRUGT. MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT TUBULAR STEEL SUPPORT, REFER TO STRUGT. DINGS. PRIME AND PAINT COLOR 1- = ;I, A-I '� Q I O I w j 1L POLYURETHANE CAULKING APPLIED BEHIND TURN -UP AND 5' ON TOP OF THE DRAW BAND DRAW BAND A5 REQUIRED MEMBRANE GASKET SEALER BY MECH. CONTRACTOR HVAG UNIT NAILER STRIP BY GENERAL. CONTRACTOR INTERNALLY LINED SHEET MTL. DUCT BY MEGH. CONTRACTOR , COORDINATE WITH J REFRIGERATION CONTRACTOR FOR ALL DIIMENSIONS o <o> C�c7U�7A0 24 GA. GALVANIZED / IRON - - / - I I I / 1 I I 1 LEVEL 1/4" GALVANIZED � - _ - 0 ROOFING -CARRY OVER TOP OF PLATFORM „ 3 -I/2 SHAPED WOOD CANT, TYP. b" STEEL COVER ROOF MOUNTED EQUIPMENT SEE ELASTOMERIG SEALANT -�' �I PER ARCHITECT. 8" WALL. NOTES: L / Ikon" A5 O R5• _FASTENED J f 8" w / < SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT; INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' -0' FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORGE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL w PIPING OR DUCT WORK THAT 15 NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL w FORGE. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A `n MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WHICHEVER 15 GREATER, WITH A SAFETY FACTOR OF 2. PERIMETER MEMBERS: FOR TILE CEILINGS, ENDS OF MAIN RUNNERS AND GROSS MEMBERS SHALL STAINLESS STEEL : -. �� CLAMP ROOFING CEMENT, TYP. ROOFING I i I j � I I � I FLAIR TOP OF LEAD SL VE z BOOT WITH MINIMUM I" '(URN -UP CONTINUOUS WELD GONT. EDGE SEALANT AS REQb. 51NGL.E PLY ROOF MEMBRANE •/ / '1 ' �� / is / / / MAX. TYP. TENANT SPADE: MAX. 6' -O / MECH. DINGS. LEVEL MEMBRANE FLASHING OVER ADHESIVE L_ COUNT R FL HIN COUNTER FLASHING RIGID INSULATION BY ROOFING CONTRACTOR FACTORY ROOF CURB BY MECH. CONTRACTOR SECURE TO ROOF j ' � 1 LB. LEAD FLASHING SLEEVE -SET FLANGE INTO ROOF CEMENT OVER INTERPLY FELT. (PROVIDED AND INSTALLED BY TUBULAR SUPPORT CONTRACTOR) b„ .:.::•:.•:: _ _ _ _ _ :: , ,S EE FLOOR 12' -0' / NS PLANS. 12' -O" I _ " °_" l') / 6' -0" !MI6 " � I I I , !' MAX. MAX. MAX. FLOOR AS / MAX. OCCURS. / ��l ■ ■1 , i ■ ■ ■ ■■■■■■■1 _ z __,� /l :�____- CONTINUOUS WELD GONT. EDGE SEALANT A5 REQ'D. SINGLE PLY ROO MEMBRANE "�� � ..._ •••�'�•• -,.: � 1 ' �/ / / / � O / / % / l = ■ ■1 I 1 ■�A ■■ ■ ■■�■ ■I 11� _ �■1�l ■ ■1. 1 ■ ®� ■ ■■ ■ ■ ■ ■�1 !Mr j �► I�� '��, \t l � I 1 I I BURGLAR AR� 3/4� RODS ® BIRD SCREEN REFRIGERATION PIPES 2" x I/4" PLATE ® �� - \ 5. II I. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL PROVISIONS OF ASTM C 635 AND ASTM G 636. 2. VERTICAL HANGERS: SUSPENSION WIRES SHALL �� " AT 4 -0 ON CENTER OR NO. 10 GAGE AT 5 -0 VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS. SUPPORTING CONSTRUCTION SHALL BE CAPABLE SUSPENSION WIRES SHALL NOT HANG MORE THAN WIRE OR HORIZONTAL BRACING 15 PROVIDED. DUCTS OR PIPES. WIRES SHALL NOT ATTACH TO EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS BACK 1 I -I/4" COLA - ROLLED CHANNELS FOR 3. PERIMETER HANES GR: THE TERMINAL ENDS OF BE SUPPORTED INDEPENDENTLY A MAXIMUM OF DISCONTINUITY WITH NO. 12 GAGE WIRE OR APPROVED SGIN4A05 01 -01 -08 BE INSTALLED IN ACCORDANCE WITH THE BE TIED TOGETHER TO PREVENT THEIR SPREADING. b. MAIN RUNNERS AND CROSS RUNNERS MAY 8E ATTACHED TO THE PERIMETER MEMBER AT TWO NOT BE SMALLER THAN N0.12 GAGE SPACED ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE ON CENTER ALONG EACH MAIN RUNNER EACH TWO OTHER WALLS. SUSPENSION MEMBER AND TO THE LIGHTING FIXTURES: °= o.•.o ,,.�.�.� • • • • y ' I II '_- ►�� ' I - A ' I I I I _J ROOFING BE PULLED PIPE-5 ,, ' IGID INSULATION, SEE SPECS. � )VA = - - SHEATHING -_ _ _ - _ -_ �' ' TYP I ,� „� "' "" STRUCT. As REQ'D. BY MEGH. CONTRACTOR MIN. 4X LEVELING CURB BY GENERAL CONTRACTOR TO BE CONTINUOUS AND ON % I ' - -" ' - "- - - - __ _ _ _ _ _ _ 5EE DINGS. NOTE: AND WITH METAL DECK, 5EE SEPG'S I FOR ADD L INFO. PROVIDE STABILIZING SUPPORTS i SECURE TIGHT ; " " % I, I I ' -- - .,.::: - -- TYPICAL SHAPED 2x ALL AROUND NOTES' SHAPED 2x PLATFORM SUPPORTS ®I6 O.G. ��" ••• ... `� win ANY CONNECTION DEVICE AT THE I. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. OF CARRYING NOT LESS THAN 100 POUNDS. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF IOOSK OF THE LIGHTING FIXTURE WEIGHT 1 IN b OUT OF PLUMB UNLESS COUNTER SLOPING ACTING IN ANY DIRECTION. NO. 12 GAGE HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS SUSPENSION WIRES SHOULD NOT PRESS AGAINST WITHIN 3" OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. OR SEND AROUND INTERFERING MATERIAL OR 1 SHALL BE USED WHERE OBSTRUCTIONS 2. LIGHTNG FIXTURE WEIGHING LE55 THAN 56 POUNDS SHALL HAVE, IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO NO 12 GAGE HANGERS CONNECTED FROM THE FIXTURE SHALL BE A MINIMUM OF BACK TO HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SPANS EXCEEDING 48 ". 5. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE EACH CR055 RUNNER AND MAIN RUNNER SHALL . STRUCTURE ABOVE BY APPROVED HANGERS. 8 " FROM EACH WALL OR CEILING 4. PENDANT -HUNG LIGHTING FIXTURE-5 SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WALL SUPPORT. USING NO.1 GAGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. i _ __ _ _ •:::% I _ Art _ ��I NTERSEGTI NHS Itax ® p ,;�;�;� IS MAX. °:;:;:. (4) SIDES. '••' O.G. ALL P OR ELECT. PLUMB. m FASTENER AND PLATE _I ii!i!I PEEN END OF ROD (TYPJ NOTE: I I I I I 4' FOR SIZE. .1' .1' \ / ,,,,,, FLASHING AS RECOMMENDED OVER VENT PIPE. " SIZE OF 1/2 �� TO 8 IN DIAMETER. ;_ jai. ' 1 I`I // ALL FOUR SIDES FOR OPENING / / ROOFING AND FLAHHING " EXCEEDS 5". PRIME FINISH 5/4" DIA. STEEL RODS ®6" O.G. EACH WAY ALL STEEL. I. PROVIDE COMPLETE INSTALLATION FOR BY MANUFACTURER. 2. DO NOT GUT PREMOLDED BOOT. IT MUST 3. PREMOLDED BOOTS SHALL BE USED FOR SGRF2A05 -5PR -5 01-01 -08 , L VERIFY WITH RESPECTIVE CONTRACTOR(5) OF ROOF PLATFORMS. 2. PROVIDE BLOCKING BELOW ROOF 5GRF2A04 05-12 -11 FOR EXACT SIZE AND LOCATIONS SHEATHING AS REQUIRED. I NOTE` I WELD BURGLAR BARS TO FRAME AND TO EA. OTHER, PROVIDE BURGLAR BARS @ ALL OPENINGS THAT EXCEED 8 ". PRIME FINISH ALL STEEL. 5GRF2A03 II -2'i -0I RFFFR TO t FF�d FRATION I. PROVIDE COMPLETE INSTALLATION A5 RECOMMENDED BY MANUFACTURER 2. PROVIDE BURGLAR BARS WHEN 5GRF2A01-5PR -5 01 -01 -08 / DRAWINGS FOR DIMENSIONS, COORDINATE W/ REFRIGERATION CONTRACTOR - TYP. I I I I INSULATION, SEE SPECS. SCRFIA04 n REFER TO STRUGT. DINGS. ATTACHMENT AND FRAMING. V FOR ROOF 03 -18 -02 TUBULAR STEL SUPPORT THRU ROOF 5" = 1'_0" 37 VENT, CONDUIT AND UTILITY PIPES THRU ROOF 5 "= I�_O "�I 31 MECHANICAL PIPE HOOD 1 I /2 " =1' -0" 25 CURVED ROOF OPENING W/ BURGLAR BARS (FACTORY ROOF CURB) 1 , /2 " =I' -0" 19 EQUIPMENT PLATFORM 11/2" = I'-O" 13 BRACING FOR ACOUSTICAL CEILINGS/ NOTES SCALE: NONE "NESEA CORP" STANDARD ROOF HATCH SAFETY RAILING RHSR -55 INSTALL PER MFR. RECOMMENDATIONS (215)256 -14150 1 1 SAFETY POST EXTENSIONS 1 1 AS OCCURS (1 HATCH ASSEMBLY WITH INSULATION IN TOP SIDES 2' -6" x 3' -0" 24 GA. G.I. FLASHING PROVIDED WITH HATCH EXTERIOR GRADE GYP SEE STRUCTURAL FLASHING OVER AS REGD. MEMBRANE ROOF, 5EE SPEC. EXTERIOR WHERE CONT. BOTH PIASTER PROVIDE GALV. RAIN EXT. FACE FINISH ;;: • I MASONRY WALL. r � 5/8 TYPE X GYP. BRD. -� 2 x STUD GRID vi • " T�5 BD. UP 3 LINE. BOLTS GESSED WHERE CONT. EXHAUST SEE (E) ROOF 16 GA. 16" O.G., SCREWS TYP. SUSPENSION ONE REFER FOR EXHAUST SUSPENDED T -BAR FANS ME MECH. DRWGS AS OCCURS STEEL 5TUD5 FASTEN WITH MO PER CONNECTION. FOR HOOD ADD'L ANGLE BRACKET FOR IN/ 3" OR BIGGER. ER' \�_A NO. 12 GA. VERTICAL WIRE HANGER, LEVEL CEILING GRID PRIOR TO SETTING TUBE. ANGLE BRACKET SECURE TO EMT INTEGRAL AND PROVIDE IF NOT ASSEMBLY 5/5" BOARD MEMBRANE ADHESIVE OCCURS -OI - WALL, SEE STRUCTURAL DRAWINGS. -5/8 " X EXTERIOR CEMENT - O � SOD �` �'��` 1/2" 1/2 MT. OVER FURRING AS Qb. PAST IGEILING HEADER, DINGS, � STRU T. SEALANT, SIDES - TYP. EMT SLEEVE. PIPE GRO55 NOTE: I i RUNNER AND ROOF STRUCTURES. UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE. EMT STRUT, SIZE AND MAX. HT. As FOLLOW: I /2° OF To 3' -II ", 3/4" UPTO 5' -1" 1" UPTO 6' -6" , I 1/4" UPTO 8 ��6 , I 1/2" UPTO q11-10", AND 4" UPTO 26' -O ". �� �� -- DRILL 5/32 HOLE AND INSTALL I/8 THRU BOLT AND LOCK NUT. 4 - 12 GA. WIRE BRACING SPLAYED OVER CEILING RUNNER. LATERAL FORGE BRACING: _ ® ®� TYPE GYP. BRD. _ FIRE TREATED , !� STOP PLASTER ` \ .PLYWOOD SHEATHING. :'.' SEE STRUGT. DINGS. GATT INSUTION `. : ; : - ...' i'' I �'I !I,� .� I I , 1g" %i �� LI III -;; �; .'` ∎ . _ 1 M ( 1 • �.� • « -� HEADER REFER TOSTRUGTURAL DRAWINGS. CONT. SEALANT CORRIDOR: III 111 I I I II 1 1 1 1 1 1 ;:.: ,.. SOLID.," -. •.: '': :: f3 ......:�::: . .... ':: : ' : ` _ 24 GA. N STEEL SEAL BOLTS AS REQUIRED NTE11 BY BE - ,� ' lir �`I 11 DRIP AT (I) HR FIRE RATED ' TO MECH. 5HT5.� MORE INFO %• ►. • ;;��• � ` �� P� - � f&E . I/2" /� ;/ O j 15/16" \ � J 15 PRESSED METAL FRAME, � :. •5;;.., � IDE COLETE INSTALLATION FOR ROOFING AND F1A5HING AS RECOMMENDED :.j%j:0R . 4. ROOF HATCH SHALL TYPE, 5 -20 2' -6" W/ SAFETY POST, MANUFACTURED i METAL CORNER BEAD, TYPICAL �� •••• •.;;.� AND HANG RS OCCURS. OF MASONRY DUCT DOOR HOU51 NG U w v � u 5GDR2AO1 II -21 / CEILING D. �f., \ ;. • � 3 MIN. /I -O ( 1 x OD DOOR BE. ULD OCCUS. - _ -����� - ■ RIGID INSULATION ROLL - UP •:; '• m 13/4" X 4 I/2" ALUMINUM FRAME. GLASS SGDRIA01 -5 1 -14-06 '' - . CONT.' CAULKING, BOTH 151DE5. 1 1 1 2" /16'' 1 1 DOOR (PAINT ®\ I 1 LINE OF COLUMN BEYOND WHERE I OCCURS x 3' -O" A5 BY THE BILGO 06505. 01 -0I -08 - FASTENER AND PLATE SEE STRUCTURAL FOR ROOF MEMBERS LADDER 04° 1 0 I/4" GO., I 1 DOOR FRAME 5 -1 /8" FOR ADDITIONAL INFORMATION, REFER 5GIN4AI2 01 -01-08 TYPICAL INSTALL BOLT TO SECURE ONE TUBE TO: I TO THE OTHER. TUBES SHALL LAP �� ONE (I) HR. FIRE RATED T -BAR CEILING 6" 16 GA. STEEL STUDS @ 24" 0.C. WITH 2 LAYERS I/2" TYP X GYP. BD. BOTTOM 51DE 4 3/4" T 4 G PLYWOOD AT TOP SIDE, EXTEND I8 BEYOND FACE OF HOOD ALL AROUND GYP. A550C. FILE # C. 4503 STAINLESS STEEL CLOSURE STRIP SEAL ALL AROUND / �_�" �t I ° I SECTION 'A' / NEW HAVEN, CT I ONE ANOTHER AT LEAST 4" I N FULLY E D POSITIO XTEN ED N. SGRFIAII -SPR -S MIN. VERIFY MECH. W/ 5GDR2A01 II -21 -01 DRWGS. ROOF HATCH / EXTERIOR (METAL ROOF) 38 8 EXTERIOR DOOR HEAD ® MASONRY " " (JAMB SIMILAR) 3 =1 -O 32 ROLL -UP DOOR HEAD (STUD WALL) 3 = I -o 26 STOREFRONT HEAD /JAMB SIMILAR (STUD WALL) 3 = I -O 20 A; , ` / �� 1 1 �� P VERTICAL 'COMPRESSION STRUT NONE 2 SAFETY RAILING r ROOF 38 (2) SAFETY POST EXTERIOR FINISH RAME WALL DOWN OUTSIDE 2 INTO SLAB. WAREHOUSE: / // / CORRIDOR: GRID 2 5/4" y MAX. ACCESS AS STUDS MAY 4 '5 --r1- HATCH - REFER TO: z _� 2 w ete w d > 0 0 q \ gym: UNDERSIDE OF ROOF SHEATHING, ROOF INSULATION AS OCCURS. 1 I STEEL CONT. IEXTENSIONS. X N \ PROVIDE AT EACH SIDE RAILS. ROOF FRAMING (5!! STRUCTURAL) 26 r--- DOOR AT GUIDES JAMB. SIDE MATCH FLOOR. I/4 " FLOAT GLASS 13/4 "X4 I /2" ALUM. FRAME `zR a a� O - 9 \ \ - \ nc ` A "a BEYOND. �- J 51MP50N A35 FRAMING ANCHOR 1••••1 - WHERE OCCURS " ::::: NEOPRENE INSERT OR APPROVED ANGLE AT PER EACH STUD 2 x 4 MIN. AT 24" O.G. 2 x 4 BRACE AT 6' -0" O.G. RE TO ROOF FRAMING AS REQUIRED. 3 -I6d NAILS MIN. TO VERTICAL 2 x 4 - TYPICAL. - - Q Q w -. O z o -� I -� I DOORPNT \ - (-- • • ' SEE STAINLE55 CLOSURE STAINLESS FINISH UNDERSIDE DUCT 5EE FINISH.- FLOOR MECHANICAL DING'S STEEL I- _.-_�_ `1 FOR 1 COOKING COMPLIANCE 1 EQUIPMENT I 0 9 2010 1 I O 1 of Tukwila LT T DIVISION 1 I 1 I I/4 FULLY :: 1 \ _ o o MASONRY BEYOND. SLOPE FLOOR „ 1/2 TO SET FRAME CONCRETE NOTE0 INTERMEDIATE LANDING 15 HIGHER THAN OR DOCK, TO BE AT FLOOR ®I MAX. ABOVE " x 2 WIDE ANGLES AT AND AT AND 12" LEVEL. SET ALUMINUM SILL BED IN OF SEEALANT CONTROL JOINT (SEE STRUCTURAL-) CONCRETE SIDEWALK (2% MAX. SLOPE) - °• n I I `� ■ ~� �� ._ A i �: / �� .� PARTITION WALL EACH TO PLASTER. VINYL WEATHERSTRIP. FINISH ' -.- PROVIDE WHEN LADDER .- 18-0 EQUAL. EXPANSION FOR FRAM NG, SEE STRUGT. DRAFTSTOP: 3/8" PLYWOOD OR 3/5" TYPE 2 -M PARTIGLEBOARO OR 1/2" GYP. BOARIS WITH TIGHT BUTT JOINTS, NO PAINT. SUSPENDED CEILING SOFFIT WHERE OCCURS, SEE REFLECTED CEILING PLAN. STRIP STEEL FROM FLOOR TO OF HOOD ' AT FOREGROUND MECH. DINGS. REVIEWED CODE _ APR Cl/ BUILDING I I @ ROOF: Y 1:,`is�� WOOD SHIM BACKER ROD AND TOOLED SEALANT COLOR TO MATCH STOREFRONT AT BOTH SIDES. TYP. SECTION TOP OF PLATFORM WHERE - JOINT - TYP. CONC. SIDEWALK (2% MAX. SLOPE) OR A.G. PAVING WHERE u • P Q R ~ W z _ pp Q �. ::_c, \ 2 4 CONT. \ O - / :: ' ,. [!!!t" x FRICTION FIT GATT INSULATION FILLER NOTE: ° ° L OCCURS \ \ ° d ° . • ° 5GDR2A03 11 -21 -01 • a ° ° a: • ° • a N FLOOR TO ALIGN OF DOOR FRAME OPENING. l I - r I. PROVIDE REMOVABLE DOORS AT CANOPY SOFFITS REQUIRED. ° 2. ALTERNATE: 3 5/8 MT1. BE USED IN LIEU OF 2 X _._.J► . LAST RUNG LEVEL OR OR BELOW. " 3/8 THICK STEEL CLIP TOP, BOTTOM J. • J. EXTEND W/ FULL a r 4 CONCRETE EXTERIOR FACE WIDTH OF u : a . - • a ° d a ' 4• d , °' 5GDR2A041 05- -12 -411 .mr : ° , a a •. a v ° ° �.�...a ° ° • d . ° SGDRIA03 II -21 -0I A I I SECTION 11111111111111IIIIIIIIII IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII ® \ SGINIA01 -5 1 -14-06 !- 6'-O" O.G. MAX. MAX. FROM " TOP OF LANDING TOP STEEL RUNG, BARS. BACKING WHERE OCCURS SEE NOTES, 3 AND 4. I. DOOR SILL (MASONRY) 3" = r -o" 33 ROLL - UP DOOR SILL (STUD WALL 3 „ =1, -0„ 27 BULKHEAD ® STOREFRONT (STUD WALL 3 - 1 -0" .21 KITCHEN - TYP. I HOOD 3/4"=11-0' DRAFTSTOP / ATTIC SEPARATION " = , „ 1 1/2 I -0 WHERE OCCURS: - 5/4 DIAMETER WELD TO FLAT BATT /SOUND AS WALL MATERIAL FINISH REFER OCCURS. TO WAREHOUSE CORRIDOR: GYP. BOARD A5 OCCURS- STEEL JOISTS AS REQUIRED WITH 5/8" TYPE 'X' GYP. BD. ON EACH SIDE. ONE (I) HOUR FIRE- 1•� EXTEND TO UNDERSIDE OF ,�� ROOF FRAMING IN/BRACING , r l PROVIDE DAMPERS, HVAG PENETRATES WALLS FIRE WHERE DUCTS INSULATION, OCCURS. BLOCKING REQUIRED SPACE ROOF SHEATHING 2 x BLOCKING - TYP. SPECS) OR 5EE SIDES HEIGHT) PER AND OCCURS. DINGS. EXIST'G BEAM/ BD. TYP. OCCURS OVER 5 /8" - WHERE `, �/ I -. ® O p- � - PLYWOOD AT STUDWALL pi•, 1 ..•4 C3 C ■ " 5/8 TYPE X GYP. BRD. - / I. z 1 FIRE .TREATED bx WD. POST AS OCCURS. SEE STRUGT. w > WIRE SECURE INSULATION. TYPICAL. 2 x BLOCKING ♦11111111111111♦ ♦11111111111111♦ t 1-11���-�1��11♦ ���11111/111111♦ INSULATION - (SEE 2X WD. OR METAL �' 1•• 1���1 1•• / r- - - - -- L ■ `� INSULATION yMI 7 „ MIN. GLR. FINISH A5 OCCURS. �` O SHIM 13/4" X 4 I/2" ALUMINUM FRAME \ STUDS ®16° o.G. ACOUSTIC - \ RESISTIVE PROTECTION: Uhl FOR and �. x 4" x I/4" x 4' -0" LONG GALV. STEEL ANGLE W/ I/2" DIA. LAE, BOLTS AT IV O.G. " O LIGHT FIXTURES SEE i `► � 1 V'14 r / ►�� �.y 2px b WOOD STUDS " STUDS AT Ib OG STRUGT. DINGS. STION - \ - y tV - -EQ. EQ. ROOELE. ::::w IX WD. MOUNT, TYP. DOOR GUIDES PER DOOR MANUFACTURER. CE-� l rid YPDON EACH SE OF 3 5/8' STEEL STUDS AT I6" S� A,•L PENETATIONS. MIN. 44", SEE FLOOR PLAN. ONE (I) HOUR • �� i • • GATT WHERE \ SOLID AS TYPICAL. ADJ. FLOOR, - ���� / / C� BOTTOM: III �� III ill II� -r �� . ' 5 /8" GYP. O.G. WITH I" TYPE 5 DRYWALL SCREWS 8" O.G. AT VERTICAL JOINTS AND 12" O.G. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS TO BE STAGGERED 52" 32 ON OPPOSITE SIDES, GA FILE NO. WP 1200 ADJSPACE R -13 GATT INSULATION (SEE SPECS) NOTES: \ "� / \ MIN. GLR. HOLLOW METAL DOOR FRAME, SEE SPECS. _ N z O z O o �/ and 8 FROM ENDS (STAGGERED) TYP. EA. SIDE OF ANGLE. PAINT TO MATCH ADJACENT SURFACE. /������� � � __ \ « LADDERS SHALL BE GALVANIZED, AND PAINTED. REQUIRED BLOCKING, WHEN TO STUD WALLS. TO STUDS WITH MIN. I/2 "� LAG TO CONCRTE OR MASONRTH SHALL SUBMIT SHOP DRAWINGS, TO FABRICATION. WELDS SHALL BE GROUND SMOOTH. ALL OSHA MIN. REQUIREMENTS. LADDER BY OI:EEFE'S, INC. BY BL. WILCOX (562) 613 APPROVED EQUAL. 03 -IS-02 \ L EXTERIOR PRIMED 2. PROVIDE 15 ANCHORED 3. ANCHOR 4. ANCHOR 5. CONTRACTOR PRIOR b. ALL 7. MEET 8. ALUMINUM DISTRIBUTED 15 AN SGIN4A04 _ LADDER BOLTS. MIN. = 4 O SUSPENDED ACOUSTICAL WHERE OCCURS 0 CEILING ► �, ��� � ►� �► ►�� ► t �I I I I I i I I I I I I I I I I I I I I I I fI I I I I I I I I I I I I I �I 1 1 1 1 1 1 1 �j( _ . � L-- \ "' � I - ■RID ` n ,�,�,� � FIRE RATED ROLL -UP DOOR. VINYL GUIDE WEATHERSTRIP. FIRE TREATED Q o w � N PER A -2.0 I/2" GYP. BD. BOTH (ONE SIDE FULL THICKEN SLAB UNDER DEMISING WALL DOOR, 5EE DOOR SCHEDULE. " I -15/16 �\ N 1 41/16 " . WHERE /- ,II �I ,,I !II ' ' WELD Q a O z PER A -2.0 - ', `•::;:. GLA55 O p Q 0 '- w 'L \/ 5CDR2A08 0 /� ,r • 1 • �•t E _ __ __ __ - F.R.P. SOFFIT w x 11 -21 -01 _ ! "• " ii- -• -..`. : . FIRE PROTECTION RATING. (A5 CCURS) FIN. FLOOR (A5 OCCURS) ANCHOR BOLTS, STRUGT. DINGS. I I STRUCTURAL DRAWINGS. CONTINUOUS CAULKING BOTH SIDES EXTERIOR CEMENT PLASTER SCDRIA08 -5 1 -14 -06 - ((1 -_ � 1r- ►� ►� ►� :� ��� ►i OFF -SET CONTROL CONSTRUCTION JOINTS STUDS WHERE SEE STRUCTURAL FOR SLAB DETAILS. �_•• � OCCURS V V V I F- ' I/2" PLYWOOD BACKING AT STUD WALL ONLY, NAIL TO STUD WALL. PN` / '� SGDR2AII -5 1 -14-06 / / I I 5� I x WD. GROUND AS REQUIRED. SGIN4AO6 -5 05 -21 -06 SGIN3AOI -5 -2181 1 -14-06 ACCESS LADDER I I/2" = I' -0" 40 INTERIOR DOOR HEAD / JAMB SIM. (STUD WALL) 3• = I'-0" 34 ROLL - UP DOOR JAMB (STUD WALL) _ ; " 3 _I -0 28 JAMB DETAIL (STUD WALL) 5..4_0. 22 ONE (I) HOUR CORRIDOR (STEL STUDS) " = 1/2 = I -O 16 DEMISING PARTITION " _ 1/2 - I -O 10 CURTAIN WALL @ T -BAR CEILING NO SCALE .. • OVIDE SEE I N I \_ Y FAN 4 DEAL- 30 CONDUIT IN MASONRY WALL _ �� �� �� 6 X 6 X I/4 STL. PLATE WITH I/2 "� M.B. WITH EXPANSION SHEILDS (4) 1 I II I 1 I I 1� I I I( DEMISING WALL FUTURE DEMISING WALL LOCATION, WHERE OCCURS. DOUBLE FACE FOAM TAPE OR 10 DTL. -. MTL WATER RESISTANT GYP. BD. STAINLESS STEEL: OVER MIN. 4" METAL STUDS SIDES MITER CORNERS, TOP AND WITH SEAM, BEAD PREP. SIDE 5 -6 �� SUPPORT AND WING FLOOR " DIA. �� BELOW SEE FINISH DRAINS O 5/8" GYP. BRD. OVER METAL STUD FRAMING AT SERVICE AND SALES AREA. (, HARDWARE CLOTH OVER OVER METAL STUDS AT WAREHOUSE AREA. HARDWARE CLOTH UP TO UNDERSIDE OF ROOF FRAMING. MT1-• STUD DIAGONAL BRAGS 5� DTLS 8 AND 1 /A -6.1 "X " PROVIDE 26"X42" ACCESS (opening) 'PANEL' _ _ ZO GURTWACO 2 -21-411 DOCK SEALS, • _ SEE SPECS. 3.5" X 8" X 0.25" CONT. GALVANIZED STEEL CHANNEL AT 3 SIDES OF OPENING. PAINTED TO I = J I O - 0 0 ' P' AND ELECTRICAL DOUBLE METAL HEADER 3/8" ALUM. PLATE 0 COOLER = } II 11 II I COMMON LOCK / HOOK GROUND SMOOTH WELDING, I I O SA O SEAL. 2 x 6 STUDS @ I6" O.G. STUD 8 GYPSUM WALL BD. UARDS I I 2'-b" r-h 1 1 POLISH, PROVIDE CONT. OF CLEAR SILIGO SILICON I SEALANT -TYP. I "MARLITE" PANEL MASONRY WALL _ ,i, J -BOX AS REQUIRED, . SEE ELECTRICAL 1 1 I PARTITION SEE PLAN !I DETAIL FOR CONDITION � ° �� � FLEX CONDUIT, z SEE ELECTRICAL d - � m �� 1/2" I/2 x 2 I/2 FLAT EASE �� AND RADIUS ENDS, TYP. , ° IIIII4011011111 - f- OPENING r51M.TO 23/ BHT. CLOSURE 51DE ► �� �� �� L 2 I/2 "x I x 3/I6 x " LONG GALV. STEEL II J 0 4' -0" 0.C. MAX. II ENDS OF FREESTANDING WALL. GORE DRILL Il I SLAB 8 PROVIDE 12 � GLASS I '' / MATCH ADJACEN :' Q� A 3/8 "DIA. THRU BOLTS WASHERS I % I DOCK SEALS, ANCHOR TO WALL SEAL r - AS REQb. I SEE SPECS. I _ ROLL UP DOOR AND HOUSING, SEE SPECS. _ i, . 4X MEMBER AT HEAD E AT 1 -_ J SURFACE. DRY PACK TO MASONRY AS REQUIRED -� S DOUBt::5 - �STtf AT ALL BUTTS STEEL FRAME 14 GA I 1 METAL „<< NUTS 6n�i ` 42 HOOD SEAL -UP DOOR EA. SIDE STEEL 6 ALL. MICRO SINS. - a� _ `fl CONCRETE SURFACES 41' ° F NN H F�OORG 4" FINISH FLOOR, . „ 3/4 cp X 6 LONG STUDS Pugs" i Q \ METAL. AT DEMISING TO MATCH I6' -0" MAX. TO F.F. l • ,, '1 ' ' �1 8' » r, ' iii iiiiiiiir�i�� "` O _____ _____ _ _ _ 4" 1 • DOUBLE ACTING RUBBER I DOOR 1 WHERE SCHEDULED OPENING AT ENCLOSURE OR TOP OF STRUCTURE 3/8" x 2" STEEL _ 1 Fr- .. �`�, • . 1. .+ ' II I' ,..11• 41 • °' 11 I . All, SCHEDULE. SLOPE TO FLOOR `. °' 3 AIR SCREEN FAN FURNISHED AND INSTALLED BY ELECT. GONTR TO MEET ALL HEALTH �� ■ VINYL / - --1- WALK -IN ,� OCCURS AIR SPACE WELDED TO CHANNEL 1 ' • • O o z Q = Q z CO I 1 I _ 2" \ 4 1/2" FRAME 11-21-01 ALUMINUM BREAK AS OCCURS WALL. (FINISH STOREFRONT). 3 I '• „ • • • • • . , 4 • ,�. • . •gym s' ' `' ..� .... • ., • _ GRID F.O.S 13/4" x ALUMINUM SGDRIAO5 p 24" O.G. ROLL �/ FIELD VERIFY DEPT. STANDARDS. ALLOW FORK -LIFT CLEARANCE. PROVIDE I �- •° . • • ,. •, :� • • DWG.• ° . • ' • •• • • .. 111 . • •®' • • • ® •. `� - ROLL -UP DOOR, HD PAINT CLIP ANGLES AT b' -0" O.G. MAX. 3 4" DIAMETER STEEL \ i / TEEL TRACK, HOOD, LOG SIDEBOLTS .lE INST REFER TO SPECIFIC EXPANSION JOINT, F WHETHERSTRIP1NG, CATION BY DOOR MFG. TIONS. LER 4 CAULKING. SECTION DEPTH ANGLE SUPPORT FOR AIR SCREEN AND FASTEN AS REQUIRED, PAINT I I I \ �n IU N .-1.-ii • ° . SEEr4TRucitr. - 1 COOLER OR FREEZER (N.LG) 1 0 am. 0 1 rJ I INSTALL GUARD FAN b" - RUNGS AT 12" O.G. (WELD TO FLAT BAR 1" 1 -2181 • .• . 1 . • �• . '•• AND GRIND SMOOTH). •'' .'' �_ • SLOPE I/2" FORD INAGE o ,j, �, 2' -0" MIN. GLR. SECTION .I 1, JAMB DETAIL N.T.S. 41 ROLL -UP DOOR HEAD 4 SILL 3 " =I' -O" 35 STOREFRONT MULLION (STUD WALL) 5 " =1' -0" 23 LOW WALL I- I /2 " =I' -O" 11 CURTAIN WALL ®COOLER 5 1" = I' -0" 0 0 R I 1) 2 6 STUDS O.G. BD. AT BOLTED AT JAMB WELDED CORNERS GRIND EDGES CORNERS. DRILL JAMB FOR 1/4" POLISHED PLATE GLASS - TEMPD �� 5" 13/4 x 5 ALUM. WINDOW, INTERIOR FINISH and FIN. . r 1.. .I � -•• CEMENT WASH (COLOR TO MATCH WALL). 24" VERTICAL BARS AT 24 8 "x8 "x16" CONCRETE BLOCK SOLID GROUTED CELLS (FINISH PAINT TO MATCH BUILDING). IZONTAL GOVT. AT � •.G. MAX. J 2 -0 MAXIMUM RETAINING. A.G. PAVING / LANDSCAPING AS OCCURS. NOTES: O.G. WITH AND /OR FOR GRADE. TO O.G. THRU 12, FOR SIZE OF COL. FIELD VERIFY or FALSE COL. (PVC PIPE AS OCCURS FURR (E)COLUMN W/ 3/4" MIN. PLYWOOD J NOTES: STEEL PLATE z j S ABV. HIGHEST R ADJ. GRADE 1 %�5 ',, SCALE: 1 1/2" = I' -O" 11 M ALL x ®Ib" _ .. _ / STUD GYPSUM WALL FORTGONDITIONPLAN r J %� /,p, / / / PRIOR TO INSTALLATION OF ST. STL. GUARD 'Al:. ROLL-UP DOOR HOOD, HOUSING AND AIR SCREEN . cD TEEL PPE GUARD, PAINT 'TRAFFIC A YELLOW -• �_ I III jl1 I�� Ijl� \ilI �I;, THEN TOWARD BAK OF STOR„ MAR 31201 I. VERIFY EXACT CONDITION IN FIELD. 2. PROVIDE INTERMEDIATE LANDING WHEN LADDER 15 HIGHER THAN 18'-0" 3. MEET ALL OSHA MIN. REQUIREMENTS. (b) NELSON 5TUD5 WITH 4" x 6° x 1/4" TABS TOP CORNER THRU TO WOOD. FRAMING 3x6 CONTINUOUS POST REFER TO ROOM FIN. SCHED. FOR FINISHES CONTINUOUS SEALANT ST. STL. WRAP ALL SIDES @ MEAT PREP. AREA. 1 - _LUSH INISHES �T SALES AREA III NOTES __�_ III / II► �, I §I? ;✓ II I, PERMIT CENT ALL COLUMNS TO RELIEVE I -HR RATED INTUMESCENT PAINT FROM FINISH FLOOR TO UNDERSIDE OF ROOF DECK. PAINT BY , AD FIRE PROTECTION SYSTEMS - I,,` I II ijlt •0 II I, yll!_______�_______,III - - -- = r -4- / -r' -I r- _ STOREFRONT REFER TO DINGS. FOR COLOR. CAULK - TYPICAL. REFER TO SCHEDULE c _ _ ) TYP. AT BOTH SIDES I - _ _ I _ - _ _ _ - _ _ - _ _ _ - _ - - - _ - _ - - _ - - - ,. 4. SUBMIT SHOP DRAWINGS, PRIOR TO FABRICATION. " r / �� /� 1 1 �����• 4 6 x 10 HEADER ABOVE (2) #4 TOP BOTTOM � SALES AREA I 1 I 1 ��' ���.��' �1� "X °I (2) b 6" ANGLES 1 FOR SHARP ��, •`•__= - -_� - -� ��• 23342 MADERA R. STE -C MISSION VIEJO, GA TEL :'444- 458 -2853. ATTN: JANINE KORT- CARRAWAY 20 GA. 5T. STL. COLUMN GUARD WITH #4 FINISH TO 6" ABOVE CEILING HT. WHERE GALLED FOR ON PLAN AND TO ALL EXPOSED COLUMNS WITHIN PUBLIC , SALES AREAS PAINT ALL COL'S ABOVE SKIRT FULL HEIGHT, NO HORIZONTAL SEAMS. 1/ERIFY MATERIAL AND FINISH W/ DECOR DRAWINGS. c ,� _ ���� L1 - O `t- 5. SECURE TO STUD WALL WITH I/2 DIAMETER LAG BOLTS. PROVIDE REQUIRED SOLID BLOCKING. FOR / %� / ✓ / IO" IO" AT JAMB 1 AT JAM$ /HEADER. I SMOOTH. MITER AT TOP 1 PAINT PER DECOR DRAGS. I 1 DOOR INSTALLER SHALL TAP 4 x 4 STEEL ,�_ / SNOISN3WI4 CAULK i `ii�i�i�ii�ii DOOR OPENING BEYOND I CONCRETE OR MASONRY, ANCHOR WITH I/2" DIAMETER LAG BOLTS WITH EXPANSION SHIELDS. AT PUBLIC SALES AREAS - INSTALL 2 "X2 "XI /8" STRUCTURAL GRADE ALUMINUM ANGLE CLEAR ANDOIZED " w o w \ V `' I. REFER TO CIVIL DINGS. 0►,��IIIIII!IIIIIIIIIII IIIIIIIIIIIIIIII COMPLETE INFORMATION. �� \ b. ALL WELDS SHALL BE GROUND SMOOTH. 1. ALUMINUM LADDER BY O'KEEFE'S, LNG. 'L' • �• • - - _ FINISH , SURFACE o -� j 1�a III�II- 2. STEP WALL AND FOOTINGS ELEVATION 1' I' CLEAR ALL OPERATIONAL M��f-- ��) WAREHOUSE POSITIVE DIRECT ANCHORAGE FASTEN TO WALL WITH 3/8 DIA. ALUM. WOOD STREWS �: AT 2 -0 O.G. STAGGERED AND COUNTERSUNK HEADS ANODIZED CLEAR TO MATCH. AT STOCK AREAS - INSTALL 3 "X3 "XI /4" STEEL ANGLE FLOOR TO 4' -O" HIGH. SECURE WITH I/4" DIA LAG SCREWS AT 12" D.G. STAGERED - PAINT ALL EXPOSED STEEL GREY. • ' .. ° ; •;' A5 REQUIRED TO OBTAIN 6' -0' MIN. WALL HEIGHT Ili= ABOVE HIGHEST ADJ. I�l DOUBLE ACTING RUBBER �_ �� INSTALL RED TAPE ON ALL COLUMNS +12 O SAND INSTALL SIGNS THROUGHOUT SALES AREA: STORAGE SHALL NOT EXCEED 12 -O HIGH BY ORDER OF LOCAL FIRE DEPARTMENT." DISTRIBUTED BY Bt. WILCOX (562)613 N °'� -_� �� DOOR WHERE SCHEDULED ELEVATION: 15 AN APPROVED EQUAL. - 3 3. PROVIDE EXPANSION JOINTS FROM TOP OF FOOTING - II III IIIII MECHANISMS, ETC. TYP. SGRFSAOI 03 -I8 -02 5EE CIVIL DINGS - TOP OF WALL ®20-0 J SC51241302 5 -21 -06 . (MAX) REBARS TO RUN JOINTS. . JAMB DETAIL 3" = I' -0" 41,2 CASED OPENING 3 " =1' -O" 36 ROLL -UP DOOR BUMPER GUARD I/2" = I' -0" 30 WINDOW -HEAD /JAMB SIM. 3 " =1' -O" 24' WALK-IN COOLER ACCESS LADDER (INTERIOR, I/2 ° =1' -0" 18 SCREEN WAl.1. 1/2" =1' -0" 12 STAINLESS STEEL COLUMN WRAP N.T.S. 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 NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED ' CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: U CL w a .1 ncp 1- 1 W MISCELLANEOUS R REVISIONS: A A A A A A A A A A A A DATE 02.0910 JOB NO. 09293 SHEET NUMBER A -6.0 i DOOR TYPES TRANSOM 4 GLASS SUPPLIED 11 INSTALLED BY G.G. �--- - FLY FAN INSTALLED o BY ELEC. CONTRACTOR KICK PLATE, INHERE OCCURS 14' -O" (SLIDING DOOR) ALUM STOREFRONT A H. M. DOOR G PEEP HOLE, WHERE OCCURS m TEMPERED GLASS (T) SUPPLIED 1 INSTALLED BY G.G. CLEAR ANOD I ZED FRAME TO MATGH (E) STORE- FRONT METAL LOUVER, WHERE OCCURS NOTE: SEE, DETAIL I IC /A -5.1 H. M. DOOR D SEPARATE TOP FLAPPER, WHEN DR HT. > 416 ". (NOT HINGED @ SIDES). 22" X 24" VISION PANEL PROVIDE DOOR BUMPER / JAMB GUARDS @ BOTH SIDES OF DOOR. TRAFFIC DOORS FIRE RATED TRASH BIN ACCESS DOOR O in STEEL POOR J EXTRUDED ALUMINIUM TRACK GRILLE CURTAIN H. M. DOOR E NOTE: SEE, DETAIL I IA/A-5.1 H.M. DOOR 8 PANIC r _ HARD- I 1 INARE L L WHERE OCCURS PROVIDE ASTRAGAL VISION PANEL AS OCCURS "V- I I L \d-/- - - -J KICK PLATE, INHERE OCCURS H. M. DOOR F CHAIN OPERATED HEAVY DUTY STEEL ROLL-UP DOOR PACKAGE DOOR SHALL BE WEATHERSTRIPED AT EXTERIOR INSTALLATION ONLY TO CONFORM WITH ALL STATE TITLE 24 REQUIREMENTS SLIDE -EOLT W/ HEAVY DUTY PADLOCK (I) EACH SIDE OF DOOR SILL STL. ROLL -UP DOOR 14 INTERIOR RATED FIRE DOOR SIMILAR NO PADLOCK HANDICAP ACCESSIBLE AND EXIT SIGNAGE LOCATION ON DOOR AND BRAILLE SIGN ON WALL ADJACENT TO LATCH SIDE OF DOOR. KICK PLATE, WHERE OCCURS NOTE: SEE, DETAIL I IB /A -5.I STEEL DOOR K CONCEALED DROP BOLT LOCK OPERABLE TENANT SIDE SIDE FOLDING GRILLES L DOOR NOTES: I. TRAFFIC DOOR FRAMES 0 PREP. AREA STAINLESS STEEL. 2. ALL OTHER TRAFFIC DOOR FRAMES PAINT, I.G.I. #165 " COACH LAMP COPPER" 5. METAL DOORS and FRAMES, PAINT: I.G.I. #163 " COACH LAMP COPPER" FULL GLOSS. 4. NOT USED 5. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS and SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW TI IE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR. UB.G. SEC:I004.8.1 (CA. BDLG. CODE). 6. SLIDING DOORS: PROVIDE A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING and REMOVING OF THE PANEL IN THE CLOSED OR PARTIALLY OPENED POSITION. QI NOT USED A NOT USED A NOT USED \ NOT USED DOOR SCHEDULE DOOR ROOM NO. NO. SIZE MAT'L TYPE FRAME ROOM FINISH SCHEDULE DIRECTION OF 1^1ALLS, DETAIL ARD- WARE SET HEAD/ JAMB SIM. (E) 1 101 (E) 32' -0" x 10' -0" 120 -104 110 -104 14' -O" x 7' -0" 14' -0" x 7' -O" 3' -6" x 7' -0" 5' -6" x 7' -0" MET. - STL. 20/A -6.0 ALUM. ALUM. 20/A -6.0 13/4" 33/A -6.0 SIM. 1 5/4" 33/A -6.0 SIM. (E) 10 (E) 12 6' -0" x 7' -0" 3' -0" x 1' -0" 3' -0" x 1' -0" 1 5/4" 1 3/4" 55/A -6.0 54/A -6.0 54/A -6.0 55/A -6.0 (E) 5' -6" x 7' -O" (E) 4' -0" x 4' -O" (E) 7' -3" x 8' -O" (E) 7' -5" x 8' -0" 5' -0" x 7' -0" 1 3/4" 32/A -6.0 1111lT11111 _ 1!7RIIWI WIlMMO 111111111•111MINIPIPA. 1111111Mi - fii��If�Y�ilri - 5' -0" x 7' -0" COOLER DR. 1 3/4" 34/A -6.0 55/A -6.0 PR. 5' -O" x 7' -0" 3' -0" x 11-0" 1 3/4" 34/A -6.0 PR. 2' -6" x 1' -0" 3' -0" x 7' -0" 3' -0" x 7' -0" 1 5/4" 1 5/4" 3' -0" x 7' -0" 1 5/4" 54/A -6.0 54/A -6.0 54/A -6.0 3' -0" x 1' -O" 5' -0" x 1' -0" 1 3/4" 1 3/4" 34/A -6.0 54/A -6.0 117 COOLER DR. COOLER DR. COOLER DR. COOLER DR. FREEZER DR. (E) 44 (E) 45 NOT USED PR. 5' -O" x 7' -O" PR. 2' -6" x 7' -O" COOLER DR. NOT USED 3' -0" x 7' -0" 1 5/4" 54/A -6.0 (E) PR. 3' -0" x 7' -0" (E) PR. 3' -0" x 7' -0" (E) PR. 3' -0 x 7' -0" HM. HM. INNO=is IlialIhalffilirdIMIN11111111111111 = (E) 52 3' -0" x 1' -O" 3' -0" x 7' -0" 3' -0" x 7' -0" 6 _....iresterwl mWalimim iiimuPg---- 28 .•iiff�»� MEM MEM MI= 6 A-6.0 Mali MI= WilisW1 56/A -6.0 36/A -6.0 56/A -6.0 36/A -6.0 (E) 34' -8" x 12' -8" NOT USED NOT USED 150 -102 150 -105 5' -0" x 7' -0" COOLER DR. 61 62 63 64 65 66 67 68 150 -105 1 5/4" 54/A -6.0 140 -102 150 -105 150 -105 130 -104 130 -105 150 -105 110 -000 110 -000 120 -000 120 -000 7' -O" 5' -0" x 7' -0" 3' -0" x 7' -0" 1 3/4" 1 3/4" 3' -0" x 7'-O" 6' -6" x 5' -8" OPNG. 6' -O" x 5' -8" OPNG. NOT USED 12' -O" x 8' -0" OPNG. 3' -0" x 7' -O" 01' -4" x S' -O" OPNG. 3' -0" x 1' -0" 1 3/4" HM. STL. STL. STL. ALUM. STL. ALUM. 54/A -6.0 34/A -6.0 HM. 54/A -6.0 STL. STL. - STL. ALUM. 20/A -6.0 - STL. - ALUM. 20/A -6.0 UNDER DEFFERED SUBMITTAL AS PAINT F.F. F.F. PAINT FIRE RATING (MIN.) (E) PAI NT PAINT REMARKS (SEE DOOR SCHEDULE NOTES) 7, 21 7,211 41, 26, 55, 54, 58, 46 ROOM NO. 101 102 103 104 105 106 ROOM TITLE ENTRY #1 ENTRY #2 NOT USED NOT USED NOT USED CHECK STAND AREA FLOOR G.T. G.T. G.T. BASE IAIALLS CEILING MATIL C.T. C.T. C.T. MAR MAR MAR 2 5 4 GB. REMARKS (SEE ROOM FINISH SCHEDULE NOTES) WALLS F. 2 5 F. F. TRIM PAINT PAINT (E) 1, 21 1, 21 34 A (E) PANIC HARDWARE- V.I.F. I01 10.8 OFFICE PRODUCE SALES CAR TILE Q.T. RUB GB. A.T. A.T. IQq SALES Q.T. /C.T. GB. A.T. F. (E) (E) TRASH BIN ACCESS DOOR 110 SEAFOOD SALES Q.T. /G.T. GB. A.T. (E) 54 (E) ROLL -UP DOOR III MEAT COUNTER Q.T. (E) 54 (E) ROLL -UP DOOR 112 SEAFOOD COUNTER Q.T. PAINT 1, 21 113 MEAT PREP. PAINT 1, 21 NOT USED 114 SEAFOOD PREP. 7, 8, 15, 21, NO LOUVERS 115 MEAT SALES 0 55 55 MAR MAR 55 MAR MAR 55 MAR A.T. F. F. F. F. F.F. F. MAR MAR A.T. F.F. GB. A.T. F.F. 13 -REFER TO REFRIGERATION DINGS. 116 MEAT COOLER N.I.C. N.I.C. N.I.C. 5, 4, 24 F.F. SGE F. F. FGE. FGE. FGE. SGE. F.F. TRAFFIC. DOOR II/ FISH COOLER N.I.C. 3, 4, 24 F.F. PAINT 1, 21 115 GROCERY /SEAFOOD/MEAT FREEZER N.I.C. 5, 4, 24 F.F. F.F. TRAFFIC DOOR 111 NOT USED PAINT 7,21,36 120 NOT USED PAINT 7, 12, 21, 25, 241, 52, 41 121 NOT USED PAINT 1, 12, 21, 25, 241, 52, 47 122 HALLWAY #I GB. A.T. PAINT 7,21,56 123 WOMEN'S LOCKER Q.T. Q.T. MAR MAR MAR MAR GB. F. F. F. F. F. PAINT 1, 21 124 WOMEN'S TOILET Q.T. MAR MAR MAR MAR GB. PAINT 1 rv, vv,. v, NOT USED 125 MEN'S TOILET Q.T. MAR MAR MAR MAR GB. F.F. F.F. F.F. SGE. SGE. FGE. FGE. F.F. 15 -REFER TO REFRIGERATION DINGS. 126 HALLWAY #2 GB. GB. F.F. 15 -REFER TO REFRIGERATION DINGS. 127 MEN'S LOCKER MAR MAR MAR MAR GB. F. F. F. F. F. F.F. 15 -REFER TO REFRIGERATION DINGS. 128 JANITOR Q.T. MAR MAR MAR MAR MAR GB. F.F. 13 -REFER TO REFRIGERATION DINGS. 1241 PRODUCE PREP. CONC. MAR F.F. 13 -REFER TO REFRIGERATION DINGS. 150 PRODUCE COOLER CONC. N.I.C. N.I.C. N.I.C. A.T. 5, 4, 24 SSE SSE F.F. SGE. FGE. FGE. 151 SHIPPING $ RECEIVING CONC. PLY. PLY. PLY. PLY. PLY. SGE. SGE. F.F. F.F. TRAFFIC DOOR 152 WAREHOUSE PLY. PLY. PLY. PLY. PLY. SGE. SGE. F.F. TRAFFIC DOOR 155 ELECTRICAL ROOM (E) ND. CR13. GB. GB. (E) (E) 5, 4, 24 F.F. 15 -REFER TO REFRIGERATION DINGS. 154 NOT USED 135 NOT USED PAINT q, 21 156 PRODUCE DRY STORAGE (E) (E) 157 158 CORRIDOR HALLWAY #3 CONC. CONC. CONC. MAR GBX. GB. GBX. GB. A.T. GB. 5, 4, 24 SGE. SGE. SGE. SGE. SGE. SGE. (E) 13q ELECTRICAL ROOM (E) (E) (E) (E) (E) (E) (E) (E) rr rr q, 26, 33, 38, 4C q, 26, .°r3, 313, 46 NOT USED NOT USED 140 UTILITY ROOM (E) (E) (E) (E) (E) (E) (E) (E) (E) 141. STAIR #I (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 142 STAIR #2 (E) (E) (E) (E) (E) (E) (E) (E) (E) CASED OPENING 145 STAIR #3 (E) (E) (E) (E) (E) (E) (E) (E) (E) CASED OPENING 144 LOADING DOCK (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) ROLL -UP DOOR F.F. TRAFFIC DOOR PAINT 7, 12, 21, 25, 241, 52 F.F. TRAFFIC DOOR PAINT PAINT PAINT F.F. F.F. 21, 48 7, 8, 15, 21, NO LOUVERS 7, 12, 21, 25, 241, 52 ROLL -UP SECURITY GRILL ROLL -UP SECURITY GRILL ROOM FINISH SCHEDULE NOTES F.F. ROLL -UP SECURITY GRILL F.F. F.F. ROLL -UP SECURITY GRILL F.F. DOOR SCHEDULE NOTES ABBREVIATIONS I. EXTERIOR SWINGING DOORS - LOCKING HARDWARE SHALL BE PERATED FROM THE INSIDE BY A DEVICE NOT PROHIBITED BY 2006 IBC AND WA STATE AMENDMENTS 2. PROVIDE SIGN WITH I" HIGH LETTERS ON CONTRASTING BACKGROUND AT DOOR TRANSOM THAT READS: "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS." 3. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL OR EFFORT AND OPERATE IN THE DIRECTION OF EGRESS. 4. ILLUMINATED EXIT SIGNS AT EACH EXIT TO HAVE GREEN LETTERS A MINIMUM OF 6" HIGH. 5. AUTOMATIC SLIDING DOORS ARE TO BE CONSTRUCTED AS PER I.G.B.O., FIRE DEPARTMENT AND 2006 IBC STANDARD REQUIREMENTS FOR DOOR AND SIDE LITE BREAK AWAY HARDWARE. SEE SPEGS.(I.C.B.0 NOS. 341241 1812, 1.0.5.0 E5 RECOGNISED ER 3858) 6. ALARM LOCK AND PANIC HARDWARE SHALL COMPLY WITH FIRE MARSHALS REQUIREMENTS. 1. SELF - CLOSING, TIGHT FITTING. 8: PROVIDE PEEP HOLE. q. DOOR SHALL HAVE 20 MINUTE ASSEMBLY LABEL WITH SMOKE GASKETED DOOR ASSEMBLY. 10. PROVIDE ASTRAGAL II. PROVIDE WEATHER STRIPPING AT HEAD, JAMB AND SILL. 12. UNDERCUT DOOR I". 15. COOLER 4 FREEZER DOORS ARE TO BE FURNISHED 8 INSTALLED BY BOX MANUFACTURER, PROVIDE PLASTIC SLAT CURTAINS ON COLD SIDE AT NON - PUBLIC DOORS ONLY. 14. PROVIDE DOOR ON SMOKE ACTUATED FUSIBLE LINK. 15. GENERAL CONTRACTOR TO PROVIDE STEEL FRAME OPENING ONLY 16. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE ACTION LEVEL THE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 17. MANUFACTURER / SUPPLIER TO PROVIDE ALL NECESSARY HARDWARE. 18. PROVIDE POSITIVE KEY - LOCKING CYLINDER LOCKS AS PER SPECS. I. PROVIDE CYLINDER GUARDS ON ALL MORTISE OR RIM TYPE CYLINDER LOCKS ON OUTSIDE SIDE OF DOOR WHENEVER CYLINDER PROJECTS BEYOND THE FACE OF DOOR OR ACCESSIBLE TO GRIPPING TOOLS. 20. ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR 15 CLOSED SHALL HAVE NONREMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE A MINIMUM 1/4" DIAMETER STL. JAMB STUD WITH 1/4" MINIMUM PROJECTIONS UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED. THE STRIKE PLATE FOR LATCHES * HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTIONS SHALL BE SECURED TO THE JAMB and THE WALL FRAMING WITH SCREW NO LESS THAN 2 -1/2 LONG. 21. PROVIDE LEVER TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE MOUNTED 30" TO 44" ABOVE FLOOR * OPERABLE W/ MAX EFFORT OF 8.5 LBS. FOR EXT. DOORS, 5 LBS. FOR INT. AND DOORS 15 LBS. WHERE FIRE DOORS ARE REQUIRED: 22. ALL HANDICAPPED ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD HANDICAP SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 25. PROVIDE 6" HIGH CURB @ SILL 24. A FLOOR OR LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD SHALL BE PROVIDED ON BOTH SIDES OF EXIT DOOR AND SHALL COMPLY WITH 2006 IBC INCLUDING WASHINGTON STATE AMENDMENTS 25. PROVIDE ON DOORWAYS LEADING TO MEN'S TOILET FACILITIES AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD, AND ON WOMEN'S TOILET FACILITIES A CIRCLE 1/4" THICK AND 12" IN DIAMETER. SPECIFY THAT THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR OF THE DOOR, PER 2006 IBC INCLUDING WA STATE AMENDMENTS 26. PROVIDE NOT MORE THAN 1/4" GAP UNDER ALL DOORS (TYPICAL). 27. PROVIDE CHAIN ATTACHED TO DOOR FRAME AND ON DOOR 6" FROM LATCH SET SIDE OF DOOR AT 48" A.F.F., CHAIN LENGTH TO BE DOOR WIDTH + 6 ", FIELD VERIFY. 28. CORRIDOR AND PASSAGE WAY ARE 44" CLEAR WIDTH MINIMUM, DOOR SWINGS INTO EXIT CORRIDORS SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN HALF. 2006 IBC Q 2q. DOORWAYS AND GATES WITH TURNSTILES SHALL BE MINIMUM 32" CLEAR WIDTH, 2006 IBC - TYPICAL. 30. EXIT ILLUMINATION SHALL BE PROVIDED FROM SEPARATE CIRCUITS OF SOURCES OF POWER AS REQUIRED BY 2006 IBC 51. GLASS AND GLAZING AT LOCATIONS SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH 2006 IBC INCLUDING WASHINGTON STATE AMENDMENTS^ 32. PROVIDE 10" HIGH STAINLESS STEEL KICK PLATE ON BOTH SIDES OF / \ DOOR LEAF. 55. PROVIDE LOCKING DEVICE FOR ROLL -UP DOOR PER SPECIFICATION. 54. PROVIDE AIR CURTAIN. 55. PROVIDE SIGN STATING "NO FLOOR BEYOND THIS" DOOR AND "NOT AN. EXIT ". 56. PROVIDE IS" X 22" METAL LOUVER. 57. PROVIDE 4" x 4" X 1/4" STEEL SILL ANGLE IN/ LEG DOWN. FASTEN WITH 1/4" x 8" LAG BOLTS AT 16" 0.C. 55. VERIFY DOOR AND ROUGH OPENING DIMENSIONS WITH DOOR SUPPLIER. 341. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2 -1/2" IN LENTH. 40. DEADBOLTS SHALL CONTAIN HARDENED INSERTS. 41. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF I" AND AN EMBEDMENT OF NOT LESS THAN 5/8 ". 42. A HOOK- SHAPED OR AN EXPANDED LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4 ". 45. PROVIDE FLOOR / WALL MOUNTED DOOR STOP AS OCCURS, SEE FLOOR PLAN. 44. PROVIDE VISION PANEL, SEE DOOR TYPES. 45. DOOR/WINDOW FRAME 4 FINISH SHALL MATCH EXISTING STOREFRONT FRAME 11 FINISH. 46. ROLL DOWN DOORS LOCATED WITHIN THE RATED CORRIDOR SHALL BE AUTOMATIC CLOSING 20 MINUTE FIRE - RATED SMOKE- AND -DRAFT ASSEMBLIES. THE OPERATION OF THE CLOSERS SHALL BE INTERCONNECTED WITH THE BUILDING FIRE ALARM SYSTEM. 47. PROVIDE LEVER AND DEAD BOLT WITH OCCUPIED SIGN. 48. PROVIDE DEAD BOLT AND KEYPAD LEVER DOOR LOCK. A.T. ACOUSTICAL TILE ON SUSPENDED 2'X4'GRID T -BAR SYSTEM ALUM. ALUMINUM AL. PL. GAR. GEM. G.S. C.L. CONC. G.T. E.G. E. (E) E.M F. F.F. FGE. STOREFRONT. ALUMINUM PLATE CARPET TILE CEMENT CLEAR SEALER CHAIN LINK CONCRETE CERAMIC TILE EXPOSED CONSTRUCTION ENAMEL PAINT EXISTING EXPOSED MASONRY FLAT PAINT. FACTORY FINISHES FULL GLOSS ENAMEL PAINT. F.R.P. FIBERGLASS REINFORCED PANELS GB. 5/8" GYPSUM WALLBOARD. GBX. 5/8" TYPE 'X' GYPSUM WALLBOARD. GL. GLASS H.0 H.W.M MAR. M.C.B MET. N.I.C. PLY. RUB. RTR. Q.T. SCE. S S.P. S.S. S.V. U.N.0 V V.G.T VIN WED. IND. W.M HARDWARE CLOTH HEAVY GAGE WIRE MESH CLOTH OVER 2 X 4 STUDS @ 24" O.0 MARLITE PANEL METAL COVE BASE METAL NOT IN CONTRACT PLYWOOD -I /2" THK U.N.0 5/8" THK. SUBFLOORING RUBBER RUBBER TREAD AND RISER. QUARRY TILE SEMI -GLOSS ENAMEL PAINT. STAIN SMOOTH PLASTER STAINLESS STEEL SHEET VINYL FLOORING. UNLESS NOTED OTHERWISE VARIES VINYL COMPOSITION TILE VINYL (TRAFFIC DOORS) WEDCON EPDXY (SEAMLESS EPDXY) WOOD WIRE MESH I . SEE 1 NTERI OR ELEVATIONS, FOR ADD I T I ONAL 1YP. INFORMATION. A 24. ALL EXPOSED CONCRETE SLAB FLOORS IN THE INTERIOR OF MARKET SHALL BE FINISHED 2. REFER TO CEILING PLAN FOR CEILING HEIGHT VARIATIONS and SOFFIT DETAILS. SMOOTH WITH A STEEL TROYVEL AND SEALED INITH A COMMERCIAL GRADE SEALANT 3. EXPOSED CONCRETE TO RECEIVE SEALER and DUSTPROOFER, AS APPROVED BY THE LOCAL AND HARDENER. SEALER AND HARDENER TO APPROVED BY PUBLIC AGENCIES. GOVERNING PUBLIC AGENCY. 25. ALL EXTERIOR WALLS OF ROOMS IN INAREHOUSE TO BE PAINTED TO MATCH INAREHOUSE. 4. COOLER / FREEZER PREFAB BOX (N.I.C.). 26. INSTALL BATT FOILED BACKED R-14I INSULATION IN ALL losIALLS FRO SOUND INSULATION. 5. COLUMNS IN MAIN SALES AREA INHERE EXPOSED TO PUBLIC VIEIN TO BE COVERED IN/ 24 GA. 5.5. COLUMN COVER UP TO 6' A.F.F. PAINTED EXPOSED PORTION ABOVE. VERIFY COLOR INITH "SEAFOOD CM" REP. PRIOR TO PROCEEDING. 6. ACOUSTICAL TILE PANELS TO HAVE FACTORY FINISH INASHABLE SURFACE. '7. PROVIDE RUBBER BASE AT ALL AREAS EXPOSED TO VIEIN. 8. PROVIDE 2X FURRING INITH 5/5" GYPSUM BOARD OVER MASONRY WALLS U.N.0.. cf. PROVIDE CLEAR LACQUER SEALER OVER PLYWOOD WAINSCOT and WOOD BASE. PLYWOOD WAINSCOT and WOOD BASE ON STUD lielALLS and COOLER / FREEZER EXTERIOR IAIALLS AS OCCURS. 10. PREFAB BOX MANUFACTURER / INSTALLER SHALL PROVIDE F.R.P. FINISH ON THE INSIDE and OUTSIDE OF BOX EXPOSED TO PREP. AREA AS PART HIS CONTRACT. BASE BY G.C. 11. ROOM TO BE SEALED AIR TIGHT AS DIRECTED BY THE A/C CONTRACTOR. 12. ALL UNF 1 NI SHED GYPSUM BOARD WALLS TO BE TAPED, SPACKLED and SANDED. 13. ALL UNFINISHED TYPE "X" GYP. BD. INALLS 4 CEILINGS TO BE FIRE-TAPED, SPACKLED 4 SANDED. 14. PREPARE WALLS TO RECEIVE WALL COVERING (PROVIDED INSTALLED BY 'SEAFOOD CITY' U.N.0) SEE INTERIOR ELEVATIONS, GYP. 13D.WALLS TO BE TAPED, SPACKLED and SANDED SMOOTHE. 15. NOT USED. 16. PROVIDE / INSTALL R-Iq FOIL FACED INSULATION BATT DIRECTLY ON TOP OF THE CEILING TILES and R-Ici FOIL FACED BATT WITHIN ALL STUD WALLS. 11. INSTALL ALL INALL FINISHES OVER GYP. BD. WALL, AND CEILINGS AT RESTROOMS 4 LOCKERS. IS. INSTALL ALL INONDERBOARD AT WALL TO RECEIVE CERAMIC TILES. 141. GYPSUM BOARD TO BE LIGHTLY TEXTURED. 20. INTERIOR and EXTERIOR MASONRY WALLS SHALL BE SEALED and TESTED, RESULTS TO BE PROVIDED TO THE "SEAFOOD CITY" PROJECT MANAGER, U.N.O. 21. INALLS: GYPSUM BOARD. INSTALL 12 GA. DIAMOND METAL LATH OVER EXTERIOR FACE OF CASHIER'S - OFFICE STUDS ATTACHED INITH I-1/2" HEAVY STAPLES 6" 0.C. ALL WALLS FROM FLOOR TO TOP OF CEILING JOISTS OF ROOM. INSTALL GYPSUM BOARD OVER DESCRIBED LATH FORMING ROOM SURFACE ON OPPOSITE SIDE OF WALL. METAL LATH NOT REQUIRED ON MASONRY WALLS. TEXTURED - PAINTED SEMI-GLOSS - TYPICAL, UNLESS NOTED OTHERWISE. 22. ALL GYPSUM BOARD SHALL BE WATER RESISTANT. 25. FOR MARLITE FINISH and HEIGHT , REFER TO INTERIOR ELEVATION DRAININGS. * REFR TO INTERIOR ELEVATIONS FOR LOCATION OF ETCHED STAINLESS STEEL INALLS AT FISH AND MEAT SERVICE COUNTERS PREPARE GYP. BD. INALL AS REQUIRED TO RECEIVE PAINT AS NOTED ON THE INTERIOR ELEVATION DRAWINGS. OMIT PAINT INHERE THIS CONDI TION OCCURS. F 1 ELD VERIFY. ALL FINISHES SHALL BE INSTAU-ED IN ACCORDANCE WITH CHAP. 8 OF THE BALDING CODE. MAXIMUM FLAME SPREAD RATING FOR ENCLOSED VERT. EXITI1AYS SHALL SE CLASS-I, FOR OTHER EXITINAYS -CLASS II, 4 FOR ROOMS OR AREAS-CLASS III. REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISinni b 0- ( RECEIVED MAR 3 1 2010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL. AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LAP. 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 NRDEI REM. Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: 0 a. 0 fa cc ots cc 0 0 DRAWING TITLE: REVISIONS: A A A A A A DATE 02-09-10 JOB NO. SHEET NUMBER A-7.0 ; J: \29407 \29407ST0.dwg March 29,2010 3. QUALITY ASSURANCE - PROGRAM FOR SPECIAL INSPECTION ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION REMARK CONCRETE (,AB ON GRAD Tf c= 4500 PSI 3/4 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) YES -- DURING THE WELDING REINFORCING STEEL (ELECTRODE= E -90xx) YES -- DURING THE WELDING EPDXY ITEMS YES -- DURING INSTALLATION GRADING EXCAVATION AND FILLING 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 c C. 30F DECK WELDS: WHERE APPLICABLE: CONTINUOUS, SEE ALSO SECTION 1704.3. d. HIGH - STENGTH BOLTING OF STRUCTURAL STEEL, WHERE APPLICABLE, PERIODIC, SEE ALSO SECTION 1704.3. GENERAL NOTE S 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) MATERIALS REINFORCING STEEL PRESTRESSING STEEL WELDING REINFORCING STEEL BOLTS IN CONCRETE I 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) 0 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, SLOPE 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 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 TESTING BY AN APPROVED LABORATORY. A. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. B. MATERIALS: ASTM A 992. Fy = 50 KSI FOR I- SHAPES ASTM A 36 Fy = 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 TYPE 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 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 15 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. 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 BBUTT 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 HILT. PNEUMATIC SHOT PIN .145 DIA. 1" EMBED ICC -ESR -1663 b. SHOT PIN TO UNDERSIDE OF 2ND FLOOR HIL11 SHOT PIN XALH27 /32 & CEILING CLIP CC27: ESR -2184 4. EXPANSION BOLT ANCHOR: a. HILTI KWIK BOLT 17 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, THE SOIL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. 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 INSPECTION DOES NOT WAIVE THE REQUIRED INSPECTION BY 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. TYPE OF FOOTING - -- EXISTING 18" DIA. PILE CAPACITY 60T. 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOIL REPORT. 6. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STOP, FLOOR DRAINS, SINKS, TRENCHES, . UNDERFLOOR DUCTS AND CONDUITS. SEE ARCHITECTURAL, MECHANICAL, REFRIGERA- TION, AIR CONDITIONING, PLUMBING & ELECTRICAL DRAW- INGS, TRENCH BACKFILL AS PER SOIL REPORT REQUIRE- MENTS. 7. BOTTOM OF A COLUMN FOOTING WITHIN. A DISTANCE EQUAL 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" 0.C. AT TOP. 8. BRIDGE CONTINUOUS FOOTING OVER TRENCH WITH 4 - #6 x 16' -0" LONG • BARS AT BOTTOM. CENTER BARS ON TRENCH. VERIFY ALL CONDITIONS IN FIELD. 9. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. 10. USE STEPPED FOOTING DETAIL AS REQUIRED, SEE GRADING 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 1 OR II CONFORMING TO ASTM SPECIFICATION C150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM SPECIFICATION C33, WITH PROVEN SHRINKAGE CHARACTERISTICS 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 ® 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 CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. REVIEWED NEE CODE CO QVED APPROVED APR 0.9 2010 City of Tukwila BUILDIN G DIVISION ABBREVIATIONS ABV. B. BEL B.O.F. B.S. E.S. E.W. F.O.S. F.O.SH. 0.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 CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED 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. 4. ALL WORK SHALL CONFORM: TO THE MINIMUN STANDARDS OF THE AFOLLOWING CODES: . THE 2006 INTERNATIONAL 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. SIZES AND LOCATIONS OF INTERIOR AND EXTERIOR NON- 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. 6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR 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. 7. THE CONTRACT STRUCTURAL DRAWINGS 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 SHOW OPENINGS, POCKETS, ETC., 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 ROOFS. 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) VVs = 85 MPH 2. WIND IMPORTANCE FACTOR 1 w = 1.0 3. WIND EXPOSURE C 4. OCCUPANCY CATEGORY 11 5. DETERMINATION OF WIND LOAD USE METHOD 1 - SIMPLIFIED PROCEDURE PER CHAPTER 6 OF ASCE 7 -05 (ROOF HEIGHTS EQUAL OR LESS THAN 60') B. EARTHQUAKE. DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR . 1 E = 1.0 SEISMIC USE GROUP. 11 2. MAPPED SPECTRAL RESPONSE ACCELERATION. Ss = 1.438 SI = 0.493 3. SITE CLASS D 4. SPECTRAL RESPONSE COEFFICIENTS 5. SEISMIC DESIGN CATEGORY Sas= 0.959 SDI= 0.495 D 6. BASIC SEISMIC FORCE RESISTING SYSTEM: SPECIAL STEEL CONCENTRICAL BRACED FRAMES 7. DESIGN BASE SHEAR 8. SEISMIC RESPONSE COEFFICIENTS 9. DESIGN COEFFICIENTS AND FACTORS V= Cs Cs = 0.1598 R= 6 f1 =2 Cd =5 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. � RECEIVED MAR 312010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 NODEL RETHII. 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 CONSULTANT: 0000 00 00 4 4- CO SD sr, F• w 00 2 U JOB# 29407 9420 Telstar Ave., Suite 118, El Monte, CA 91731 U w a cn 0 W Z J W z W DRAWING TITLE: REVISIONS: � BLDG. & SAFETY / ' \COMMENTS n n n n n n n n DATE JOB NO. 0 O cV 00-00-00 N 09293 ° SHEET NUMBER STO 3 0 a co March 29,2010 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 NODEL RETHIL 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 CONSULTAN - 0� 0Z SO w DRAWING TITLE: N 0 Immm J W Z Z 0 LJ� REVISIONS: n n n A n A n n n n DATE oo -oo -oo JOB NO. 09293 M ° SHEET NUMBER ST1 ANF PLOTDATE O (E)6"THK. STRUCTURAL SLAB 8 ® ,; O #4 'U' SHAPE DOWEL TO SLAB \ ®1 FISH / MEAT DISPLAY ® #4 CONT. T &B MERCHANDISER / COUNTER BY 5 3 08 "O.C. TENANT ®# 2 SHIM / SPACER AS REQ'D ® L4x4x12GA. ANGLE 032 "0.C. SEE DETAIL 10/- 3 FOR FINISH SEE ARCH L. r� METAL STUD 0 16 "O.C. SEE DETAIL 2/- ® #4 CONT. T &B ®3 #3 08"0.C. I ® L4x4x12GA. ANGLE 032"0.C. SEE DETAIL 10/- ®5 FINISH PER ARCM_ 1 ® (E)s"THK. STRUCTURAL SLAB { 1 METAL STUD 0 16" 0 O.C. TYP. U.N.O. O2 16GA. UNPUNCHED CONT. TRACK ®3 PUNCHED 'C' STUD HEADER SEE SCHEDULE ® DOUBLE STUD PUNCHED JAMB O5 'C' STUD HEADER HEADER SCHEDULE Q � /// /,7 �/ o SLIPTRACK p p o ♦ OPENING WIDTH MINIMUM HEADER SIZE 0 24" O.C. 3® 24" DIA. G. 0 _`I ® 3/4" DIA. x 4" LG. H.S.A O #4 U SHAPE DOWEL TO SLAB 0 24 O.C. ® 3/8" x 28" DIA. PLATE W/ HOLE © 0 PIPE SEE ARCH'L O O8 I I I '`I 1 I I I _ 01 UP TO 6 -0 " „ 4 - 18GA. O1 BOTTOM OF 2-SCREWS 0 STRUCTURE ABV. 0 ®24" 0 BRACING 1 CLR SPACE )-0 "NO. ® " „ " 6' -1 TO 8' -0 " 6 - 18GA: 0 © 0 8' -1 " TO 10' -0" 6" - 16GA. i 30• 1/4- V < STAGGER WHEN POSSIBLE ® TRACK /%� *� 0 - OVER 10' 0" SEE PLANS -� FISH/MEAT PRE -I 6" ± I ®1 0 / f,\ d \ Q d \ Fi51+1�aT 6 L1 1/4x1 1 4x14GA. NOTE: 0 0 4'' O.C. / ALTERNATIVELY, USE #8 SCREWS AT ALL CONNECTIONS O L1 1/4x1 1 /4x 14GA. x STUD DEPTH ® \L JAC�E T ( " /1\ . © d ® FOR FINISH SEE ARCM_ - - + 4' •.A •� - - - - -- - I I 1 4 1 1 �' - - -- - -: .n ~ •,a. � `� ♦ 5 0= '- 0 1 WALES AREA i� , - �? FOOD FP FP GAGE TO MATCH 9 METAL STUD GAGE) ® METAL STUD 0 16 O.C. U.N.O. SEE PLAN FOR SIZE Q5 SEE ARCH'L FOR FINISH O6 CONT. TRACK 1 1/4" FLANGE (GA. TO MATCH STUD GA.) I I 1 6" • .a • :. ' f. , . ( � h ROOM 1 / 5" o b I N O3 { �d itv SPAN CEILING JOIST SIZES REMARK ✓ �. d ; • I� . { { I I I � �' SLOPE , To D ( .'' R Q N - O 6 0 � � TO DRAIN I / 0 ® ' d I # j II I { 0 TYP aco 6' -0 OR LESS 1 3/8 x 4 x 2OGA ®16" O.C. 6' -0 TO 12' -0 1 3/8 x 6 x 2OGA ® 16" O.C. -1k,, �1r►�11: • a 1 -0" C :. 0 0 CONC. SLAB, SEE 1 NOTE z..__� _ -___ _ _ CEILING JOIST SIZES FOR CEILING ONLY SIZES WILL VARY WHERE PLATFORM OCCURS 2" DIA. ♦ NOTE ARCH'L. PLAN FOR BASE & REINF. • CEILING LINE FOR DIMENSIONS AND ANGEL SEE FOR DIMENSIONS AND ANGEL SEE ARCH'L. PNEUMATIC C SHOT PIN HILT. PNEU MATT DIA 016 "O.C. 1 " EMBED ICC -ESR -1663 9 16 GA UNPUNCHED ® SLIP TRACK (2 1/2" { i I I { I = 2A � I I I ® 31 PIPE 6GUARD 2 5 CONC. CURB CAD FISH / MEAT COUNTER 19 CURB 0 FOOD PREP WALL and ADJACENT ROOM 13 0 O ! 0 VCT AS OCCURS (MAIN SALES) SEE ARCL- 0 CERAMIC TILE (WET ARES & PRODUCE SALES) FOR FINISH SEE ARCH L. FLOOR FINISHES FLUSH 0 METAL 16 "O.C. 0 0 0 3 ® O ADETAILD /_16 "O.C. SLOPE DRAIN ! O O © /- WHERE OCCURS I SEE WHERE OCCURS 2 #4 ONT. T &B 0# C ®3 3 08 "O.C. # x4x12GA. ANGLE 032"0.C. SEE DETAIL 10/- 5 FINISH PER ARCH'L ( � �►� F �i ■ ��. f ��� s . 1, ::$FlNISH ►� ■ 4 COOLER { O FLANGES Wf 1 1/4 " 0 x1/4 V RT SLOTS IN Q EA. FLANGES ®1" O.C. I I I I g ® 1 2"TFIK. PLYWOOD W O 0/ / #10 SCREWS 06 ",12 "O.C. ®3 3x WOOD ; SILL PL. W/ " C. ® 2x WOOS ' SILL PL W/ I 48 A.F.F ' I ( �I II 10 BRIDGING 0 6' -0" � � I.I 70 ® 7 / / -12 1/s ® - - - -- 1/s lTYP �1 1/2\ (x�� x X .,,,,,, 1 d a .. ... 0 2 -16d 08 O.C. S ®5 2x WOOS SILL PL W/ : :::: ::::: : : :� '� i'I -i i'I -i iI -i i 1 -i i 1- =1II =1II =11I =1II =1I' ::: :: • :•:::• •- � i'I -i iI -i iI -f i I -i iI- = 1II= 1II= 1II= 1II =1I' a \ ® (E)6"THK. STRUCTURAL SLA� A • 0 SHOT PINS 08 "O.C. © 16GA. MTL. BLK'G ®7 E)6"THK. STRUCTURAL SLAB ® 1 / ® (E) 6" STRUCT. SLAB V.I.F. 0 AT TRANSITION TO BE 0 O INSULATED COOLER WALL BY OTHERS 1 0. j 1 a d < I e I I { O -� TO TYPICAL © HEIGHT BTN. HEIGHT #ER-4943P ICBO #ER 4943P INTERIOR METAL STUD SIZE & SPAC'G REMARK I / I / op.% _- 1/8 � TYP \� a V / ®j HEADER OR SILL CONN. TO STUD ,> Cl9 0 TO 15' -0" 1 1 /4x 3 5/8x 20 GA. 0 16" O.C. 0 W/ SHOT PIN 0 0 1 T ® 15' -1 » TO 23, -0» 1 1/4x 6 „x 20 GA. 016» O.C. 12 O.CK - I / 0101011A144 I ,r 0 `- 0 1 231-1" TO 261-0" 1 1/4x 6"x 18 GA. 016 O.C. NOTE: OT , DETAILS IS WHERE TS OCCURS NP. ALTERNATEVELY, SCREWS AT CONNECTIONS NOTE. \ _ I I • Q SIMILAR COLUMN BRACING LENGTH SIZE SCREWS o '� ♦ S 0 6' OR UNDER 1 1/4 "x 3 5/8 "x 20 GA. 3 - #10 EA. END S ♦ 6' -1" TO 12' 1 1/4 "x 4 "x 20GA. 3 - #10 EA. END USE #8 JAMB SECTION FOR DIMENSIONS AND ANGEL SEE ARCH'L. 12' -1" TO 16' 1 1/4 "x 6 "x 20 GA. 3 - #10 EA. END ALL 32 FINISH FLOOR TRANSITION 2 6 !WAINSCOT WITH WOOD CURB 2 0 • WALK -IN COOLER BOX CURB 14 LINTEL /JAMB DETAIL 5105.DWG INT. METAL STUD SCHEDULE 5124.DWG 2 A 2 0 METAL STUD 0 16 "O.C. SEE DETAIL 2/- WHERE OCCURS ®2 1 /2"THK. PLYWOOD W/ #10 SCREWS 06 ",12 "0 C. 10 INSULATED FREEZER WALL BY OTHERS 2 SEALANT BOTH SIDES 4 0 X " ®1 METAL STUD 0 16 "O.C. SEE DETAIL 2 - / WHERE OCCURS. 0 #4 CONT. T &B 3 #3 08 "O.C.. 0 ®L4x4x12GA. ANGLE 032 "O.C. SEE DETAIL 10/- O5 FINISH PER ARCM_ 5 �I USE 2-#10 N METAL ®1 DOWELS SEE 5/S 1.0 O UTILITY PIPES OR CONDUITS. VERIFY W ELECT L, MECH'L & PLUMB'G DWGS. ®3 SEE 5/S1.0 4 -o MAX . 4 �I 01 SCREWS 6" TYP 6 METAL STUD 0 16" O.C. (u N 0) BEND OF WALL. I '1 ® #4 CONT. REBAR T &B 4 (E)6"THK. STRUCTURAL SLAB ® ►v�� ����� ���C� ♦�� ®3 3x WOOD SILL PL, W/, 1/4"0 SDS SCREWS 02 O.C. ® FINISH PER ARCH'L 5 E)6"THK. STRUCTURAL O SLAB { O I ■ • 1 1 � 0 ■ N, r► CUT AND TRACK TYP METAL STUD ® 16" O.C. TYP U.N.O. 16GA. METAL ' TRACK BLOCKING © 3 -PLY HOT MOPPED ® . W.P. MEMBRANE � RIGID INSULATION ADJACENT ®M "1∎ ����� ►���EZER 4 ® � INTERIOR ®1 • SAWCUT EXIST'G SLAB FOR SEE %D 0 &N5/S1.0 PLACE 10 ®EXIST'G SLAB ®5 ® STRUCTURAL SLAB 8 FINISH, SEE ARCH'L. ��4 ►��� 0 I O I • • 4 0 O SEE 5 /S1 0 Q 2 9 #3 08 "O.C. � f � t = ■ g co SLOPE TO DRAIN �1- � �� 10 L4x4x12GA. ANGLE "0.C. 11 � ■ 4° 0 ® 032 SEE DETAIL 10/- 11 3 /8"THK. NON -SLIP " O .: 2 0 ��° STEEL PL. 0 NOTE: co z o � -V-4,-4r - _- - -� - -� - - - -- - - -- r�vWVs-r���•-• r� �LG�. - ���1 �����1� ♦�. -• NOTE: in • N` ♦ EA. SIDE OF STUD FOR DIMENSIONS AND 6" FOR DIMENSIONS AND ANGEL SEE ARCH'L. • ANGEL SEE ARCH'L. ' ' 33 TILE BASE AT STUD WALL 27 CONC. CURB © FREEZER 21 PREP AREA WALL ON CONC. CURB 15 TYP. BLOCKING AT METAL STUD 9 SAWCUT © EXIST'G SLAB 9403.DWG 3. @ FREE ER WALL DOOR ® #4 CONT. REBAR T &B ® (E)6"THK. STRUCTURAL SLAB FREEZER ®INTERIOR 1 INSULATED COOLER WALL O BY OTHERS ® #4 CONT. T &B ®3 #3 08 "0.C. ®L4x4x12GA. ANGLE 032 "O.C. SEE DETAIL 10/- 5 FlNISH PER ARCH'L ® ® (E)6"THK. STRUCTURAL SLAB NOTE: COOLER SLOPE I 0 (E)6"THK. STRUCTURAL SLAB 0 O2 #4 CONT. T &B REVIEWED FOR CODE COMPLIANCE APPROVED i$ •� ♦ +••4 •• .� +�. ∎ ∎ Y * � 0 #3 08 "0.C. © APR 0 9 2010 ® L4x4x12GA. ANGLE A 032 "O.C. SEE DETAIL 0 _ ® 3 -PLY HOT MOPPED W.P. MEMBRANE 7 RIGID INSULATION O 0 #3 08 "O.C. ADJACENT ROOM { I { 1 i 1 I *� ���� AL � O ® ®5 NEW CONC. CURB FOR COOLER OR FREEZER SEE ARCH'L FOR CONFIGURATIONS .;•' A.• • ` • . q ,, a��4 Jf S City Of Tukwila BUILDING DIVISION © 4 ® F.F. ELEV. 10 L4x4x12GA. ANGLE _ 3 032"0.C. SEE DETAIL 10/- 0 11 3 /8"THK. NON-SLIP 0 STEEL PL 10 0 ® ' _ �_ BEYOND A FOR DIMENSIONS AND ANGEL SEE ARCH'L» As occhRS COOLER STAGGERED (I 1I 1 I I I 11 To 4 0 � + + + + v ® 12 11 =----------------- - - ® CJ�. i ,may„- ^...--- ---•-' .. To DRAIN ,i 1 1/2" 3 "Iy3" 3" 1,1/2" :la. A 1: �' �. :� • •• . NOTE: _ 1 .a r7 . , Z 0 - - ` 4 - -- - - �'.��.. ♦���- ����'�_�� - AA. ' t -- � ' i� 1 •. a •' •..7 I : A, • n `,• , . Q . r I ..• • a4• ;' a$ f ..al , •. a.4 4 4 4 I , • t ; : . • , . �' a• �� a �I w ..w ' a - ', �' • I ' A • +• ': a 6 I' PLAN VIEW B -B ..*W �����`�.�.�3� .f� i� .�� ♦�� �����►��. h..11. , *.�� 1k,All ����r : a :.I. B:. a .8 4 32 " r1., � F.F. ELEV. NOTE: � " FOR DIMENSIONS AND ANGEL SEE ARCH'L. FOR DIMENSIONS AND ANGEL SEE ARCH'L. i PLAN VIEW A -A ® 34 28 CONC. CURB 0 FREEZER DOOR 22 COOLER/ COOLER CONC. CURB AT COOLER- COOLER CONC. CURB REINF. DETAIL 10 4 0 SELF LEVELING CONT. FLOOR FINISHES AT TRANSITION FLOOR 0 INSULATED COOLER WALL BY OTHERS .`. . ���� ��� * # ♦� • ♦���� �� �♦ SEE ARCH'L 20 LINE OF FIN.c>, O UARRTY TIL ERVICE PR (FISH /MEAT /PRODUCE TO BE FLUSH 2 ® FIN. (E) CMU WALL or,"„ - ®2 #T &B ® ®3 #3 08 "O.C. 4 ®L4x4x12GA. ANGLE ®2 0 0 METAL STUD ®3 5/8 "5 A.B 0 O 2 ® .ffearitgg :....... ,.. 32" O.C. AREA) SEE ARCH'L. .. , a , . :.....:.....: .. .. . A. , 032 "0.C. SEE DETAIL 10/- ® FINISH PER ARCH'L ® ®(E)6"THK. STRUCTURAL SLAB ADJACENT CENT • © 0 FOR FINISH SEE ARCH'L. 4,-0- FLOOR 0 DRILL 3/4 "0 HOLE & FILL W/ EPDXY SIMPSON 'SET' (ICC -ESR -1771) ®5 METAL STUD 0 0 0 O SOLUTE MIN. SLOPE AS POSSIBLE 0 QUARRY TILE FLOOR FINISHES AT TRANSITION -- / � ) illt!2'P 1 I 11 11` 11 C OOLE L -. 16" O.C. TYP. U.N.O. . ® STL. COL, SEE PLAN FOR SIZE & LOC. ROOM TO DRAIN TO BE FLUSH O 0 z O = FIN. .NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L. AN 24 °. 1/8. • 1- 0 1 ...- :... B 4' -0" SOLUTE MIN. SLOPE AS POSSIBLE ® GERAMIG TILE 35 29 FINISH FLOOR TRANSITION 23 WALK -IN COOLER BOX BASE 17 : 11 TYP. METAL STUD WALL. CONN. 9477.DWG 5 10 PIPEGUARD WHERE OCCURS _ O SEE FLOOR PLAN SEE 25/- \� ®2 FOR FINISH SEE ARCH'L \ \ ® METAL STUD 0 16 "O.C. (I SEE DETAIL 2/- // - _ 1 0 ( Cl RECEIVED MAR 31 200 PERMIT CENTER ®1 METAL STUD 0 16 "O.C. WHE EETOCCU S I { ® #4 CONT. T &B ®3 #3 8 "O.C. ® L4x2x12GA. ANGLE 2 032 "O.C. SEE DETAIL 10/- 4 c • ®5 FINISH PER ARCH'L 30 © (E)6"THK. STRUCTURAL SLAB ' °. 0 PREP / SALES AREA ,�,_ 2" x 2" x 1/8" STRUCTURAL GRADE ALUMINUM ANGLE, CLEAR ANODIZED. FASTEN TO WALL W/ 3/8" DIA. ALUM. WOOD SCREWS (CLEAR ANODIZED) 0 2' -0" 0.C. STAGGERED and COUNTERSINKL HEADS. STOCK AREA 3" x 3" x 1/4" STEEL ANGLE, ' FLOOR TO 4'-O" A.F.F. SECURE W/ 1/4" DIA. LAG SCREWS 0 12" O.C. STAGGERED PAINT ALL EXPOSED STEEL GREY. 4• 4 ; h1 , b1.I a 4 n , 0 I b - - + { © NOTE: ®Ia J I `� . I i a: r 1.12_ =- A. 1 0 I { I /1t FOR DIMENSIONS AND ANGEL SEE ARCH'L. 36 30 CORNER ANGLE 2 4 CONCRETE BASE 0 STUD WALL 1S 12 6 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 NODEL RETHIL 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 CONSULTAN - 0� 0Z SO w DRAWING TITLE: N 0 Immm J W Z Z 0 LJ� REVISIONS: n n n A n A n n n n DATE oo -oo -oo JOB NO. 09293 M ° SHEET NUMBER ST1 ANF PLOTDATE WIRE HANGERS, ST2 TYPICAL WIRE HANGERS, TYPICAL MAIN TEE BAR SEE ARCH'L. METAL STUD FRAMING SEE NOTE BELOW METAL STUD BRACING FRAMING SEE NOTE BELOW u 11111 WWIUW11WUU11uIWW COMP. STRUT ® 4' -0" O.C. FOR FINISH SEE ARCH'L. NIllIWlUWtulntllll6 OOP HU I 12' -4,S' A.F.F. F, ❑, NOTES: FOR DIMENSIONS SEE ARCH'L FOR FINISH SEE ARCH'L. 13' -8'. SOFFIT A A.F.F. 12' -10'. SOFFIT doh A.F.F. 12' -4'. SOFFIT A.F.F. FOR FINISH SEE ARCH'L REF: 21 /A2.1 SUSPENDED WALL PRODUCE SALES TO MAIN SALES AREA NOTES: FULL HEIGHT WALL USE 6005162 -33 SEE DET. 2 /ST2 NOBEL RETHIL METAL STUD FRAMING SEE NOTE BELOW PER PLAN VARIES PER PLAN PER PLAN TYP TYP TYP LIGHT FIXTURE, SEE ELECT. DWGS. NOTES: FOR DIMENSIONS SEE ARCH'L X" PLYWOOD Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 MARKET NOTES: FULL HEIGHT WALL USE 6005162 -33 SEE DET. 2 /ST1 www.nadelarc.com 12" STEEL TRACK METAL STUD BRACING FRAMING SEE NOTE BELOW WIRE HANGERS, TYPICAL NOTES: FOR DIMENSIONS SEE ARCH'L. GHEGK STANDS NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 ® 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 METAL STUD FRAMING AND BRACING, SEE NOTE :BELOW AL STUD F ING E NOTE BELOW FOR FINISH SEE ARCH'L NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 O 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 X. =7:4 .a " '.as 4v:cry NOTES: FOR DIMENSIONS SEE ARCH'L. METAL STUD FRAMING SEE NOTE BELOW METAL STUD FRAMIN4 SEE NOTE BELOW 1 CEILING AT CHECKSTAND EF: 1 1 /A2.1 CEILING AT CONCOURSE 12" STEEL TRACK TYP NOTES: FOR DIMENSIONS SEE ARCH'L. CONSULTANT FOR FINISH SEE ARCH'L. FOR FINISH SEE ARCH'L. 19' -0' A.F.F, B.D.D. PER PLAN -0" 9" PER PLAN WIRE HANGERS, TYPICAL WIRE HANGERS, TYPICAL NOTES: FOR DIMENSIONS SEE ARCH'L WIRE HANGERS, TYPICAL WIRE HANGERS, TYPICAL NOTES: FULL HEIGHT WALL USE 600S162 -33 SEE DET. 2 /ST2 NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 0 16" O.C. U.N.O. 2. BRACING 362S162 -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 13'-6" A.F.F. MAIN SALES $ CLG, LINE -1 VARIES 8" MAX. CONTINUE WALL FINISHES TO 6" ABOVE CEILING NOTES: FOR DIMENSIONS SEE ARCH'L SUSPENDED CEILING, SEE ARCH'L. SOFFIT BEYOND, SEE PLAN STEEL STUI PER STRUC FRAMING URAL FOR FINISH. SEE ARCH'L. FOR FINISH SEE ARCM- 4.4111.14 44411d.!*04.4h SOFFIT AT ENTRY 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 METAL STUD FRAMING AND BRACING, SEE NOTE BELOW FOR FINISH SEE ARCH'L 3/8" DIA. ROD ® 6' =0' O.C. W/1/2" DIA. STD. PIPE SEE ARCH'L f' I fi 7Z" PLYWOOD L6x4x5/16 CONT. TYP o #14GA CLIP ANGLE W/ 3 - #10 SCREWS TO STU' 2:: (WELD TO ANGLE) 7'-0' A.F.F. 7OR FINISH SEE ARCH'L. NOTES: FOR DIMENSIONS SEE ARCH'L. Vii. �� / / /i/ �i, r a i. � ✓ i ir/ / / / / . �, r � /, 10" STEEL TRACK STEEL STUD FRAMING PER STRUCTURAL F. ❑,S. METAL STUD FRAMING AND BRACING, SEE NOTE BELOW NOTES: FULL HEIGHT WALL USE 600162-33 SEE DET. 2 /ST2 10" STEEL TRACK NOTES: FULL HEIGHT WALL USE 600162-33 SEE DET. 2 /ST2 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVIRirni FOR FINISH SEE ARCH'L. FOR FINISH SEE ARCH' L6x4x5/16 CONT. TYP 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 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 . DWGS. CORNER HANGING ANGLE DETAIL NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 O 16" O.C. U.N.O. 2. BRACING 362S162 -33 ® 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 i-� . DWGS. REFRIG. DISPLAY CASE, FURNISHED & INSTALLED BY OTHERS. COORDINATE W /REFRIG. CONTRACTOR 7' -0' A.F.F. F.O.S. $ NOTES: 1. VERT. & HOIRZ. STUDS 362S162 -33 O 16" O.C. U.N.O. 2. BRACING 362S162 -33 ® 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 0' -0' FIN, FLR. REF: 2/A2.1 pik FIN, FLR, SOFFIT AT SERVICE SEAFOOD & MEAT AREA SUSPENDED WALL AT PRODUCE SALES SUSPENDED WALL AT MAIN SALES AREA NOTES: FOR DIMENSIONS SEE ARCH'L. NOTES: FULL HEIGHT WALL USE 600S162 -33 SEE DET. 2 /ST2 NOTES: FOR DIMENSIONS SEE ARCH'L STEEL HANGING ANGLE 19' -0' A.F.F. METAL STUD FRAMING AND BRACING, SEE NOTE BELOW 19' -0' A.F.F. B.O.D. 0 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 WIRE HANGERS, TYPICAL MIDDLE HANGING ANGLE DETAIL STEEL STUD F ING PER STRUCTURA METAL STUD BRACING FRAMING SEE NOTE BELOW \0 \ \ \ \ \ WIRE HANGERS, TYPICAL 3/8" DIA. ROD 0 6' -0' O.C. WIRE HANGERS, TYPICAL 1/2" DIA. STD. PIPE SEE ARCH'L ..r III R, ;;,ri MIIr • MAIN SALES CLG, LINE 0 NOTES:. 1. FOR : ADDITIONAL INFORMATION SEE ARCH'L & MECHANICAL DRAWINGS. 2. FOR CLG. CONN. USE DETAIL SEE 8 /ST2 SIM. 12' -6' A.F.F. PRODUCE SALES CLG. LINE r TYP HOOD CONN. DET. L__ VARIES' FOR FINISH SEE ARCH'L. PER PLAN FOR FINISH SEE ARCH'L. - SUSPENDED CEILING, SEE ARCH'L SUSPENDED CEILING, SEE ARCH'L FOR FINISH SEE ARCH'L FOR FINISH SEE ARCH'L 1Z" PLYWOOD METAL STUD & BRACING FRAMING SEE NOTE BELOW METAL STUD BRACING FRAMING SEE NOTE BELOW X" PLYWOOD 10" STEEL TRACK METAL STUD FRAMING SEE NOTE BELOW 10" STEEL TRACK o METAL STUD FRAMING AND BRACING, SEE NOTE BELOW NOTES: FOR DIMENSIONS SEE ARCH'L. STEEL STUD FRAMING PER STRUCTURAL 10" STEEL TRACK 0 7' -0' A.F.F. F.D.S, IV METAL STUD FRAMING BELOW • 7 a) co FOR FINISH SEE ARCH'L. NOTES: 1. VERT. & HOIRZ. STUDS 362S1 2 -33 0 16" O.C. U.N.O. 2. BRACING 362S162 -33 0 32" O.C. 3. ALL STUDS CONNECTION USE - #10 SCREWS TYP. 4. ALL CORNERS USE 2x2x2OGA ALL TRACK USE 362T150 -33 NOTES: FULL HEIGHT WALL USE 600S162 -33 SEE DET. 2 /ST2 FOR FINISH SEE ARCH'L. 3" MIN. AIR GAP EXPANSION JOINT TYP . DWGS. I 11 l l l u $u III I W II I t II W I u II HI II I I I I1 0 0 N rn N v NOTES: . FOR DIMENSIONS SEE ARCH'L 13' -6' A.F.F F.D.S. NOTES: 1. VERT. & HOIRZ. STUDS 362S162 -33 0 16" O.C. U.N.O. 2. BRACING 362S162 -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 NOTES: FULL HEIGHT WALL USE 6005162 -33 SEE DET. 2 /ST2 FOR FINISH SEE ARCH'L NOTES: 1. VERT. & HOIRZ. STUDS 3625162 -33 O 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 3" MIN. AIR GAP DWGS. NOTES: FOR DIMENSIONS SEE ARCH'L. 2 MIN. AIR GAP . DWGS. NOTE: SEE DETAILS 6/- FOR ADDITIONAL INFO SEE NOTE RECEIVED 'L• MAR 31.2010 PERMIT CENTER 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 DRAWING TITLE: REVISIONS: / ' \ � BLDG. 8 SATY COMMENTS FE A n n n n A IIuII14Itl,Iun11nuuIIllIa,K'M U FIN, FLR. FIN. FLR. DATE JOB NO. 0 0 00-00-00 N M 09293 ° FOR FINISH - SEE ARCH'L jt,SEE ARC H'G REF: 19/A2. REF: 7/A2.1 REF: 9/A2.1 DETAIL. 36 SUSPENDED WALL AT PRODUCE SALES 24 SUSPENDED WALL AT . MAIN SALES AREA 18 SUSPENDED WALL AT PRODUCE SALES 12 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 61 2nd H.D. SUBMITTAL: 02 -00 -10 SHEET NUMBER A ST3 ANF PLOTDATE: REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 11 City of Tukwila BUILDING DIUi inn' DEMOLITION 1ST FLOOR PLAN (GROUND FLOOR) NORTH S SCALE DEMOLITION FOUNDATION NOTES: FIRST CUT SEE DETAIL 3/— SECOND CUT SEE DETAIL 5/— DETAIL No. DETAIL SYMBOL SHEET No. 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 FLOOR ELEVATION, SLOPE, DRAINS, SEE ARCH'L DWGS. 6. TYPICAL DETAILS NOT SHOWN, SEE SHEET ST -1. DEMOLITION FOUNDATION NOTES 1/8 1,_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. z (Co (E) #4 0 18" O.C. (E) TOP REBAR SEE EXIST'G. DRWS. 0 1111.1AIMMIIIPMEildl? ERPAPAritil P ° // / I1 4' -0" (U.N.O.) NORTH. 0 SAW CUT EXISTING SLAB E —W DIRECTION, SHALL NOT EXCEED DIMENSION SHOWN, DO NOT OVERCUT CORNERS, (FOR N -S DIRECTION REBARS MAY CUT) 20 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 BENT UP EQ. X EQ. ® 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. CUT DETAIL (E) #4 0 18" O.C. (E) TOP REBAR SEE EXIST'G. DRWS. / PATIMM51111 0 4' -0" (U.N.O.) NORTH 0 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 BENT UP EQ. j, EQ. ® TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. SECOND CONC. CUT DETAIL 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. b1Oot9 RECEIVED MAR 312010 PERMIT CENTER H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 NflDEI RErflii 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 cn U 0 al N.$ PI V1 0 T 1mm 0 0 Ulm CC rcl 0 .. Jz 0 W z z= W _� O co le I- DRAWING TITLE: z 0 Z J a. z 0 a J0 Oz LU O Lim REVISIONS: BLDG.& SAFETY 1 COMMENTS n n A n A n n n DATE 00-00-00 JOB NO. 09293 SHEET NUMBER D1.0 ANF PLOTDATE: 212'-11' 30' -5 1/2' 28' -0' 28' -O' 28' -0' 20' -3' 7' -9' 30' -5 1/2' n 1 C CI 36x1 35 E L6, 6x5 16 CO 411 4'4 (OW 3X1 30 E)36G 8N 8.5K - Mr, I, , ' \ d (E)W301x99 E)36G 5N1 24.OK E)W24x76 E)W241x76 E)W24x68 REVIEWED FOR CODE COMPLIANCE APPROVED N APR 0 9 2010 City of Tukwila BUILDING DIVISInni (E)30x99 (N)HSS14x6x5 /1 E)W27x8 (N)HSS 1 4x6x5/1E, C co E)W14x22 ' E)W6x20 (N)HSS1 x6x5V/16, C /2„ (N)HI5518 4x6x511 E (6x20 {1 1 E W6x2k { its (E)W6x / / / //� //i // W6x20 It { (E)W14x22 \ \\ 1) 1, (N')HSS1 , C =1 2` c� li to L, 'N w i z z = )3s0HSN (N)HSS14x6x5/16, C =1 /2" (1E)L6x6x5 /116 (N)HISS18k6x3 /8, 4.1" t „�.v .,.. t_ , . If SS14x6x W130x 116 REMO\ & INS -77E =c (E) , OOFI JLTAIO TYP +3/0 "CO 'JT. PL. �8A11BO (N)HSS1 4x6x5/1T N)HSS1 C =1 /2" (E)W30x 108 ff }6x xx54J11 €1 9x3SEAT`OTT F x6x3/8, £ L. to • N rr (D x6x3/8, C 4nr� 7P1 •"SS 14p'x / / / E)WbOx i : • :4 'b 4 . 0 -2. • ) CK' .d j • %/. ss 1 4x6x E)W30x 1 16 tp / At la x6x3/8, £ L. to • N rr (D x6x3/8, C 4nr� 7P1 •"SS 14p'x / / / E)WbOx i : • :4 'b 4 . 0 -2. • ) CK' .d j • %/. ss 1 4x6x E)W30x 1 16 (N)Hw518x6x3 /8, C =1' / . / I . / 1 / / / / / / I / / w, •- (v IN N cv 1-'0 \ NN} ►� I'o /M / re) \\ w w w w/ w o \ \ // /� \\ / / /x3 \ \ / I / i \ N/ �__�v / (*)H.518x6x3/8, C =1" / . � (F)4l}f 7 ,J )n RV / SS 186x3/8, C=1" / SS14x6x E)W12x14 S 14x6x REM & II (N) z L -IN DE MATCH ST'G. (E 36G 6N w LeJ 1 Hu- \ 4-E)-3441-5N-11-51<- _ - - 4E-)W24)47 (E)14OG 7N 19.3K1 NORTH n 2 NODEL RETHIL 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 N N o0 • o oo 0o Ca ca F W Q CONSULTANT: ti 2ND FLOOR FRAMING PLAN SCALE 1 /8"= 1, _0„ RECEIVED MAR 312010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 DRAWING TITLE: Z J Q. cs oc a u. ce 0 0 z N REVISIONS: A A A A A A A A A A A A DATE JOB NO. ° c 00.00.00 N 09293 ° SHEET NUMBER D2.0 ANF PLOTDATE: tp / At (N)Hw518x6x3 /8, C =1' / . / I . / 1 / / / / / / I / / w, •- (v IN N cv 1-'0 \ NN} ►� I'o /M / re) \\ w w w w/ w o \ \ // /� \\ / / /x3 \ \ / I / i \ N/ �__�v / (*)H.518x6x3/8, C =1" / . � (F)4l}f 7 ,J )n RV / SS 186x3/8, C=1" / SS14x6x E)W12x14 S 14x6x REM & II (N) z L -IN DE MATCH ST'G. (E 36G 6N w LeJ 1 Hu- \ 4-E)-3441-5N-11-51<- _ - - 4E-)W24)47 (E)14OG 7N 19.3K1 NORTH n 2 NODEL RETHIL 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 N N o0 • o oo 0o Ca ca F W Q CONSULTANT: ti 2ND FLOOR FRAMING PLAN SCALE 1 /8"= 1, _0„ RECEIVED MAR 312010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 DRAWING TITLE: Z J Q. cs oc a u. ce 0 0 z N REVISIONS: A A A A A A A A A A A A DATE JOB NO. ° c 00.00.00 N 09293 ° SHEET NUMBER D2.0 ANF PLOTDATE: FOUNDATION NOTES: 212' -11' INDICATES NEW INFILL SLAB 30' -5 1/2' 30' -5 1/2' DETAIL No. DETAIL SYMBOL SHEET No. 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 FLOOR ELEVATION, SLOPE, DRAINS, SEE ARCH'L DWGS. 5. TYPICAL DETAILS NOT SHOWN, SEE SHEET ST -1. NOTES 2007A.DWG GROCERY WAREHOUSE 1,179 SO. F e - _ lye • 1- 1 •1 0.0) 0 0 RISER ZOOM C REVIEWED FOR ,ODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVI141ON OFFICE TI LI TY'� PRODUCE SHOPPING 9AR- T- CORAL PRODUC S P ANIMA C • v4 v_•:¢•v:•:b •:•7.7.7.7• ••7.7.7.7•:• 4C.:.:.:.: bI•:•:•:•:•:•:•:;.• :•- • :• :• :• :•:• •:• :•.•.• � •:•:•v:•:•:•:•:•:•:•:• :•:� �. ►•-••; •• ••• ∎ :4 i •• •• V4r4.:•%4: •-4 :w • 1 :•:4N ►%1 ∎7.75 4%•:•a %o:•=• :0.1 • ■ • f5 I. dlii VALER1O _ J 1 1,426 SQ. FT ii_ -3 4161 (-:;) ,,c c , r glf10 1 4 ! i u1 F a. — ...._ ""`; 1E'x' __ NOMMINNI ;.,,� MS Ka FOUNDATION PLAN NORTH SCALE 1/8"=V-0" ' -0" 2 O1 (N) 6" f'c =4500 PSI SLAB FOR REBAR SIZE & SPACING SEE PLAN 0 #4 x 124" DOWEL CO 20" O.C. W/ EPDXY (5" EMBED.) O (E) GRADE BEAM TO REMAIN / A , -- — d • 4: i • d d• 2' -6" 4 a • a • 1 NEW SLAB CONN. TO (E) GRD. BM. 5" / 2 N 11" MAX. I a 1 2 N s N a 6" MIN. N a• N 1 A t •N E —W DIRECTION T &B BAR CO C OF SLAB O LAP #4 TO MATCH EXIST'G. SPACING 0 (N) LENTON LOCK REBAR SPLICING 0 (N) #4 x 3' -0" ® BENT (E) #4 DOWN & CUT FOR (N) REBAR _ SPLICING 0 (N) 6" SLAB f'c =4500 PSI ® (N) #4 x 3' -6" 12" 12" 12" 12" 2 I0 4.. DIRECTION BAR ® C OF SLAB N —S DIRECTION BAR ® C OF SLAB bto%o19 INFILL DETAIL RECEIVED MAR 312010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 NflDEI RETDU 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 w 0 r a z J a FOUNDATION DRAWING TITLE REVISIONS: BLDG. & SAFETY COMMENTS � PLAN CHANGE / 2 \ 03/24/10 DATE JOB NO. ° 0 00-00-00 N 09293 ° SHEET NUMBER S1.0 212' -11' h_ • I �Ir� 1 lrrr )). are l 1 JJ . REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City ot Tukwila BUILDING pivisinm P%I» JOINT (N)HM£!x6^3 (N)HPS18k6x3 /8, n ROOF FRAMING NOTES: DETAIL No. -SHEET No. ROOF BEAM SYMBOL 1. FOR ROOF. ELEVATIONS, SLOPES, WALL HEIGTHS, ROOF OPENINGS, ETC., SEE ARCH'L PLANS, SECTIONS, ELEVATIONS AND DETAILS. 2. SEE STRUCTURAL GENERAL NOTES ON SHEET STO (OR ST1 AS REQUIRED). 3. FOR MECHANICAL EQUPMENT LOCATION, SIZE, OPENINGS,ETC., SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. 4. FOR DIMENSIONS AND CONDITIONS NOT SHOWN, SEE ARCH'L, MECHANICAL AND A/C DRAWINGS, AND VERIFY IN FIELD. 5. TYP DETAILS NOT SHOWN, SEE SHEETS ST2, ST3, ETC.. NOTES 1806A. DWG w w Li- CEILING EXPANSION JOINT LOCATION FREE (SLIDE) CEILING AREA SEE FIX CEILING AREA SEE CEILING EXPANSION JOINT NOTE 3 2ND FLOOR FRAMING PLAN SCALE 1/8 " =1' If 1)(D -O(9 RECEIVED MAR 31 2010 PERMIT CENTER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 NOBEL RETRIL 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 CONSULTANT: JOB# 29407 9420 Telstar Ave., Suite 118, El Monte, CA 91731 DRAWING TITLE: Z a Jcc u. a c� z re 0 0 z N REVISIONS: A BLDG. & SAFETY \COMMENTS � PLAN CHANGE / 2 \ 03/24/10 A A A A A A A A DATE JOB NO. O_ O 00.00.00 N 09293 ° SHEET NUMBER S2.0 ANF PLOTDATE: EXIST. REMOTE METER T EXIST. SECONDARY TO PU6ET POWER TR -R 7 (E) W.P. MAIN SWITCH BOARD "MS" 50,000 AI G / 16)00AS (E) r600AF KEYED NOTES: 2'71/480V - 30 - 4W (N) 150AF FRS -R DISCONNECT AND REMOVE EXISTING PANEL, EQUIPMENT DISCONNECTS, ETC. 2 "G -3 #3/O THAN (N) COMPR. RACK #I "OA DISCONNECT AND REMOVE EXISTING CONDUITS AND WIRES. RENAME EXISTING PANEL "LIE" TO "GK" AS SHOWN REPLACE EXISTING, FUSE WITH NEW AS INDICATED. IOOA- 240V- 5P LIGHTING CONTACTOR. INSTALL. REDUCERS FOR 20A FUSES. 5 / (E) 4` / (E) 4 200A5 4 200A (E) 200AF 2 "G -3 #3 /O THWN GU (N) 200AF FRS -R NEW f 1- 1 1 L11 1 EXIST. tI XI al (E)45KVA 1 I -1 TR -R LTJ II EXIST. I 1 LJ EXIST. EXIST. 4 200AS I (E) 150AF 61 / (E) 60A5 (N) 20AF 7 / 6E0AS EXIST. (E)45KVA TR -R (N) 50AF LPS -R (2) 2 "C - 5 #4/0 THWN CU. IN EACH 8I / IOOAS (E) 100AF 100A/3P AUTO TR -R I SWITCH I I/4 "G- 5 #2 +1 #8 6RD. THWN GU. 1"C-3#6+1#10 6RD. THWN CU. IOKVA, I20/208V, IPH UPS W/ INTEGRATED AUTOMATIC TRANSFER SWITCH. I "G- 3 #6 +I #l0 GRD. THAN GU. (N) DEFROS. PANEL #1 (RDP -I) gI.IA EXIST. �II (N) COMPR. RACK #2 62.5A (E)30KVA ISOLATION TR -R EXIST. (N) DISTRIBUTION --\ BOARD "DB" tt 0 T W Z 0 Y O 1- d' (N)600- 480V -3P DISC. SWITCH IN/450A LPS -R FUSES (N)300KVA 7- TRANSFORMER 21?/480V- 50 -31N- PRIM. 120/206V- 30 -4W- SECOND. 3/4 "C - I #3/0 THWN GU. TO BLDG,. STEEL OR EXIST. GROUND. 120/203V - 30 - 44 -1600A O 1 1000/3P MAIN 2]. 0, EPA 3d) 4b 150A ) 100A 0 BP 0 3P (N) DEFROS. PANEL *2 (RDP -2) 10.6A Single Line Diagram Not to Scale 1- 2 "G- 4 #1 /O+ iO "GF" "GL" bb 200A 3P 400A CHECK METER (TYP) 100A - 4 #3/O + V E- D THWN GU. 2"G - 4 #3/0 + - 4 #3/O + SYMBOL, SCWDULE Symbol Description CATALOG No. TELEPHONE CONDUIT 3/4 "G MINIMUM UNLESS NOTED T A -I,9,5 HOMERUN TO LIGHTING OR POWER PANEL A, CIRCUITS 1,3 4 5, 1/2" G - 3 *12 E C CONDUIT HOMERUN - TERMINAL CABINET E N D No. CONDUIT CONGEALED IN WALL OR GEILIN6 UNLESS NOTED WATT A CONDUIT CONGEALED IN FLOOR, UNDERGROUND OR UNDER FLOOR UNLESS NOTED CRR432T82i1V6E15 —li— I/2" CONDUIT - 2 *12 UNLESS OTHERWISE NOTED I/2" CONDUIT - 3 * 12 4 3/4" CONDUIT - 6 * 12 —II III III —4111— 1/2" CONDUIT - 4 * 12 GRR432T32 -17VGEB -ELI4 3/4" CONDUIT - 1 * 12 NII III 1/2" CONDUIT - 5 * 12 4 3/4" CONDUIT - 8 * 12 111 11 IIII II11 C CONDUIT STUB -OUT AND GAP - DIMENSION LOCATION F B O. FURNISHED BY OTHERS. INSTALLED a CONNECTED BY ELECT. CONTRACT,' I /2" G.O. TO G.W. PIPE: UNLESS NOTED — —III F32T8 ROOM NUMBER G.O. CONDUIT ONLY WITH PULL WIRE LITHONIA GRR232T8211V6E5 N.I.T.S. NOT IN THIS SECTION W.P. WEATHER PROOF N.T.S. NOT TO SCALE .J - BOX JUNCTION BOX 0 CONDUIT UP 261-8- 332A12125- MVOLT- 6EBICEIS V.L. VERIFY LOCATION CONDUIT DOWN —+ N.L. NIGHT LIGHT U.6. UNDERGROUND G.U. COPPER CONDUCTOR AL ALUMINUM CONDUCTOR +44" DISTANCE PROM CENTER LINE OF OUTLET TO FINISH FLOOR UNLCCC NOTED M.H. MOUNTING HEIGHT - FLOOR TO BOTTOM OP FIXTURE E.G. ELECTRICAL CONTRACTOR FLOOR WALL CL6. X OCA LIGHT FIXTURE AND OUTLET G - CIRCUIT NUMBER A - SWITCH DESIGNATION FI"1TS M.M 53 FLUORESCENT LI6HT FIXTURE AND OUTLET LITHONIA 261-8- 311A12125- MVOLT- 6EBI0]5 -ELI4 FLUORESCENT STRIP LIGHT FIXTURE AND OUTLET 1-6-41--0-1 3 I.0 ® EXIT LIGHT FIXTURE AND OUTLET. DIRECTIONAL ARROWS AS REQUIRED LITHONIA TSI32 -2 1N LIGHT OUTLET CONNECTED TO THE EMERGENCY SYSTEM g SINGLE POLE TO66LE SWITCH +4'O" UNLESS NOTED F32T8 ga 54 LED SINGLE POLL; SWITCH - SUBSCRIPT INDICATES OUTLETS CONTROL= PROVIDE SEPARATE SWITCH FOR EACH IN (SANE, ASSEMBLY LITHONIA S2 X 2(TWO) POLE SWITCH +40" UNLESS NOTED 53 2 THREE(3) WAY SWITCH +4'O" UNLESS NOTED 52 94 K POUR(4) WAY SWITCH +4'O" UNLESS NOTED LB232- MVOLT- 6EB101E- -ELI4 .gk SINGLE POLE KEY SWITCH +40" UNLESS NOTED 2 F32T8 32 54 L LITHONIA L13232- MVOLT- 6EBIOIE X 4 P32T8 32 104 M gP L13232- MVOLT- 6EB101E- -ELI4 SINGLE POLE SWITCH d PILOT LIGHT +4'0" UNLESS NOTED SM F32T6 SINGLE POLE TO66LE MOTOR CONTROLLER +4'O" UNLESS NOTED 104 sDIM LITHONIA DIMMER - SOLID STATE TYPE +4'0" UNLESS NOTED C DUPLEX CONVENIENCE OUTLET +15" UNLESS NOTED D F32T8 32 PEDESTAL TYPE FLOOR DUPLEX RECEPTACLE - FINISH SELECTED BY ARCHITECT ® LITHONIA TL232- MVOLT- 6E13101S- I/4 -ELI4 FLOOR RECEPTACLE FLUSH WITH THE FLOOR X 4 F32T8 HD 0 JUNCTION BOX SIZED AGGORDIN6 TO CODE UNLESS NOTED IN DM 252 -120V- 6E15-0° BALLAST X JUCTION BOX MOUNTED ON A TOP FLOOR. e- 2 SINGLE CIRCUIT RECEPTACLE, TYPE AS SHOWN ON D046S. +15" UNLESS NOTED 32 54 0 DUPLEX RECEPTACLE WITH ISOLATED GROUND. TOM 252- 120V- 6E5- 1/4 -0° BALLAST +15" UNLESS NOTED ®0 SPECIAL PURPOSE OUTLET OR DIRECT CONNECTION. F32T8 a 104 PANEL BOARD LITHONIA m TELEPHONE TERMINAL CABINET WITH 3/4" PLYWOOD BACKBOARD I MAIN TELEPHONE TERMINAL . 100 ►'- $ MOTOR CONTROLLER LP3H- 10M- 211V-6LD5 D-I X UNFUSED DISCONNECT SWITCH al FUSED WITH DUAL ELEMENT FUSES Mi MH COMBINATION MOTOR CONTROLLER AND DISCONNECT SWITCH 86 ■ LITHONIA TELEPHONE OUTLET +15" UNLESS NOTED 0 FLOOR TELEPHONE OUTLET FLUSH WITH THE FLOOR. 1 e 32 INTERCOM OUTLET +15" UNLESS NOTED U LITHONIA AFI42TRT6ARG6L -2Th' MOTOR OUTLET - CONNECT AS REQUIRED X d DATA OUTLET +15" UNLESS NOTED PL 144 46 CLOCK OUTLET AND CLOCK LITHONIA 1'0 THERMOSTAT OUTLET +40" UNLESS NOTED I1 2 CONTROL TRANSFORMER IS HC Iv ®V SPEAKER WITH VOLUME CONTROL LT DLPHR39M3OHEBLPSPLTWFH500F500GL 0 X VOLUME CONTROL +40" UNLESS NOTED I et GEILIN6 MOUNTED DUPLEX RECEPTACLE FOR SHOW WINDOW LIGHTS. 5 X LITHONIA PUSH BUTTON STATION WITH PILOT LIGHT +40" UNLESS NOTED D\ BUZZER LIGHTING FIXTURE SCHEDULE Y E MANUFACTURER CATALOG No. MOUNTING LAMPS L A D VA U R F E C A L L E N D No. TYPE WATT A LITHONIA CRR432T82i1V6E15 X 4 F32T8 32 104 B LITHONIA GRR432T32 -17VGEB -ELI4 X 4 F32T8 32 104 C LITHONIA 5132- MVOLT- 6EBIOIE: X I F32T8 32 'iq D LITHONIA GRR232T8211V6E5 X 2 F32T8 32 54 E LITHONIA 261-8- 332A12125- MVOLT- 6EBICEIS X 3 F32T3 32 1g 1= LITHONIA 26T8- 332A12125- MVOLT- 6EBIOIS -ELI4 X 3 F32T8 32 -1q G LITHONIA 261-8- 311A12125- MVOLT- 6EBIOIS X 3 FI"1TS 11 53 H LITHONIA 261-8- 311A12125- MVOLT- 6EBI0]5 -ELI4 X 3 FIIT3 II 53 LITHONIA TSI32 -2 1N X 2 F32T8 32 54 J LITHONIA L13232- MVOLT- 6E13I01E X 2 F52T8 52 54 K LITHONIA LB232- MVOLT- 6EB101E- -ELI4 X 2 F32T8 32 54 L LITHONIA L13232- MVOLT- 6EBIOIE X 4 P32T8 32 104 M LITHONIA L13232- MVOLT- 6EB101E- -ELI4 X 4 F32T6 52 104 N LITHONIA TL232- MVOLT- 6E13I01S= I/4 X 4 F32T8 32 104 LITHONIA TL232- MVOLT- 6E13101S- I/4 -ELI4 X 4 F32T8 52 104 f LITHeNIA DM 252 -120V- 6E15-0° BALLAST X 2 F32T8 32 54 0 LITHONIA TOM 252- 120V- 6E5- 1/4 -0° BALLAST X 4 F32T8 32 104 R LITHONIA LP6H- IO0M- 12OV /6LFI X I MH 100 110 $ LITHONIA LP3H- 10M- 211V-6LD5 X I MH 10 86 T LITHONIA 5152 -211V X 1 F32T8 32 201 U LITHONIA AFI42TRT6ARG6L -2Th' X I PL 42 46 V LITHONIA AF216TRTSARG6L -211V X 2 IS 43 W LITHONIA -TRACK Lis LT DLPHR39M3OHEBLPSPLTWFH500F500GL X I LED 5 5 X LITHONIA LHQMSWIR X I PL 341 45 ¥ LITHONIA GRR232TSI206EBELI4 X 2 F32T8 32 54 AA LITHONIA ELM6H2006 -211V EM. LTS GEILIN6 MTV X 2 MR24 20 40 BB LITHONIA VG232 -2'77V X 2 F32T8 32 54 cc LITHONIA TVG432 -211V X 4 F32T8 32 104 LIGHTING FIXTURE GENERAL COMMENTS. I. ALL BALLAST SHALL BE CLASS "P" HIGH FREQUENCY ELECTRONIC TYPE BY VALMONT, MAGNETEK OR ADVANCE. PROVIDE LOW TEMPERATURE BALLAST FOR OUTDOOR MOUNTED FIXTURES. 2 THIS CONTRACTOR SHALL VERIFY THE TYPE OF GEILIN6 BEFORE ORDERING ANY FIXTURES. HE IS FULLY RESPONSIBLE TO PROVIDE ALL MOUNTING BRACKETS TO FIT GEILIN6 COND- TIONS AT NO EXTRA COST TO THE OWNER. ALL FIXTURES SHALL BE U.L. LABEL AND SHALL BE LISTED FOR THERMAL BARRIER WHERE IN CONTACT WITH INSULATION. 4. ALL LIGHTING SHALL BE INSTALLED AND CONNECTED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 5. ALL FLUORESCENT FIXTURES OF ALL SIZES, SURFACE MOUNTED OR RECESSED IN SUSPENDED GEILIN6, SHALL BE INDEPENDENTLY SUPPORTED BY TWO #I2 SLACK WIRES ATTACHED TO TWO OPPOSITE CORNERS OF THE FIXTURES. THESE WIRES SHALL BE SECURED TO THE SOLID STRUCTURE FROM WHICH THE GEILIN6 15 SUSPENDED IN SUCH A MANNER THAT FAILURE OF THE SUSPENDED GEILIN6 WILL NOT CAUSE THE FIXTURES TO DROP. THESE WIRES SHALL BE IN ADDITION TO ANY ELECTRICAL STANDARDS MOUNTING SUPPORT. bst0-0 ( 1 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. RECEIVED MAR 312010 PERMIT CENTER SEPARATE PERMITAND APPROVAL B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMI AL: 00 -00 -00 NODEL RETHIL 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 HALLIS ENGINEERING INCRPORATED CONSIITING ELECTRICAL BrGPEEFS 540 WILSHIRE ELVa SUITE 602 LOS ANGUS. CA. 90038 E-mail: a23 933-068 halIismhaIIISeng.COm HE J08 No 09 -182 BY: L.F. CONSULTANT: V W W V z LA DRAWING TITLE: REVISIONS: 10 3 -I -IO L O A O A O O A 0 O 0 DATE JOB NO. 09293 SHEET NUMBER E -1 I� I 1 17' 1 1 51 542oP 1 1 I I X • Al. NORTH ENLARGED SUITE 750 POWER PLAN 29d w 290 J X 0 / \ \ / 0 / \ 290 iL( /\ 0 23a 55-23 PNL. "55" SCALE I/4'3111-0" ENLARGED SUITE 150 LIGHTING PLAN SCALE V4".1'-0" LOCATION: - 1ANE i_ I 1 S 11 BUS 225A AN LUG,S ONLY G. BKRS.: BOLT ON TYPE MIN.IO,000A MOUNTING,: FLUSH VOLTAGE: 120/208V-30-41N LOAD DESCRIPTION G. SKR CKT NO PHASE VA LOADGKT NO G. BKR P AMP A B G AMP P GASH REGISTER 1 20 I 15 30 3 HP -I DISPLAY CASE DRY BAKERY 1 20 > 4 — I DISPLAY CASE REFRIG. I 20 1860 — 1550 6 COOLER / REFRIGERATOR 1 20 1 1160 - 8 40 2 FG -I 30'10 FREEZER, REACH -IN I 20 1355 I _ 30/0 MIXER 2 20 11 IVO 12 15 1 SF -I _ _ 13 18 10 14 15 3 5F -2 310 MIXER 2 20 1� 16 310 — — 1810 IS 310 WATER HEATER 2 20 1� 20 15 3 EF -I Z500 — - 21 1500 22 _ 265 LIGHTING, KITCHEN I 20 2 1200 24 265 SPARE I 20 25 26 20 1 SPARE SPARE I 20 2-)„, 28 20 1 SPARE LIGHTING, DINING AREA 1 20 2 I 20 1 ROOF RCPT. TEL. BOARD REGPT. 1 20 3 360 32 20 1 SPARE SPARE 1 20 3 34 20 1 SPARE SPARE 1 20 36 20 1 SPARE SPACE ...,,,,-55 3 38 SPACE SPACE 3 4O SPACE SPACE 41 42 SPACE TOTAL PHASE LOAD 11145 10680 11435 TOTAL CONNECTED LOAD - 35190 W TOTAL AMPS - 68A TOTAL. PHASE L.G. LOAD X 25% 110 110 390 COMPUTED PHASE LOAD 11915 11450 11825 KEY PLAN NO SGALC RECEIVED MAR 312010 SEP RENTE PERMIT AND APPROVAL REQUIRED ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NODEL RETAIL 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 HALLIS ENGINEERING_ INCDRPORATED CCNSILTING E EGIA C& DEMERS 540 WILSHIRE ELVD. SUITE 602 LOS ANGELES. E-mail: 323 M4068 hallisohalllseng.Ca11 FIE JOB Na 09 -182 BY: L.F. CONSULTANT: U W 3 a DRAWING TITLE: REVISIONS: £ 3 -I -IO Q A 0 O 0 O 0 A A A 0 DATE JOB NO. 09293 SHEET NUMBER E -7 NEW LOCATION: ELECTRICAL ROOM SANE j 11 Cp 11 SUS 225A MAIN: LU65 ONLY G. BKRS.: BOLT ON TYPE MIN. 10,000A MOUNTING: SURFACE VOLTA6E:12O /205V -30 -4W LOAD DESCRIPTION G. SKR GKT NO PHASE VA LOADGKT G NO G. SKR P AMP A B AMP P CASE FANS - SYS. #I5 1 20� I X 2 2 20 1 CASE FANS - SYS #4A - 5 #3A 1 20 5 69G 20 1 4 CASE LTS - SYS#3A CASE LTS - SYS#4A I #45 CASE FANS - SYS. 8 2 20 1 1 C 20 1 CASE FANS - SYS CASE FANS - SYS. #35 1 20 621 6 20 1 CASE FANS - 5Y5 #417 403 CASE FANS - SYS. #3G 1 20 598 2 621 / 8 20 I SPARE CASE FANS - SYS. #3P 1 20 310 1 C 16 20 1 SPARE CASE FANS -SY5. #2G I 20 11 632 12 20 1 SPARE at FAN COILS -MEAT COOL. I 20 15 324 CASE LTS - SYS#3C 14 20 1 SPARE DRAIN HTRS. 6ROS. FREEZER I 20 15 CASE LTS - SY5 #2C I 1000 <6. 20 1 SPARE 12 2 DRAIN HTRS.- EROS. FREEZER 1 20 11 1 2 20 / 600 18 20 1 SPARE 20 I VENT HTR - 6RO5. FREEZER I 20 I 600 20 I 20 20 I SPARE 20 I I S FAN COILS -MEAT PREP. 1 20 21 20 1 112 22 20 I SPARE FAN COILS -FISH COOL. 1 20 25 324 4 20 I SPARE SPARE CASE WARM -5Y5. #I5 I 20 25 / 1621 / 6 20 1 CASE WARM-SYS. #3A 1012 CASE WARM -SYS. #I5 I 20 2 28 20 I CASE WARM-SYS. #35 18 CASE WARM-SYS. #45 1 20 24 20 1 CASE WARM -SYS. #3C 18300 ='' GA5E WARM-SYS. #417 i 20 3� 1p 32 20 SPACE CASE WARM -SYS. #317 Z SPARE 1 20 3 '-------.'-'54 20 1 SPARE SPARE I 20 55 2 S 34 20 1 CASE WARM-SYS. #4C 1430 SPARE 1 20 51 :- 32 SPACE SPARE I 20 54t ....--- 32 40 SPACE SPARE 1 20 41 34 ;2 SPACE TOTAL PHASE LOAD 6893 6126 6200 TOTAL TOTAL CONNECTED LOAD - 19,811 W AMPS - 55 A TOTAL. PHASE L.G. LOAD X 25% COMPUTED PHASE LOAD 6813 6126 6200 NEW SUS MAIN: LU65 ONLY 225 • G. SKRS.: BOLT ON TYPE MOUNTING: SURFACE VOLTAGE: 48OV- 30 -41N MIN. 14,000A LOAD DESCRIPTION G. SKR GKT PHASE VA LOAD KT G. SKR P AMP NO A B C NO AMP P 'EXIST. EAG -I 3 aO I 14660 2 410 3 EXIST. EAG -2 11660 — - 11660 4 _ _ 11660 11660 6 CONDENSER #I 3 25 5315 8 20 3 CONDENSER #2 5315 - — 3540 10 — _ _ 5315 _ 3540 SPACE SPACE . „ , SPARE SPACE SPARE IS SPACE SPACE 20 SPACE SPADE SPACE SPACE SPACE PA . 28 0 al!.---........... gi 50'. OP 38 PPP 40 42 TOTAL PHASE LOAD 48115 48115 48115 TOTAL. CONNECTED LOAD - 150315 W TOTAL PHASE L.G. LOAD X 25% 1930 1930 1130 TOTAL AMPS - 180 A COMPUTED PHASE LOAD 50105 50105 50105 EXISTING LOCATION: SANE L I I II BUS MAIN: 15OA G.B. 225A G. SKRS.: BOLT ON TYPE MOUNTING: SURFACE VOLTAGE: 2/1/450V-50-4W MIN. 14,000A LOAD DESCRIPTION G. BKR GKT PHASE VA LOADGKT G. SKR P AMP NO A 5 G NO AMP P LI6HTIN6 - FITTING RM. 1 20 26 2 20 I LIGHTING -SALES LI6HTIN6- FITTIN6 RM. 1 20 2183 20 1 LI6HTIN6 -SALES LI6HTIN6 - ENTRANCE I 20 23 Q 6 20 1 LI6HTIN6 -SALES LIGHTING -MALL ENTRANCE I 2O 1st 6 20 I LIGHTING- VALANCE LI6HTIN6 -STOCK RM. I 20 500 1O 20 1 LI6HTIN6 - VALANCE LI6HTIN6 - VALANCE 1 20 1� 12 60 I2 20 I LI6HTIN6 - VALANCE UNIT HEATER #b I 20 1� 3300 14 20 1 SPARE (N) PRODUCE/ PROD. COOLER LTS 1 20 15 1085 1. 20 1 SPARE (N) PREFAB. COOLER LTS 1 20 I. 110 18 20 I SPARE SPACE I — 20 SPACE SPACE ,__- PAE 2� 22 SPACE SPACE 2� 26 SPACE SPACE 21 22 SPACE SPACE SPACE SPACE 51 32 SPACE SPACE 3' 34 SPACE SPACE ,__- 36 SPADE SPACE 3 38 SPACE SPACE 3 40 SPACE SPACE 1:i_ /2 SPACE TOTAL. PHASE LOAD 8346 1686 8040 TOTAL. CONNECTED LOAD - 31,181 W TOTAL. PHASE L.G. LOAD X 25% 3010 2210 2615. TOTAL. AMPS - 81 A COMPUTED PHASE LOAD 11356 1116 10655 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. EXISTING ��eN E j 1 1 C L ■ 1 B BUS M MAIN: LU65 ONLY G. 5KR5.: BOLT ON TYPE MOUNTING: SURFACE • V VOLTA6E:12O /205V -50 -4W M LOAD DESCRIPTION G G. S SKR G GKT P PHASE V VA L LOA/7441T G NO A G. SKR P A AMP N A B B G AMP P P CASE LTS - I 2 20 I I X 2 2 - 5 X196 2 20 1 1 C CASE LTS - SYS#3A CASE LTS - SYS#4A I I 2 20 8 8 2 20 1 1 C CASE LTS - 5Y5#36 CASE LTS - SY5 #45 1 1 2 20 1 6 2 20 I I C CASE LTS - 5Y5#35 1460 6 CASE LTS - SYS#4G I I 2 20 5 598 2 20 1 1 C CASE LTS - SYS#3G I 2 20 1 p 2 CASE LTS -SY5 #417 I at 1460 I I p 20 1 1 C CASE LTS - SYS#3C I 2 20 a CASE LTS - SY5 #2C I aqb 1 12 2 20 I I C CASE LTS - SYS#30 CASE LTS - SYS#2C 1 1 2 20 / /25 1 14 2 20 I I S SPARE SPARE I I 2 20 I I6 2 20 I I S SPARE I 2 20 1 SPARE I 18 2 20 1 1 S SPARE 5PAGE ' '-'---..----'22 2 2 20 1 1 S SPARE SPACE SPACE SPACE 2 5PAGE 22 5 SPACE SPACE A : 2 S SPACE ::A: A S :- SPACE wi . ....--- 32 M 3 34 36 EXISTING LOCATION: SANE L I I II BUS MAIN: 15OA G.B. 225A G. SKRS.: BOLT ON TYPE MOUNTING: SURFACE VOLTAGE: 2/1/450V-50-4W MIN. 14,000A LOAD DESCRIPTION G. BKR GKT PHASE VA LOADGKT G. SKR P AMP NO A 5 G NO AMP P LI6HTIN6 - FITTING RM. 1 20 26 2 20 I LIGHTING -SALES LI6HTIN6- FITTIN6 RM. 1 20 2183 20 1 LI6HTIN6 -SALES LI6HTIN6 - ENTRANCE I 20 23 Q 6 20 1 LI6HTIN6 -SALES LIGHTING -MALL ENTRANCE I 2O 1st 6 20 I LIGHTING- VALANCE LI6HTIN6 -STOCK RM. I 20 500 1O 20 1 LI6HTIN6 - VALANCE LI6HTIN6 - VALANCE 1 20 1� 12 60 I2 20 I LI6HTIN6 - VALANCE UNIT HEATER #b I 20 1� 3300 14 20 1 SPARE (N) PRODUCE/ PROD. COOLER LTS 1 20 15 1085 1. 20 1 SPARE (N) PREFAB. COOLER LTS 1 20 I. 110 18 20 I SPARE SPACE I — 20 SPACE SPACE ,__- PAE 2� 22 SPACE SPACE 2� 26 SPACE SPACE 21 22 SPACE SPACE SPACE SPACE 51 32 SPACE SPACE 3' 34 SPACE SPACE ,__- 36 SPADE SPACE 3 38 SPACE SPACE 3 40 SPACE SPACE 1:i_ /2 SPACE TOTAL. PHASE LOAD 8346 1686 8040 TOTAL. CONNECTED LOAD - 31,181 W TOTAL. PHASE L.G. LOAD X 25% 3010 2210 2615. TOTAL. AMPS - 81 A COMPUTED PHASE LOAD 11356 1116 10655 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. EXISTING ��eN E j 1 1 C L ■ 1 B BUS M MAIN: LU65 ONLY G. 5KR5.: BOLT ON TYPE MOUNTING: SURFACE • V VOLTA6E:12O /205V -50 -4W M LOAD DESCRIPTION G G. S SKR G GKT P PHASE V VA L LOA/7441T G NO A G. SKR P A AMP N A B B G AMP P P CASE LTS - I 2 20 I I X 2 2 - 5 X196 2 20 1 1 C CASE LTS - SYS#3A CASE LTS - SYS#4A I I 2 20 8 8 2 20 1 1 C CASE LTS - 5Y5#36 CASE LTS - SY5 #45 1 1 2 20 1 6 2 20 I I C CASE LTS - 5Y5#35 1460 6 CASE LTS - SYS#4G I I 2 20 5 598 2 20 1 1 C CASE LTS - SYS#3G I 2 20 1 p 2 CASE LTS -SY5 #417 I at 1460 I I p 20 1 1 C CASE LTS - SYS#3C I 2 20 a CASE LTS - SY5 #2C I aqb 1 12 2 20 I I C CASE LTS - SYS#30 CASE LTS - SYS#2C 1 1 2 20 / /25 1 14 2 20 I I S SPARE SPARE I I 2 20 I I6 2 20 I I S SPARE I 2 20 1 SPARE I 18 2 20 1 1 S SPARE 5PAGE ' '-'---..----'22 2 2 20 1 1 S SPARE SPACE SPACE SPACE 2 5PAGE 22 5 SPACE SPACE A : 2 S SPACE ::A: A S :- SPACE wi . ....--- 32 M 3 34 36 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. EXISTING LOCATION: ELECTRICAL ROOM � AN E 1 1 CK. 1 1 BU5 MAIN: LU65 ONLY 225A G. BKRS.: BOLT ON TYPE MOUNTING: SURFACE VOLTAGE : l20 /208V -30 -4W MIN. 10,000A LOAD DESCRIPTION G. BKR GKT PHASE VA LOADGKT G. BKR P AMP N0 A 5 G NO AMP P (N) GHEGK5TAND #1 1 20 �0 2 20 1 (N) CUSTOMER SERVICE (N) GHEGK5TAND #2 1 20 �0 20 1 (N) CUSTOMER SERVICE SPACE b SPACE (N) GHEGK5TAND #3 1 20 600 g 20 1 (N) MEAT PREP. WRAP MACH. (N) GHEGK5TAND #4 1 20 �0 110 20 1 (N) RECEPT. - SCALE SPACE I� 14 SPACE (N) GHEGK5TAND #5 1 20 I� 400 14 20 1 (N) REGEPT. - OFFICE (N) GHEGK5TAND #6 1 20 I� `� — . 20 1 (N) RECEPT. - OFFICE 400 I6 SPACE 18 SPACE (N) GHEGK5TAND #-1 1 20� 22 20 1 (N) REGEPT. - OFFICE (N) GHEGK5TAND #8 1 20 ?� `�0 2 SPADE SPACE ,_- 22 SPACE SPACE 25 22 5PAGE SPACE 2 - 22 SPACE SPACE 241 3p SPACE 3� / 32 3 54 36 3i 3a / 40 41 / 42 TOTAL PHASE LOAD 3400 2800 TOTAL CONNECTED LOAD - 6200 W TOTAL PHASE L.G. LOAD X 25% TOTAL AMPS - 30 A COMPUTED PHASE LOAD 3400 2800 CIE REMOVE EXISTING 20A,IP BREAKER AND RELOCATE *CIE RELOCATED 20A,IP CIRCUIT BREAKER EXISTING LOCATION: ELECTRICAL ROOM 1=. ANE L 11 L. A 11 BUS MAIN: 150A G.B. 225A G. BKRS.: BOLT ON TYPE MOUNTING: FLUSH VOLTA6E:120 /205V -30 -4W MIN. 14,000A LOAD DESCRIPTION G. SKR GKT PHASE VA LOAD GKT G. SKR P AMP NO A 5 G NO AMP P (N) TRACK LTS. 1 20 1 X500 20 I (>`) TRACK LTS. (N) TRACK LT5. 1 20 1500 6 20 I (N) TRACK LTS. (N) TRACK LTS. I 20 11500 6 20 I (N) TRACK LTS. (N) TRACK LTS. I 20 1500 g 20 1 (N) TRACK LTS. (N) TRACK LTS. I 20 I150� 10 20 I (N) TRACK LTS. (I� TRACK LTS. I 20 soo 12 20 I DOCK LTS 300 12 (N) TEL. BD. I 20 000 14 20 I (N) AUTO DOORS (N) GHEGK5TAND #I I 20 00 I6 20 I (N) AUTO DOORS (N) GHEGK5TAND #2 I 20 4°1080° 08 018 20 I (N) SWEPT. - SALES (N) GHEGK5TAND #3 I 20 " 400 22 20 1 SPARE (N) GHEGK5TAND #4 1 20 1115 22 20 I EF -4 (N) GHEGK5TAND #5 I 20 400 2/4 20 2 SPARE (N) GHEGK5TAND #6 1 20 400 — . 26 (N) GHEGK5TAND #/ I 20 1115 28 20 I UH -I . (N) GHEGK5TAND #8 I 20 " 400 360 �'� 20 1 ROOF RCPT. (N) CUSTOMER SERVICE I 20 I�0 32 20 I (N)LI6HTIN6 CONTROL SPARE 1 20 32 20 1 SPARE SPARE 1 20 I600 36 20 1 OFFICE RCPT SF-4 1 15 120 3� SPACE EF -i I 15 100 40 SPACE SPACE 42 SPACE TOTAL. PHASE LOAD 8180 10150 9040 TOTAL CONNECTED LOAD - 34,560 W TOTAL PHASE L.G. LOAD X 25% 2045 2685 1860 TOTAL. AMPS - 16 A COMPUTED PHASE LOAD 10225 13435 10100 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. CIRCUITS TO PANELS SEE E -I.0 E -5.0 $ 5.1 120V -10 L RELAY PNL. "GL" GONTAG - RELAY 1 r1 RELAY Z TO LI6HT5 OR PANEL. (TYPICAL) L RELAY ♦_ 3 NEW LOCATION: ELECTRICAL ROOM � ��eN E j 1 1 C L ■ 1 B BUS M MAIN: LU65 ONLY G. 5KR5.: BOLT ON TYPE MOUNTING: SURFACE • V VOLTA6E:12O /205V -50 -4W M LOAD DESCRIPTION G G. S SKR G GKT P PHASE V VA L LOA/7441T G NO A G. SKR P A AMP N A B B G AMP P P CASE LTS - I 2 20 I I X 2 2 - 5 X196 2 20 1 1 C CASE LTS - SYS#3A CASE LTS - SYS#4A I I 2 20 8 8 2 20 1 1 C CASE LTS - 5Y5#36 CASE LTS - SY5 #45 1 1 2 20 1 6 2 20 I I C CASE LTS - 5Y5#35 1460 6 CASE LTS - SYS#4G I I 2 20 5 598 2 20 1 1 C CASE LTS - SYS#3G I 2 20 1 p 2 CASE LTS -SY5 #417 I at 1460 I I p 20 1 1 C CASE LTS - SYS#3C I 2 20 a CASE LTS - SY5 #2C I aqb 1 12 2 20 I I C CASE LTS - SYS#30 CASE LTS - SYS#2C 1 1 2 20 / /25 1 14 2 20 I I S SPARE SPARE I I 2 20 I I6 2 20 I I S SPARE I 2 20 1 SPARE I 18 2 20 1 1 S SPARE 5PAGE ' '-'---..----'22 2 2 20 1 1 S SPARE SPACE SPACE SPACE 2 5PAGE 22 5 SPACE SPACE A : 2 S SPACE ::A: A S :- SPACE wi . ....--- 32 M 3 34 36 40 41 LOCATION: ELECTRICAL ROOM � AN E 1 1 CK. 1 1 BU5 MAIN: LU65 ONLY 225A G. BKRS.: BOLT ON TYPE MOUNTING: SURFACE VOLTAGE : l20 /208V -30 -4W MIN. 10,000A LOAD DESCRIPTION G. BKR GKT PHASE VA LOADGKT G. BKR P AMP N0 A 5 G NO AMP P (N) GHEGK5TAND #1 1 20 �0 2 20 1 (N) CUSTOMER SERVICE (N) GHEGK5TAND #2 1 20 �0 20 1 (N) CUSTOMER SERVICE SPACE b SPACE (N) GHEGK5TAND #3 1 20 600 g 20 1 (N) MEAT PREP. WRAP MACH. (N) GHEGK5TAND #4 1 20 �0 110 20 1 (N) RECEPT. - SCALE SPACE I� 14 SPACE (N) GHEGK5TAND #5 1 20 I� 400 14 20 1 (N) REGEPT. - OFFICE (N) GHEGK5TAND #6 1 20 I� `� — . 20 1 (N) RECEPT. - OFFICE 400 I6 SPACE 18 SPACE (N) GHEGK5TAND #-1 1 20� 22 20 1 (N) REGEPT. - OFFICE (N) GHEGK5TAND #8 1 20 ?� `�0 2 SPADE SPACE ,_- 22 SPACE SPACE 25 22 5PAGE SPACE 2 - 22 SPACE SPACE 241 3p SPACE 3� / 32 3 54 36 3i 3a / 40 41 / 42 TOTAL PHASE LOAD 3400 2800 TOTAL CONNECTED LOAD - 6200 W TOTAL PHASE L.G. LOAD X 25% TOTAL AMPS - 30 A COMPUTED PHASE LOAD 3400 2800 CIE REMOVE EXISTING 20A,IP BREAKER AND RELOCATE *CIE RELOCATED 20A,IP CIRCUIT BREAKER EXISTING LOCATION: ELECTRICAL ROOM 1=. ANE L 11 L. A 11 BUS MAIN: 150A G.B. 225A G. BKRS.: BOLT ON TYPE MOUNTING: FLUSH VOLTA6E:120 /205V -30 -4W MIN. 14,000A LOAD DESCRIPTION G. SKR GKT PHASE VA LOAD GKT G. SKR P AMP NO A 5 G NO AMP P (N) TRACK LTS. 1 20 1 X500 20 I (>`) TRACK LTS. (N) TRACK LT5. 1 20 1500 6 20 I (N) TRACK LTS. (N) TRACK LTS. I 20 11500 6 20 I (N) TRACK LTS. (N) TRACK LTS. I 20 1500 g 20 1 (N) TRACK LTS. (N) TRACK LTS. I 20 I150� 10 20 I (N) TRACK LTS. (I� TRACK LTS. I 20 soo 12 20 I DOCK LTS 300 12 (N) TEL. BD. I 20 000 14 20 I (N) AUTO DOORS (N) GHEGK5TAND #I I 20 00 I6 20 I (N) AUTO DOORS (N) GHEGK5TAND #2 I 20 4°1080° 08 018 20 I (N) SWEPT. - SALES (N) GHEGK5TAND #3 I 20 " 400 22 20 1 SPARE (N) GHEGK5TAND #4 1 20 1115 22 20 I EF -4 (N) GHEGK5TAND #5 I 20 400 2/4 20 2 SPARE (N) GHEGK5TAND #6 1 20 400 — . 26 (N) GHEGK5TAND #/ I 20 1115 28 20 I UH -I . (N) GHEGK5TAND #8 I 20 " 400 360 �'� 20 1 ROOF RCPT. (N) CUSTOMER SERVICE I 20 I�0 32 20 I (N)LI6HTIN6 CONTROL SPARE 1 20 32 20 1 SPARE SPARE 1 20 I600 36 20 1 OFFICE RCPT SF-4 1 15 120 3� SPACE EF -i I 15 100 40 SPACE SPACE 42 SPACE TOTAL. PHASE LOAD 8180 10150 9040 TOTAL CONNECTED LOAD - 34,560 W TOTAL PHASE L.G. LOAD X 25% 2045 2685 1860 TOTAL. AMPS - 16 A COMPUTED PHASE LOAD 10225 13435 10100 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. CIRCUITS TO PANELS SEE E -I.0 E -5.0 $ 5.1 120V -10 L RELAY PNL. "GL" GONTAG - RELAY 1 r1 RELAY Z TO LI6HT5 OR PANEL. (TYPICAL) L RELAY ♦_ 3 NEW LOCATION: ELECTRICAL ROOM � ��eN E j 1 1 C L ■ 1 B BUS M MAIN: LU65 ONLY G. 5KR5.: BOLT ON TYPE MOUNTING: SURFACE • V VOLTA6E:12O /205V -50 -4W M LOAD DESCRIPTION G G. S SKR G GKT P PHASE V VA L LOA/7441T G NO A G. SKR P A AMP N A B B G AMP P P CASE LTS - I 2 20 I I X 2 2 - 5 X196 2 20 1 1 C CASE LTS - SYS#3A CASE LTS - SYS#4A I I 2 20 8 8 2 20 1 1 C CASE LTS - 5Y5#36 CASE LTS - SY5 #45 1 1 2 20 1 6 2 20 I I C CASE LTS - 5Y5#35 1460 6 CASE LTS - SYS#4G I I 2 20 5 598 2 20 1 1 C CASE LTS - SYS#3G I 2 20 1 p 2 CASE LTS -SY5 #417 I 1460 I I p 20 1 1 C CASE LTS - SYS#3C I 2 20 a CASE LTS - SY5 #2C I aqb 1 12 2 20 I I C CASE LTS - SYS#30 CASE LTS - SYS#2C 1 1 2 20 / /25 1 14 2 20 I I S SPARE SPARE I I 2 20 I I6 2 20 I I S SPARE I 2 20 1 SPARE I 18 2 20 1 1 S SPARE 5PAGE ' '-'---..----'22 2 2 20 1 1 S SPARE SPACE SPACE SPACE 2 5PAGE 22 5 SPACE SPACE A : 2 S SPACE ::A: A S :- SPACE wi . ....--- 32 M 3 34 36 40 41 42 TOTAL 2 4/52 4 4048 4 4485 TOTAL CONNECTED LOAD - 16605 W TOTAL. PHASE L.G. LOAD X 25% 1 1188 1 1012 1 1120 T COMPUTED PHASE LOAD 5 5940 5 5060 5 5605 _ CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. CIRCUITS TO PANELS SEE E -I.0 E -5.0 $ 5.1 120V -10 L RELAY PNL. "GL" GONTAG - RELAY 1 r1 RELAY Z TO LI6HT5 OR PANEL. (TYPICAL) L RELAY ♦_ 3 NEW LOCATION: ELECTRICAL ROOM � ��eN E j 1 1 C L ■ 1 B BUS M MAIN: LU65 ONLY G. 5KR5.: BOLT ON TYPE MOUNTING: SURFACE • V VOLTA6E:12O /205V -50 -4W M LOAD DESCRIPTION G G. S SKR G GKT P PHASE V VA L LOA/7441T G NO A G. SKR P A AMP N A B B G AMP P P CASE LTS - I 2 20 I I X 2 2 - 5 X196 2 20 1 1 C CASE LTS - SYS#3A CASE LTS - SYS#4A I I 2 20 8 8 2 20 1 1 C CASE LTS - 5Y5#36 CASE LTS - SY5 #45 1 1 2 20 1 6 2 20 I I C CASE LTS - 5Y5#35 1460 6 CASE LTS - SYS#4G I I 2 20 5 598 2 20 1 1 C CASE LTS - SYS#3G I 2 20 1 p 2 CASE LTS -SY5 #417 I 1460 I I p 20 1 1 C CASE LTS - SYS#3C I 2 20 a CASE LTS - SY5 #2C I aqb 1 12 2 20 I I C CASE LTS - SYS#30 CASE LTS - SYS#2C 1 1 2 20 / /25 1 14 2 20 I I S SPARE SPARE I I 2 20 I I6 2 20 I I S SPARE I 2 20 1 SPARE I 18 2 20 1 1 S SPARE 5PAGE ' '-'---..----'22 2 2 20 1 1 S SPARE SPACE SPACE SPACE 2 5PAGE 22 5 SPACE SPACE A : 2 S SPACE ::A: A S :- SPACE wi . ....--- 32 M 3 34 36 40 41 42 TOTAL 2 4/52 4 4048 4 4485 TOTAL CONNECTED LOAD - 16605 W TOTAL. PHASE L.G. LOAD X 25% 1 1188 1 1012 1 1120 T COMPUTED PHASE LOAD 5 5940 5 5060 5 5605 _ NEW LOCATION: ELECTRICAL ROOM AN E j 11N 11 BUS MAIN: 150A G.B. 225A G. SKRS.: BOLT ON TYPE MOUNTING: FLUSH VOLTAGE: I20 /208V -30 -4W MIN. 10,000A LOAD DESCRIPTION G. SKR GKT PHASE VA LOAD GKT G. BKR P AMP N0 A B G NO AMP P MEAT SLICER 1 20 1500 20 5 FISH GLEANING MACH. MEAT SLICER I 20 600 1500 4 — MEAT BAND SAW 3 20 1320 / 1500 6 - _ -1 1320 20 3 BAND SAW / 1320 8 - _ a 1320 — / 1320 10 MEAT GRINDER 3 30 I I 2005 12 1320 12 ,__- 165 '-------.---14 30 2 ICE MACHINE 1965 - 15 2005 — 1165 16 AUTO MEAT WRAP 2 20 I� 625 18 20 I MANUAL WRAPER - I a 1250 20 I SPARE — � 20 GONVIN. RCPT. I 20 2� '� 22 20 I SPARE FRYER CONTROL I 20 „7„, 400 2.---.---4 20 I SPARE HP-5 2 30 25 1600 ---".----'26 20 2 FG -4 - — 2'i 1155 / — / 1600 28 FG -5 2 20 24 1600 30 30 2 HP -4 1955 — 31 1600 _ 1155 52 SPARE I 20 55 34 20 I SPARE SPARE I 20 55 1� 36 20 1 SPARE SPARE I 20 3� . 38 20 1 SPARE SPACE 3� 0 SPACE SPACE 41 42 SPACE TOTAL PHASE LOAD . I/010 14305 14115 TOTAL CONNECTED LOAD - 41,820 W TOTAL PHASE L.G. LOAD X 25% 410 410 410 TOTAL AMPS - 133 A COMPUTED PHASE LOAD 1/560 14195 15465 LOCATE IN OFFICE COORDINATE EXACT LOCATION IN/OWNER. (TYPICAL) TYPICAL RELAY RELAY 2 EC 1-- TIME CLOG '1 DAYTIME SWITCH W/RESERVE POWER TORK # 300E LI6HTIN6 CONTROL DIAGRAM N.T.S. L ELECTRICALLY RICALLY HELD RELAY WITH 20A RATED NORMALY OPEN CONTACTS. SEE PANEL. SGHED. FOR NUMBER OF POLE FOR EACH RELAY. OVERRIDE SWITCHES 2 -HOUR TIME SWITCH MARK TIME #10281 LABEL "LI614TIN6 SAl Strif OVERRIDE SWITCH" EXISTING LOCATION: ELECTRICAL ROOM F,�� E 1_ 11 I-4 A 1 1 BUS MAIN: LU65 ONLY 225A G. BKRS.: BOLT ON TYPE MOUNTING: FLUSH VOLTA6E:211/450V -30 -4W MIN. 14,000A LOAD DESCRIPTION G. SKR GKT PHASE VA LOADGKT G. SKR P AMP NO A B C NO AMP. P LI6HTIN6 ENTRANCE I 20 Z0� 20 1 (N) SALES AREA DOWN LTS. (N) EXTERIOR LTG. 1 20 2005 20 I (N) SALES AREA DOWN LTS. (N) EXTERIOR LTG. 1 20 5 6 20 1 (N) SALES AREA DOWN LTS. UNLOADING $ GROCERY WAREHOUSE 1 20 Z.i25 / 20 1 (N) CHECK STAND AREA LTS SPARE I 20 1155 I p 20 I (N) CHECK STAND AREA LTS SPARE I 20 I� 3025 14 20 1 (N) SALES AREA LTS SPARE I 20 1> 3025 14 20 I (N) SALES AREA LTS (1U LIGHTING 1 20 15 3005 I6 20 I (N) SALES AREA LT5 SPARE . 1 20 1- 3005 18 20 1 (N) SALES AREA LTS (E) ELGT. ROOM LT6 I 20 14t 110 �0 20 I . (N) MEAT PREP. LTS (N) OFFICES $ COOLER 1 20 2. 1735 22 20 I (N) SALES AREA PERIM. LTS (N) LI6HTIN6 1 20 25 I IWO ?00 22 20 I (N) EM/NL SPACE 2� 26 SPACE SPACE 2� 24 SPACE SPACE 2 - - SPACE 5PAGE ,_- / 70 3 45 KVA TR -R 32 SPACE . ,__- - ' — - (PANEL "LA ") SPACE ,_- 6 — TRASH COMPACTOR 3 40 3"i . 5820 20 3 ROLL -UP DOOR 140 38 - — 3� 5820 940 40 - _ 41 5820 / 940 42 TOTAL. PHASE LOAD 18805 15420 11215 TOTAL. CONNECTED LOAD - 51,855 W TOTAL PHASE L.G. LOAD X 25% 3010 2210 2615 TOTAL AMPS - 12 A COMPUTED PHASE LOAD 21815 18210 11830 0 I � - INDICATES CIRCUIT BREAKER LOCK ON DEVICE. CIRCUITS SHALL BE CONTROLLED BY (2) 6 POLE ELECTRICALLY HELD RELAYS SEE LI6HTIN6 CONTROL DIAGRAM THIS SHEET OSAME AS I, EXCEPT 2 POLE RELAY EXISTING LOCATION: SANE L 11 L 11 5U5 MAIN: I5OA G.B. 225 . G. BKRS.: SOLT ON TYPE MOUNTING: SURFACE VOLTA6E:I20 /208V -30 -4W MIN. 14,000A LOAD DESCRIPTION G. SKR GKT PHASE VA LOAD KT G. SKR P AMP NO A B G NO AMP P SIGN I 20 x460 2 20 1 (N) CASE LTS. SY5. #IA SIGN I 20 1000 20 I (N) CASE LTS. SY5. #28 1208 (1� CASE FANS - SYS. #IA I 20 12018 20 1 (N) CASE LTS. SY5 #2B (i.) CASE FANS - SYS. #25 1 20 9� 8 20 1 (N) CASE LTS. SY5 #2A (N) CASE WARM - SYS. #IA 1 20 1162 20 1 (N) CASE LTS. SY5. #202 10'10 10 (N) CASE FANS - SYS. #2A 1 20 I� 288 20 1 (N) CASE LTS. SY5. #2172 (N) CASE WARM -SYS. #2171 I 20 I� 140 50 1 ROLL -UP DOOR (1) CASE WARM - SYS. #2171 I 20 15 184 20 1 (N) CASE LTS.-SYS. # 2171 1288 (N) CASE WARM.-SYS. #202 1 20 1� 1093 20 1 (N) LT6. RELAY CABINET 200 18 (N) CASE WARM.-SYS. #2172 1 20 141 360 20 I (N) REEPT. - SALES 120 20 414 (N) COILS - PRODUCE COOLER 1 20. 2. 1000 20 I (N) RECEPT. - WRAPPER (N) AI PANEL #1 I 20 2� 500 20 1 SPARE (N) RECEPT. - OFFICE 1 20 2 - 540 20 1 SPARE 0 (N) RECEPT. - OFFICE I 20 2� 360 28 20 1 SPARE SPARE I 20 2� 1500 O 20 1 SPARE SPARE I 20 31 SPADE SPARE 1 20 3� SPACE SPARE 1 20 3� SPACE SPACE 3� 38 SPACE SPACE 3- 40 SPACE SPACE 41 42 SPACE TOTAL PHASE LOAD 8346 /686 8040 TOTAL CONNECTED LOAD - 31,187 W TOTAL PHASE L.G. LOAD X 25% 3010 2210 2615 TOTAL AMPS - 81 A COMPUTED PHASE LOAD 11356 11/6 10655 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. O CIUITS SHALL BE CONTROLLED BY 8 POLE ELECTALLY HELD RELAYS SEE LI6HTIN6 CONTROL DIAGRAM 71415 SHEET 1/8"151'-0" NO--011 RECEIVED MAR 312010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.corr HALLIS ENGINEERING INORPORATED COKSLTNO ELECTRICAL GONERS 540 WILSHIRE BLVD. SUITE 602 LOS ANGELES. GM 933-1069 E -mail: halIIs+halIIseng.com HE JOB No 09 -182 BY: L.F. CONSULTANT: U w 0 a. SCHEDULES 11 1 W z a DRAWING TITLE: REVISIONS: 0 3 -1 -I0 Q O A A 0 O A DATE JOB NO. 09293 SHEET NUMBER E-8. LOCATE IN OFFICE COORDINATE EXACT LOCATION IN/OWNER. (TYPICAL) TYPICAL RELAY RELAY 2 EC 1-- TIME CLOG '1 DAYTIME SWITCH W/RESERVE POWER TORK # 300E LI6HTIN6 CONTROL DIAGRAM N.T.S. L ELECTRICALLY RICALLY HELD RELAY WITH 20A RATED NORMALY OPEN CONTACTS. SEE PANEL. SGHED. FOR NUMBER OF POLE FOR EACH RELAY. OVERRIDE SWITCHES 2 -HOUR TIME SWITCH MARK TIME #10281 LABEL "LI614TIN6 SAl Strif OVERRIDE SWITCH" EXISTING LOCATION: ELECTRICAL ROOM F,�� E 1_ 11 I-4 A 1 1 BUS MAIN: LU65 ONLY 225A G. BKRS.: BOLT ON TYPE MOUNTING: FLUSH VOLTA6E:211/450V -30 -4W MIN. 14,000A LOAD DESCRIPTION G. SKR GKT PHASE VA LOADGKT G. SKR P AMP NO A B C NO AMP. P LI6HTIN6 ENTRANCE I 20 Z0� 20 1 (N) SALES AREA DOWN LTS. (N) EXTERIOR LTG. 1 20 2005 20 I (N) SALES AREA DOWN LTS. (N) EXTERIOR LTG. 1 20 5 6 20 1 (N) SALES AREA DOWN LTS. UNLOADING $ GROCERY WAREHOUSE 1 20 Z.i25 / 20 1 (N) CHECK STAND AREA LTS SPARE I 20 1155 I p 20 I (N) CHECK STAND AREA LTS SPARE I 20 I� 3025 14 20 1 (N) SALES AREA LTS SPARE I 20 1> 3025 14 20 I (N) SALES AREA LTS (1U LIGHTING 1 20 15 3005 I6 20 I (N) SALES AREA LT5 SPARE . 1 20 1- 3005 18 20 1 (N) SALES AREA LTS (E) ELGT. ROOM LT6 I 20 14t 110 �0 20 I . (N) MEAT PREP. LTS (N) OFFICES $ COOLER 1 20 2. 1735 22 20 I (N) SALES AREA PERIM. LTS (N) LI6HTIN6 1 20 25 I IWO ?00 22 20 I (N) EM/NL SPACE 2� 26 SPACE SPACE 2� 24 SPACE SPACE 2 - - SPACE 5PAGE ,_- / 70 3 45 KVA TR -R 32 SPACE . ,__- - ' — - (PANEL "LA ") SPACE ,_- 6 — TRASH COMPACTOR 3 40 3"i . 5820 20 3 ROLL -UP DOOR 140 38 - — 3� 5820 940 40 - _ 41 5820 / 940 42 TOTAL. PHASE LOAD 18805 15420 11215 TOTAL. CONNECTED LOAD - 51,855 W TOTAL PHASE L.G. LOAD X 25% 3010 2210 2615 TOTAL AMPS - 12 A COMPUTED PHASE LOAD 21815 18210 11830 0 I � - INDICATES CIRCUIT BREAKER LOCK ON DEVICE. CIRCUITS SHALL BE CONTROLLED BY (2) 6 POLE ELECTRICALLY HELD RELAYS SEE LI6HTIN6 CONTROL DIAGRAM THIS SHEET OSAME AS I, EXCEPT 2 POLE RELAY EXISTING LOCATION: SANE L 11 L 11 5U5 MAIN: I5OA G.B. 225 . G. BKRS.: SOLT ON TYPE MOUNTING: SURFACE VOLTA6E:I20 /208V -30 -4W MIN. 14,000A LOAD DESCRIPTION G. SKR GKT PHASE VA LOAD KT G. SKR P AMP NO A B G NO AMP P SIGN I 20 x460 2 20 1 (N) CASE LTS. SY5. #IA SIGN I 20 1000 20 I (N) CASE LTS. SY5. #28 1208 (1� CASE FANS - SYS. #IA I 20 12018 20 1 (N) CASE LTS. SY5 #2B (i.) CASE FANS - SYS. #25 1 20 9� 8 20 1 (N) CASE LTS. SY5 #2A (N) CASE WARM - SYS. #IA 1 20 1162 20 1 (N) CASE LTS. SY5. #202 10'10 10 (N) CASE FANS - SYS. #2A 1 20 I� 288 20 1 (N) CASE LTS. SY5. #2172 (N) CASE WARM -SYS. #2171 I 20 I� 140 50 1 ROLL -UP DOOR (1) CASE WARM - SYS. #2171 I 20 15 184 20 1 (N) CASE LTS.-SYS. # 2171 1288 (N) CASE WARM.-SYS. #202 1 20 1� 1093 20 1 (N) LT6. RELAY CABINET 200 18 (N) CASE WARM.-SYS. #2172 1 20 141 360 20 I (N) REEPT. - SALES 120 20 414 (N) COILS - PRODUCE COOLER 1 20. 2. 1000 20 I (N) RECEPT. - WRAPPER (N) AI PANEL #1 I 20 2� 500 20 1 SPARE (N) RECEPT. - OFFICE 1 20 2 - 540 20 1 SPARE 0 (N) RECEPT. - OFFICE I 20 2� 360 28 20 1 SPARE SPARE I 20 2� 1500 O 20 1 SPARE SPARE I 20 31 SPADE SPARE 1 20 3� SPACE SPARE 1 20 3� SPACE SPACE 3� 38 SPACE SPACE 3- 40 SPACE SPACE 41 42 SPACE TOTAL PHASE LOAD 8346 /686 8040 TOTAL CONNECTED LOAD - 31,187 W TOTAL PHASE L.G. LOAD X 25% 3010 2210 2615 TOTAL AMPS - 81 A COMPUTED PHASE LOAD 11356 11/6 10655 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. O CIUITS SHALL BE CONTROLLED BY 8 POLE ELECTALLY HELD RELAYS SEE LI6HTIN6 CONTROL DIAGRAM 71415 SHEET 1/8"151'-0" NO--011 RECEIVED MAR 312010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.corr HALLIS ENGINEERING INORPORATED COKSLTNO ELECTRICAL GONERS 540 WILSHIRE BLVD. SUITE 602 LOS ANGELES. GM 933-1069 E -mail: halIIs+halIIseng.com HE JOB No 09 -182 BY: L.F. CONSULTANT: U w 0 a. SCHEDULES 11 1 W z a DRAWING TITLE: REVISIONS: 0 3 -1 -I0 Q O A A 0 O A DATE JOB NO. 09293 SHEET NUMBER E-8. � - INDICATES CIRCUIT BREAKER LOCK ON DEVICE. CIRCUITS SHALL BE CONTROLLED BY (2) 6 POLE ELECTRICALLY HELD RELAYS SEE LI6HTIN6 CONTROL DIAGRAM THIS SHEET OSAME AS I, EXCEPT 2 POLE RELAY EXISTING LOCATION: SANE L 11 L 11 5U5 MAIN: I5OA G.B. 225 . G. BKRS.: SOLT ON TYPE MOUNTING: SURFACE VOLTA6E:I20 /208V -30 -4W MIN. 14,000A LOAD DESCRIPTION G. SKR GKT PHASE VA LOAD KT G. SKR P AMP NO A B G NO AMP P SIGN I 20 x460 2 20 1 (N) CASE LTS. SY5. #IA SIGN I 20 1000 20 I (N) CASE LTS. SY5. #28 1208 (1� CASE FANS - SYS. #IA I 20 12018 20 1 (N) CASE LTS. SY5 #2B (i.) CASE FANS - SYS. #25 1 20 9� 8 20 1 (N) CASE LTS. SY5 #2A (N) CASE WARM - SYS. #IA 1 20 1162 20 1 (N) CASE LTS. SY5. #202 10'10 10 (N) CASE FANS - SYS. #2A 1 20 I� 288 20 1 (N) CASE LTS. SY5. #2172 (N) CASE WARM -SYS. #2171 I 20 I� 140 50 1 ROLL -UP DOOR (1) CASE WARM - SYS. #2171 I 20 15 184 20 1 (N) CASE LTS.-SYS. # 2171 1288 (N) CASE WARM.-SYS. #202 1 20 1� 1093 20 1 (N) LT6. RELAY CABINET 200 18 (N) CASE WARM.-SYS. #2172 1 20 141 360 20 I (N) REEPT. - SALES 120 20 414 (N) COILS - PRODUCE COOLER 1 20. 2. 1000 20 I (N) RECEPT. - WRAPPER (N) AI PANEL #1 I 20 2� 500 20 1 SPARE (N) RECEPT. - OFFICE 1 20 2 - 540 20 1 SPARE 0 (N) RECEPT. - OFFICE I 20 2� 360 28 20 1 SPARE SPARE I 20 2� 1500 O 20 1 SPARE SPARE I 20 31 SPADE SPARE 1 20 3� SPACE SPARE 1 20 3� SPACE SPACE 3� 38 SPACE SPACE 3- 40 SPACE SPACE 41 42 SPACE TOTAL PHASE LOAD 8346 /686 8040 TOTAL CONNECTED LOAD - 31,187 W TOTAL PHASE L.G. LOAD X 25% 3010 2210 2615 TOTAL AMPS - 81 A COMPUTED PHASE LOAD 11356 11/6 10655 CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. O CIUITS SHALL BE CONTROLLED BY 8 POLE ELECTALLY HELD RELAYS SEE LI6HTIN6 CONTROL DIAGRAM 71415 SHEET 1/8"151'-0" NO--011 RECEIVED MAR 312010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.corr HALLIS ENGINEERING INORPORATED COKSLTNO ELECTRICAL GONERS 540 WILSHIRE BLVD. SUITE 602 LOS ANGELES. GM 933-1069 E -mail: halIIs+halIIseng.com HE JOB No 09 -182 BY: L.F. CONSULTANT: U w 0 a. SCHEDULES 11 1 W z a DRAWING TITLE: REVISIONS: 0 3 -1 -I0 Q O A A 0 O A DATE JOB NO. 09293 SHEET NUMBER E-8. CIE NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. O CIUITS SHALL BE CONTROLLED BY 8 POLE ELECTALLY HELD RELAYS SEE LI6HTIN6 CONTROL DIAGRAM 71415 SHEET 1/8"151'-0" NO--011 RECEIVED MAR 312010 PERMIT CENTER SEPARATE PERMIT AND APPROVAL REQUIRED ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 NflDEI RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.corr HALLIS ENGINEERING INORPORATED COKSLTNO ELECTRICAL GONERS 540 WILSHIRE BLVD. SUITE 602 LOS ANGELES. GM 933-1069 E -mail: halIIs+halIIseng.com HE JOB No 09 -182 BY: L.F. CONSULTANT: U w 0 a. SCHEDULES 11 1 W z a DRAWING TITLE: REVISIONS: 0 3 -1 -I0 Q O A A 0 O A DATE JOB NO. 09293 SHEET NUMBER E-8. LONG RADIUS ELBOW AIR FLOW 45' L = 0.25 x W 3" MIN. L BRANCH DUCT RETURN TAP ACCESS DOOR 3" MAX. DOUBLE THICKNESS VANES SQUARE ELBOW BRANCH DUCT AIR FLOW A45* L = 0.25 x W 3" MIN. SUPPLY TAP DUCTWORK DETAIL SCALE: NONE SUPPORT FROM STRUCTURE .* MAX 4' -0 O.C. APPROVED CLASS 0 OR CLASS 1 FLEXIBLE' DUCT, DIAMETER EQUAL TO DIFFUSER NECK SIZE (MAX. LENGTH 4' -0 ") SECURE WITH WORM DRIVE METAL CLAMP (TYPICAL) TYPICAL CEILING DIFFUSER 11/2" MIN. , 26 GA (RIGID DUCT WHERE BRACH DUCT EXTENDS 1' -0" AND LONGER LAY - IN CEILING BRANCH DUCT SPIN IN FITTING WITH HAND DAMPER AND LOCKING QUADRANT DIAGONAL WIRING BRACING SECURE TO STRUCTURE TYP. DIFFUSER CONNECTION DETAIL SCALE: NONE LEGEND : 0 e 0 0 e 0 0 m • ACCESS HOLE 1/4" (6mm) DIA. ALL THREADED RODS. ACCESS COVER - 16 GAUGE INSULATION PINS - WELDED FIRST LAYER THERMAL CERAMIC DUCT WRAP 16A CUT SAME SIZE AS COVER. SECOND /THIRD LAYER THERMAL CERAMIC DUCT WRAP 15A WITH 1 (25mm) OVER LAP ON ALL SIDES. SPEED CUPS ALUMINUN TAPE COVERING ALL EXPOSED EDGES SPOOL PIECES FOR THREADED RODS. 1/4" (6mm) DIA. WING NUTS. GREASE TIGHT GASKET RATED FOR 15007 NOTE: FIREMASTER FASTWARP XL MUST BE INSTALLED PER ALL SPECIFEC REQUIRMENTS OF THE PRODUCT USTING AND IN COMPUCE WITH ERS -2213 FIGURE 2 AND ALL OTHER TERMAL CERAMICS PRODUCT DATA & INTALLATION GUIDE. THERMAL CERAMICS FIRE WRAP ACCESS DOOR DETAIL SCALE: NONE SUPPLY FAN 10' -0' MIN. EXHAUST TERMINATION - 10' -0" MIN. FROM ' ADJACENT BUILDINGr4DJACENT PROPERTY LINE, AIR INTAKES AND 10' -0' ABOVE T . ' ADJOINING GRADE LEVEL UL LISTED EXHAUST FAN WITH HINGED BASE, SET WITH DISCHARGE 40 INCH MNIMUM ABOVE ROOF LINE PR• OTEC ON OUTDOOR DUCts AGAINST TYPICAL CEILING DIFFUSER MIN. CLEARANCE OF 18' EETUEEN THE TYPE ONE HOOD AND ANY COMBUSTIBLE MATERIAL TYPICAL N ALL DIRECTIONS UNLESS NO4ABSORBENT AND NONCOMEUSTABLE MATERIAL IS INSTALLED COMPLY WITH ALL REQUIREMENTS OF 2006 UMC. NOTE: 15% OF TOTAL MAKE -UP AIR WILL DIRECTLY SUPPLY TO THE HOOD AND 23% WILL SUPPLY TO THE KITCHEN AREA AND TOTAL MAKE -UP AIR 18 EQUAL. TO EXHAUST AIR FROM 1400P. RRl1S�S�S(RRRRRRRRR TRANSITIONING VENTILATED BASE FROM CURB TO FAN 2x10 CONSTRUCTION, FOUR WAY LEVEL CURB BY GENERAL CONT'R. -16 GAUGE STEEL ALL: WELDED LIQUID TIGHT CONSTRUCTION GREASE EXHAUST GREASE DUCT WRAPED WITH APPROVED FIREMASTER FASTW?AP.1 -1/2' THICKNESS SH• ALL t MOORS INDUCTS H INGED SEE DETAIL 3 ON SHEET M -1 MAKE UP AIR RISER WITH VOLUME DAMPER STAINLESS STEEL PERFORATED PANEL COOKING aJIPPMENT UL LISTED GREASE FILTERS SEE 48' MAX. 33' MN. DISTANCE #1P-4\_6 FOR SIZE AND QUANTITY BETWEEN COOKING SURFACE AND THE BOTTOM OF THE HOOD ' MINIMUM OVERHANG BEYOND THE COOKING SURFACE ALL DIRECTIONS TYPICAL HOOD DETAIL SCALE: NONE NOTE: SHUNT ACROSS COMMON AND FM TERMINAL TO ENSURE CONSTANT FAN OPERATION DURING TIME CLOCK 'ON' TIMES N ORDER TO DEACTIVATE 'AUTO' FAN MODE ON THERMOSTAT UL APPROVED SMOKE DETECTOR RETURN AIR DUCT WITH ACCESS. THERMOSTAT ON -OFF, 2 STAGE HEAT, 2 STAGE COOL, AUTO CHANGEOVER WITH SUBBASE AND COVER (PROGRAMMABLE) W/ BUILT -IN TIME CLOCK SEE SCHEDULE FOR VOLTAGE 00000@®@ ®®®O®@®€ 2 1 DISCONNECT SWITCH. FACTORY SUPPLIED ECONOMIZER. AIR CONDITIONING UNIT. LOW VOLTAGE (TYP) OWIRING ®CONPUIT CONTROL DIAGRAM SCALE: NONE UNIT INSTALLATION DETAIL SCALE: NONE GASKET NAILING STRIP, FACTORY SUPPLIED PRE -FAB ROOF CURB BY MECH. CONT. RIGID INSULATION OR PLYWOOD FILLER BY MECH. CONT. ROOF LINE MIN. 4" HIGH LEVEL PLATFORM BY GENERAL CONT. AIR CONDITIONING UNIT BOLT (TYP) SHEET METAL STRAP COUNTER FLASHING PROVIDED BY MECHANICAL CONT. ROOF FELT 8Y GENERAL CONT. PLYWOOD CANT BY GENERAL CONT. BUILT UP ROOFING AC UNITS PRE -FAB ROOF CURB AC UNITS TO BE ANCHORED TO THE CURB AND PLATFORM AS SHOWN ROOF MOUNTED CURB DETAIL SCALE: NONE DUCT MAY BE LINED, SEE PALN FOR SIZE 4 LINING WHERE REQUIRED SET COUNTER- FLASHING ASHING IN BEAD OF CAULKING 4 LAG TO CURB ROOF DECK TYPICAL ROOF OPENING, 1" LARGER THAN DUCT SIZE. POCKET LOCK SEAL W/MASTIC 2x6 CURB -CUT TO SLOPE OF ROOF- TOP FLAT. 25 "x2.5" CANT STRIP FLASH UP 4 COVER CURB W/ROOFNG DUCT THRU ROOF DETAIL SCALE: NONE GENERAL NOTES 1) THE MECHANICAL CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR, EQUIPMENT, APPURTENANCES, AND ALL CONTRACTUAL EXPENSES REQUIRED FOR THE COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM TO THE SATISFACTION OF THE OWNER, ARCHITECT AND MECHANICAL ENGINEER 2) THE INSTALLATION SHALL COMPLY WITH 4 BE INSTALLED IN ACCORDANCE WIN ALL LEGALLY CONSTITUTED AUTHORITIES 4 CODES HAVING JURISDICTION. ALSO ALL THE REQUIREMENTS OF LANDLORD. 3) THE MECHANICAL CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, APPARATUS, ACCESSORIES (I.E., THE ENTIRE INSTALLATION) AS FURNISHED BY HIM FOR A PERIOD OF ONE YEAR 4) THE MECHANICAL CONTRACTOR SHALL OBTAIN 4 PAY FOR ALL PERMITS, LICENSES 4 INSPECTIONS REQUIRED TO COMPLETE THI6 JOB. 5) COORDINATE THE SIZE, LOCATION, a SERVICE REQUIREMENTS OF ALL MECHANICAL EQUIPMENT 4 DUCTWORK WITH THE GENERAL, PLUMBING, ELEC.CONTROL, 4 FIRE PROTECTION CONTRACTOR PRIOR TO NE START OF CONSTRUCTION. REPORT ALL UNRESOLVED CONFLICTS TO THE ARCHITECT. 6) COORDINATE THE LOCATION OF ALL CEILING DIFFUSER, REGISTER, GRILLES 4 ETC. WITH THE ARC14ITECTURAL REFLECTED CEILING PLAN. 1) ALL SHEET METAL DUCTWORK SHALL BE NEW GALVANIZED SHEET METAL DUCT GAUGES, CONSTRUCTION SUPPORT, AND INSTALLATION SHALL BE IN ACCORDANCE WITH NE 2001 CMC (604) ALSO REFER TO DETAIL 1 ON SHEET M -1 AND SMACNA. 8) ALL INSTALLATIONS MUST COMPLY WITH THE MANUFACTURER REQUIREMENTS INCLUDING NE OPERATION AND SERVICE CLEARANCE, PIPING, WIRING, ADJUSTMENTS AND ETC. 9) ALL TRANSVERSE JOINTS IN SUPPLY. AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER 10) FLEXIBLE CONNECTIONS SHALL BE PROVIDED FOR ALL DUCTWORK ATTACHED TO AIR MOVING EQUIPMENT MOUNTED ON OR SUSPENDED FROM VIBRATION ISOLATORS. FLEXIBLE CONNECTIONS SHALL BE CODE APPROVED NEOPRENE COATED GLASS TYPE FABRIC. 11) DUCT INSULATION: PROVIDE WRAP INSULATION ON ALL NEW SUPPLY AND RETURN AIR DUCTS ABOVE FINISHED CEILING PER CMC 2001 TABLE 6 -6 B, 2006 INTERNATIONAL MECHANICAL CODE/ L SMACNA 4 WA STATE AMENDMENTS / 2006 WA STATE ENERGY CODE. 12) THE ELECTRICAL AND PLUMBING CONTRACTORS SHALL PROVIDE FLEXIBLE CONNECTIONS AT ALL MECHANICAL EQUIPMENT MOUNTED ON VIBRATION ISOLATORS AND OR SUSPENDED FROM VIBRATION HANGERS. 13) PROVIDE TURNING VANES AT ALL 90' ELBOWS FOR SUPPLY AND RETURN DUCTS. CONTRACTOR TO PAY SPECIAL ATTENTION TO WORKMANSHIP AND FABRICATION OF AIR DISTRIBUTION SYSTEM FOR MINIMUM STATIC PRESSURE. 14) PROVIDE ALL FIRE AND SMOKE DAMPERS AS REQUIRED BY LEGALLY CONSTITUTED AUTHORITIES AND CODES 0 WAVING JURISDICTION. COMPLIANCE WITH SECTION 6063. SMOKE DETECTORS REQUIRED BY THIS SECTION SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 12. ACCESS TO BE PROVIDED FOR INSPECTION AND MAINTANENCE. SECTION 606A. UPON ACTIVATION THE SMOKE DETECTORS SI4ALL SHUT DOWN ALL OPERATIONAL CAPABILITIES GF THE AIR DISTRIBUTION SYSTEM. SECTION 606.4.1. THE DUCT SMOKE DETECTORS SHALL BE CONNECTED TO A FIRE ALARM SYSTEM. 15) PAINT PLENUM BEHIND EACH GRILLE OR REGISTER WITH FLAT BLACK PAINT. 16) BALANCE AND ADJUST ALL DIFFUSERS, REGISTERS, ETC. FOR OPTIMUM AIR DISTRIBUTION AND MINIMUM NOISE. SUBMIT A CERTIFIED AIR BALANCE REPORT TO THE MECHANICAL ENGINEER FOR APPROVAL. BALANCING OF TO THE SYSTEMS SHALL 5E PERFORMED BY AN INDEPENDENT TEST AND BALANCING AGENCY WHICH SPECIALIZES IN THE BALANCING AND TESTING OF HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS. ALSO PROVIDE COPY OF THE TESTING AND BALANCING REPORT TO THE CITY OF TUKWILA BUILDING INSPECTOR PRIOR TO FINAL INSPECTION. ONLY A QUALIFIED NEBB OR AABC BALANCING AGENCY MUST PERFORME THIS WORK 11) AS -BUILT RECORD PRINTS MUST BE PROVIDED PRIOR TO J08 COMPLETION. 18) FLEXIBLE DUCT SHALL BE THER'1AFLEX TYPE MKE, CLASS I, WITH 1" EXTERNAL INSULATION. MAX. LENGTH TO DIFFUSER 4' -0 ". NO FLEX. DUCT IN OPEN CEILING AREA, REFER TO DETAIL 2 ON SHEET M -1. 19) ALL DUCT WORK SHALL BE AS CLOSE TO WALLS 4 ROOF DECK AS POSSIBLE 20) PROVIDE ALL TRANSITIONS AS REQUIRED. FROM MAIN DUCT OR BRANCHES TO DIFFUSERS OR REGISTERS OR GRILLES. PROVIDE MANUAL VOLUME DAMPERS AT ALL BRANCHES TO EACH DIFFUSER NEAR MAIN TRUNK WITH ACCESS. REFER TO DETAIL 2 ON SHEET M -1. 21) THE MECHANICAL CONTRACTOR SHALL REVIEW ALL OTHER DRAWINGS (ARCHITECTURAL PLUMBING AND ELECTRICAL) AND SPECIFICATIONS CONTAINED IN THE CONSTRUCTION DOCUMENTS FOR ITEMS TO 5E INCLUDED IN HIS WORK WHICH MAY NOT BE SPECIFICALLY SHOWN HERE ON THE MECHANICAL DRAWINGS. UNDER NO CIRCUMSTANCES SHALL ADITIONAL COMPENSATION BE DUE THE MECHANICAL CONTRACTOR FOR WORK SHOWN IN OTHER LOCATIONS OF THE CONSTRUCTION DOCUMENTS WHICH WAS NOT SUBMITTED WITH THE ORIGINAL BID. 0 22) HORIZONTAL DUCT SUPPORTING MEANS AND SPACING PER 2006 INTERNATIONAL MECHANICAL CODE/ SMACNA. EXHAUST FAN SCHEDULE SYMBOL MAKE & MODEL NO. CFM S.P. RPM HP VOLTAGE /PH AREA SERVED ROOF OPENING WEIGHT NOTES M CAPTIVE AIRE NCA14FA 1,300 0.9" 1,066 1/2 208V, 3 PH HOOD # 1 20 "x20" 140 LBS. 2,625 0 (5) RANGES, (1) OVEN 1 CAPTIVE AIRE NCAI6FA 3,500 1.0" 1,170 1.5 208V, 3 PH HOOD # 2 24 "x24" 190 LBS. 16 "x16" © 0 O CAPTIVE AIRE NCA16FA 3,600 1.0" 1,191 1.5 208V, 3 PH HOOD # 3 24 "x24" 190 LBS. - © 9' -0" W CAPTIVE AIRE NCA14FA 1,300 0.9" 1,066 1/2 115V, 1 PH HOOD # 4 . 20 "x20" 140 LBS. 450 © 0.109 r GREENHECK GB- 300 -LMDX 7,100 1.0" 800 3 208V, 3 PH SALES AREA 32.5 "x32.5" 160 0.4 v 29.8 W GREENHECK SP- B110 -QD 110 .25" 950 1/12 120V, 1 PH VALERIO'S TOILET 6" DIA. 30 LBS. 67 w 160 GREENHECK GB -071 400 0.5" 1,247 1/4 120V, 1 PH MARKET TOILET 14.5 "x14.5" vYORK v 1.5 W GREENHECK CSP -B150 148 .25" 1,050 1/8 120V, 1 PH OFFICE 7" DIA. 4HK6500206 125 LBS. 0 (I) W GREENHECK SP- B110 -QD 110 .25" 950 1/12 120V, 1 PH PHARMACY TOILET 6" DIA. 30 LBS. 2.5 Q 125 LBS. CAPTIVE AIRE NCA10FA 1,350 0.5" 1,112 0.333 120V, 1 PH HOOD # 5 16 "x16" 120 LBS. le GREENHECK CUBE- 098 -4G -QD 450 0.5" 1,500 1/4 120V, 1 PH HOOD # 6 14.5 "x14.5" 75 LBS. 11 ® CONTROL W/ 120V INLINE THERMOSTAT GOOSENECK 19 GA SHT. METAL 1/2" MESH NO.16 GA GALV. 5IRD SCREEN 114 REMOVABLE FRAME. DOUBLE THICK 6 BASE LAG MAX SCREWS W/ WASHER TO BASE 6" ON CENTER NAIL COLLAR ON6 "O.C. 4 MASTIC. 8 x 12 DUCT, SEE PLAN FOR CONSTRUCTION TUR•NG VANES 1" x 1" SHT. METAL ANGLE SOLDER TO BOTTOM OF GOOSENECK RIVET FLASHING COLLAR TO GOOSENECK 4 CONTINOUS SOLDER ROOF SPLIT FLASHING COLLAR 20 GA. G.I. RIVET 4 M SOLDER GOOSE NECK DETAIL SCALE: NONE MECHANICAL LEGEND AND ABBREVIATION 0 0 (L) DL. VL. SA RA EXI-1 EF CONT CFM ABV BDD CLG- OPN'G POC LL. TV. U/C SD. FC. TG. MUA. UTR DIA. 11 NEW DUCTWORK W/ SIZE INDICATED EXISTING DUCTWORK TO REMAIN EQUIPMENT ON ROOF 51-OUN ON PLAN FLEXIBLE DUCT . SECTION THRU RECTANGULAR SUPPLY DUCT. SECTION THRU RECTANGULAR RETURN DUCT. SECTION THRU RECTANGULAR EXHAUST DUCT. SUPPLY DIFFUSER (SID.), ( ARROW SHOWS DIRECTION OF FLOW). RETURN GRILLE (RCS.), OR RETURN REGISTER (RR) MANUAL VOLUME DAMPER (M.V.D.) SMOKE/FIRE DAMPER (S.F.D.), SMOKE DAMPER ACOUSTICALLY LINED DUCT, SIZE IS NET OPENING. DIRECTION OF MIN. 1/4" PER FOOT SLOPE OF GREASE DUCT THERMOSTAT - INSTALL 4' ABOVE FINISH FLOOR SENSOR BY MECH. CONTRACTOR BY ELEC. CONTRACTOR LINED DUCT DOOR LOUVER VERIFY LOCATION AT FIELD SUPPLY AIR RETURN AIR EXHAUST EXHAUST FAN , CONTINUATION CUBIC FEET PER MINUTE ABOVE BACK DRAFT DAMPER CEILING OPENING POINT OF CONNECTION LANDLORD TUNING VANES . MINIMUM 1" DOOR UNDERCUT SMOKE DETECTOR FLEXIBLE CONNECTION TRANSFER GRILLE MAKE UP AIR UP THROUGH ROOF DIAMETER . M IN INUM 1" UNDER CUT 16X16" DOOR LOUVER SUPPLY FAN SCHEDULE SYMBOL MAKE & MODEL NO. CFM S.P. RPM HP VOLTAGE /PH AREA SERVED ROOF OPENING WEIGHT NOTES 0 CAPTIVE AIRE NSAU1 -G10 1 ' 105 0.5" 697 0.333 115V, 1 PH HOOD # 1 23 "x23" 184 LBS. 2,625 0 (5) RANGES, (1) OVEN 0 CAPTIVE AIRE NSAU2 -G12 12 2,625 0.5" 663 0.750 208V, 3 PH HOOD # 2 32.5 "x32.5" 275 LBS. 16 "x16" VW 0 O CAPTIVE AIRE NSAU2 -G12 12 700 ' 0.5" 669 0.750 208V, 3 PH HOOD # 3 32.5 "x32.5" 275 LBS. - © 9' -0" 0 CAPTIVE AIRE NSAU1 -G10 1,105 0.5" 697 0.333 115V, 1 PH HOOD 4 # 23 "x23" 184 LBS. 450 0 0.109 HOOD SCHEDULE SYMBOL LENGTH EXHAUST CFM MAKE UP CFM S.P. APPLIANCE UNDER HOOD EXHAUST DUCT MAKE & MODEL EFF -6" 1,300 1,105 0.370 (3) RANGES 12 "x10" 4824-ND-2-CAPTIVE IRE v6' 332 83% 15' -6" 3,500 2,625 0.454 (5) RANGES, (1) OVEN 16 "x16" CAPTIVE AIRE 5424 -ND -2 -PSP -F © - - 12' -8" 3,600 2,700 0.525 (3) FRYER, (2) GRIDDLE, (1) RICE COOKER 16 "x16" CAPTIVE AIRE 4824 -ND -2 -PSP -F 0 80 67 -6" 1,300 1,105 0.370 (3) FRYER 10 "x12" 4824-ND-2-CAPTIVE IRE w6' - © 9' -0" 1,350 0 0.109 (1) OVEN - " " 14 x8 CAPTIVE AIRE 4224 -VHB -G 0 0.4 230V./1 3 -0 " 450 0 0.109 (1) STEAMER 12 "x12" E36"36"x24" HOOD w YORK AHP48D NOTES: EACH HOOP AND RELATED EXHAUST FANS AND MAKE -UP AIR WITS ARE ELECTRICALLY I1OCKED. EACH HOOD I8 EQUIPE) WITH AN APPROVED ANSUL FIRE PROTECTION SYSTEM THAT WILL TURN OFF THE GAS VALVE TO ALL THE COOKING EQUIPMENT UNDER THE HOOD AND ENERGIZE THE ANSUL SYSTEM AT SAME TIME UNIT HEATER SCHEDULE MARK (ACE#) MANUFACTURER MODEL HEATING ELECTRICAL TYPE INPUT (MBH) OUTPUT (MBH) EFF VOLTS/PH HP REMARKS "F db REZNOR UDAP -400 NG 400 332 83% 120/1 1/2 FIELD ADJUSTED FOR OPERATIONS AT SITE ELEVATION. 120/24 VOLT CONTROLS. © 15,000 1,500 AIR CONDITIONING AND FAN COIL SCHEDULE I.D. TAG MANUFACTURER MODEL NO. NOMINAL TONNAGE COIL EAT AIR OW (CFl"I O.A. (CFM) EXTS (1141..11.1C.) VOLTS PH UNIT TOTAL HEATING WEIGHT REMARKS "F db 'F wb MCA FUSE CAPACITY (KW) MODEL 4 EXISTING TRANS SFHC -C304 30 80 67 15,000 1,500 2.0 460V./3 - - - - - EXISTING UNIT FLA = 75 W 34000 EXISTING TRANS SFHC -C304 30 80 67 15,000 1,500 2.0 460V./3 - - - - - EXISTING UNIT FLA = 75 U © YORK AHP36C 3 80 67 1,200 120 0.4 230V./1 29.5 30 4.8 4HK6500506 159 LBS. 2 v © YORK AHP48D 4 80 67 1,600 160 0.4 230V./1 29.8 30 4.8 4HK6500506 179 LBS. 2 24000 20000 AHP48D 4 80 67 1,600 160 0.4 230V./1 29.8 30 4.8 4HK6501006 179 LBS. vYORK YORK AHP18B 1.5 80 67 600 50 0.4 230V./1 15.4 20 2.5 4HK6500206 125 LBS. (I) UYORK AHP18B 1.5 80 67 600 50 0.4 230V./1 15.4 20 2.5 4HK6500206 125 LBS. SPLIT SYSTEM HEAT -PUMP SCHEDULE UNIT MMBER M' 1 NOMINAL CAPACITY (TON) COOLING CAPACITY STUN HEATING CAPACITY BMW ELECTRICAL DATA TOTAL NOTES VOLT. PH. 141 MCA M10CP SEER FLA An YORK / THG036 3 36,000 28000 208 3 60 as 20 13 10.6 220 LOCATED ON ROOF ON STRUCTURAL METER W e YORK / THGD48 4 48000 34000 205 3 60 63 B 13 125 250 LOCATED ON ROOF ON STRUCTURAL MEMBER v ArI YORK / 114GD48 4 48,000. 34,000 208 3 60 12 B L3 125 250 LOCATED ON ROOF ON STRUCTURAL MEMBER W AM YORK / YZ60241I 2 24000 20000 208 I 60 I88 14 152 250 LOCATED ON ROCF ON STRUCTURAL MEMBER W Ark YORK / YZ802411 2 24000 20000 208 1 60 le6 14 52 250 LOCATED ON ROOF ON STRUCTURAL MEMBER W li(vo 0) RECEIVED MAR 312010 PE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBUSHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. S NHOEL RETAIL Nadel Retail Architects, LLP 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com o0'ile3 30/21/2010 CONSULTANT: oz z� O W z m5 -z Uw z o7 =• w w� • cn 6652 Vickiview Drive, West Hills, CA. 91307 Phone: 818- 348 -1556 E • U TD co cn CO ▪ CO 1- W CC DRAWING TITLE: W 0 z z Q ♦ -J REVISIONS: 1Q 03-01 -2010 Q 2Q 03 -24 -2010 Q A 0 0 0 L 0 L O 12.1709 JOB NO. 09293 SHEET NUMBER -00 M -1 - 1� I.1111_ liV!I4I1 , ll l` �lL \��y \o *MIA 0&-.0 'r1�C•A:w.w..._Q�_�:Q.:�.'1 �:w- wP..:._.:�. �. -. -�.4 a!6. ��_A:�7�w.:.:..':.:...:�7 ��i11- � J ■■■iIIm t! .�. •IIat'i4:14 !I*rA ' 11 �° /'III f ���'� ►..I �� _ 6I_ �� 3�� ■�1'll ■I■nEvim■1'll■ ■� ___ IY�iL!.LL ItI�. �L�■ t ! ���al I 1__ ;;��w IBCC ►._ &= ►.I��iN rI ■tggiiim✓4I 10 "x10" DUCT UP TO ROOF TO GOOSE NECK COVER OPENING WITH 1/2" GALVANIZED STEEL WIRE MESH. Ho I�___.,,.`_:.;�. III• / /i��. 4���► . � -..�z� ��������.��`� w\I �... ��� _ . �� i._ � w♦ � ice,_ .w\ RG -2 440 CFM HO Alkk ■ A 4A.A A II 2" DUCT UP TO F TO GOOSE NECK OPENING WITH ALVANIZED STEEL WIRE MESH. !ANON A Ii/4�s� NEI 1� ■&• rertemnr ■ ■��II \� ����i:���•i����- - - -�1•• • 111111 ANNE Elm"— i ► i i R i m • mmmu�lm V A , ; Div �� � es�:ea:e:�`,a�, r /il,1 II • , I- �� I NM 1:_11_''_•1MA I■, ■ ■/e_I I I InTLM —O .m :11•- •, II --- ,' ° Cii�► I�� ���Irr� TeAel li msi. came ■■■■sue ■■__i11 lif1Do1' mi T N rairramilimememmi 1=11 MECHANICAL FLOOR PLAN 14"x14" 12"x14" o-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. B.D. SUBMITTAL: 00 -00 -00 RECEIVED MAR 312010 PERMIT CENTER NORTH NHOEL RETHIL Nadel Retail Architects, LLP 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com CONSULTANT: M O) 6. • Z',= w _ w 5 Z m5 aia E J sn �- o Q w O F clo p O Q >_ CD U w o" o co W C o .. o a. u. DRAWING TITLE: REVISIONS: 1Q 03-01 -2010 2Q 03 -24 -2010 DATE JOB NO. 12.17.09 09293 SHEET NUMBER B.D. SUBMITTAL: 00 -00 -00 -00 M•2 F.8 AUL �-V 1 ►�r EF V 0 0 0 0 0 0 0 HP I • I t---J 10 "x10" DUCT UP TO ROOF TO GOOSE NECK COVER OPENING WITH 1/2" GALVANIZED STEEL WIRE MESH. 3' -5" 0 0 0 0 MECHANICAL ROOF 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. 0 0 6 "0 DUCT TO ROOF FROM EF -9 12 "x12" DUCT UP TO ROOF TO GOOSE NECK COVER OPENING WITH 1/2" GALVANIZED STEEL WIRE MESH. • HORIZ TYPE AIR 1 FANS 10, -0 6" TOILET ROOF JACK NTAL DISTANCE BETWEEN HOOD EXHAUST FANS AND AKE HOOD OF SUPPLY UST NOT BE LESS TI-AN AS SHOWN. EF RECEIVED MAR 312010 PERMIT CENTER NORTH NflDEI RETAIL Nadel Retail Architects, LLP 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com EXPIRIEB 33/21/2010 CONSULTANT: co in r 00 9 -4- Oo OD 00 ro t 0. LL tomlassoc@aol.com W 0 a DRAWING TITLE: REVISIONS: Q03-01 -2010 2Q 03 -24 -2010 DATE 1247.09 JOB NO. SHEET NUMBER 09293 M -3 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 2006 IMC /SMACNA & WA STATE AMENDMENTS ACCESS PANELS IN GREASE EXHAUST DUCTS ARE TO BE A MINIMUM OF 16" HIGH BY 24" WIDE AND LOCATED AT A MINIMUM DISTANCE OF NO LESS THAN 11/2" FROM THE BOTTOM OF THE DUCT. IF THE SIZE OF THE DUCT IS NOT LARGE ENOUGH TO ACCOMMODATE A PANEL 16x24 THE HEIGHT OF THE PANEL MAY VARY BY THE HEIGHT OF THE DUCT MINUS 2" BUT THE WIDTH OF THE PANEL SHOULD NOT BE COMPROMISED. FURTHER THE ACCESS DOORS IN THE SHAFT SHOULD BE 12" LARGER THAN THE DUCT ACCESS PANELS IN THE DIR- ECTION THE DUCT WILL BE CLEANED, TO ALLOW FOR ANGULAR ACCESS INTO THE DUCT. THE SELF CLOSING SHAFT DOORS MUST BE LOCATED SYMMETRICALLY ABOUT THE DUCT ACCESS PANEL, AND THEY MUST HAVE ROOM BETWEEN THE SHAFT AND ANY INTERFERANCES SUCH AS PIPES, CONDUITS, HANGERS, OTHER DUCTS OR BUILDING STRUCTURE, TO ENABLE THE DOORS TO SWING INTO A FULLY OPEN POSITION 6 °0 DUCT UP TO ROOF JACK NHOEL RETHIL Nadel Retail Architects, LLP 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com AN APPROVED FIRE EXTINGUISHING SYSTEM 81-ALL BE PROVIDED FOR THE PROTECTION OF ALL COMMERCIAL GREASE HOODS AND DUCTS. ALL FIRE EXTINGUISHING SYSTEMS SHALL BE IN- TERCONNECTED TO THE FUEL OR CUR- RENT SUPPLY W THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL THE EQUIPMENT WHEN TI-IE FIRE EXTINGUISHING SYSTEM IS ACTIVATED, IN COMPLIANCE WITH 2001 WASHINGTON MECHANICAL CODE. THE COMPENSATING AIR QUANTITY IS BASED ON 80% OF THE EXHAUST CFM THE REMAINING 20% IS INTRODUCED Q TO THE AREA THRU THE A/C SYSTEM. WHEN TYPE I HOOD FIRE EXTINGUISHER SYSTEM DISCHARGES, MAKE UP AIR SUPPLIED INTERNALLY TO A HOOP SHALL BE SHUT OFF. THE CITY OF TUKUJILA WILL CONDUCT AN INSPECTION AND TEST TO INSURE SHUT DOWN OF MAKE UP AIR 4Ars1*■ /la Ak4 AMMO Mr= Alaughlsir lil _ 1111 p v „ 11 I 18" MTN „MAIM dal �:!ll 11 1111 1111 Illliiiii ll1 r�,�i:� \\I1 pme17.. 11�m - \ 6" 8"� MAKE UP AIR SHALL BE IN COMPLIANCE WITH SECTION 5081 4 508.1.1 OF THE 2006 IMC. SECTION 5063.12. MAKE UP AIR DUCTS CONNECTING TO OR WITHIN 18 INCHES OF A TYPE I HOOD SHALL BE CONSTRUCTED 4 INSTALLED IN ACCORDANCE WITH SECTIONS 603.1, 603.3, 603 4, 603.9, 603.10 t 603.12. DUCT INSULATION INSTALLED WITHING 18 INCHES OF TYPE I 1400D SHALL BE NON - COMBUSTIBLE OR SHALL BE LISTED FOR THE APPLICATION. SECTION 5012.1.1 OF THE 2006 IMC. TYPE I HOOD SYSTEMS SHALL 5E DESIGNED 4 INSTALLED TO AUTOMATICALLY ACTIVATE THE EXHAUST FAN WHENEVER COOKING OPERATIONS OCCUR. THE ACTIVATION OF THE EXHAUST FAN SHALL OCCUR THROUGH AN INTERLOCK WITH THE COOKING APPLIANCES BY MEANS OF HEAT SENSORS OR BY OTHER APPROVED METHODS. SECTION 50633.1 OF THE 2006 IMC. A GREASE DUCT TEST SHALL EE PERFORMED FOR THE ENTIRE DUCT SYSTEM INCLUDING THE WOOD TO DUCT CONNECTION. THE DUCT WORK SHALL SE PERMITTED TO BE TESTED IN SECTIONS, PROVIDED THAT EVERY JOINT 15 TESTED. SPECIAL INSPECTIONS ARE REQUIRED FOR ALL GREASE DUCTS 4 HOODS THROUGH A QUALIFIED/ WABO CERTIFIED AGENCY PRIOR TO INSTALLATION AND /OR DUCT INSULATION. ENLARGED SUTE 140 MECHANICAL PLAN SCALE 1 /4 " =1' -0" A 1.11 A. Am re I" MIN ■ DIFFUSERS, REGISTERS AND GRILLES SCHEDULE SYMBOL MR CATS eIZE MOUNTING MATERIAL FINISH DAMPER °FM RANGE ticp. NECK SIDE CLG. Du= 6TEE:L ALIM SD -1 KRUEGER 1,400 12 "x12" 6 "0 B A 100 -120 SD -2 KRUEGER 880H 8 "x8" 6 "x6" B A 50 -195 SD -3 KRUEGER R 24 "x24" 10 "0 • B A 220 -400 SD -4 KRUEGER 24 "x24" 12 "0 • • B A 400 -500 SD -5 KRUEGER 24 "x24" 15"� • • B A 700 -850 SD -6 KRUEGER 880H 28 "x12" 26 "x10" B A 800 -910 LSD -1 11F T 24" 24" • • B A 200 RG -1 KRUEGER 580H 18 "x18" 16 "x16" • B 500 -800 RG -2 KRUEGER 580H 24 "x24" 22 "x22" B 1080 -2000 RG -3 KRUEGER 580H 24 "x48" 22 "x46" B 2500 -375C RG -4 KRUEGER 580H 28 "x28" 26 "x26" B 2500 -375C EG -1 KRUEGER 580H 12 "x8" 10 "x6" • • B 50 -100 EG -2 KRUEGER 580H 18 "x18" 16 "x16" B 500 -800 TG -1 KRUEGER 580H 36 "x12" — B — /� li II lir ,Ar A110111613 11 lir 474121M11116m1 Kr ir Tv /10,11 imp ilr rx, olp. .01 AA, Af drim Id fr7., _T% r WA t�.`_■■ OWvJ� L� IEt _ wall/Op 3 -- 1 1 3I \ ■■il■ 14 "x 1 4" 12 "x14" SD -2 195 CFM PLAN KEY SPACE P 1 N.T.S. ;l4 ENLARGED SUITE 150 MECHANICAL 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. B.D. SUBMITTAL: 00 -00 -00 Ism v CI CO W CC DRAWING TITLE: REVISIONS: 1Q 03 -01 -2010 1 Q 03 -24 -2010 Q 0 0 A 0 RECEIVED MAR 312010 PER APPROVAL D s�QU RED1 1" =,—c " 1" B.D. SUBMITTAL: 00 -00-00 B.D. SUBMITTAL: 00-00-00 DATE 12.17.09 JOB NO. 09293 SHEET NUMBER M -4 INFORMATION HOOD N0. TAG MODEL LENGTH MAX. COOIONG TEMP. EXHAUST TYPE SUPPLY - ? „„ HOOD CONS-MOM HOOD CONFlG TOTAL 001. t*111 TYPE ) TOTAL SUP. CFY �' 1St END TO END RO, 11D1H LEN0. DIA. CFI S.P. 1NDTH - LD G. DUI. CFY SP. 1 11-1 4824 ND-2 -PSP -F 8' 6.00' 450 1300 10' 12' Outside 1300 -0.370' 1105 16' , 20' 2 SS Baffle with Hares 3 430 SS where Exposed ALONE ALONE Incandescent Light Fbct NO Right Meul R102 3.0/3,0 311110FP 1t 1 Fan Outside YES 870 LBS 2 H-2 5424 te-2 -PSP 15' 6.00' Deg' 3500 10' 16' 4 . 1750 - 0.454' 2825 Maul R102 10/3.0 311110FP 1 U t 1 Fan Outside 430 SS Where Exposed ALOE 8 10' 16' 4 1750 - 0.454' ir Er 2 Incandescent Light Fbct NO 3 H-3 4824 ND-2 -PSP -F 12' 8.00' . 4 3600 10' 17' 1 1800 - 0.525' 2700 1104 0.160' 1 1Fan 3 430 SS Where Emoeed AL01E A LONE 10' 17' MGM. 1800 -0.525' NO 233 IBS n U O n N n I, rrrrraaA �,,.� -,Nrl: 4 11-4 4824 ND-2 -PSP -F 6' 800" 450 Deg 1300 10' 12' Mrs a k, 1300 -0.370' 1105 lee 430 SS Where Exposed ALONE ALONE a NM Ns 1011 .A \$T.�) 3Y •111. -L 4" Mir �' ' �� j to m w 5 H-5 G 9' 0.00' 700 Deg. 1350 14' 14' s, H= 1360 - 0.109' 0 1P N/E 10NI0 SID - NII 430 SS 1 ALONE ALONE • I •• - -� HOOD N0. -- - --- - - - - -' L1tR(S) UGHT(S) UTYJTr CABINNE1tSi y -- PALING HANGING WONT TYPE QTY. HEIGHT LENGTH QTY. TYPE MEE GUARD LOCATION FIRE SYSTEM ElECTRICAi. MUCKS TYPE SZE MODEL / QUANTITY LOCA11ON 1 SS Baffle nth Handles 12' 18' 16' 2 Incandescent Light Fbct NO Right Meul R102 3.0 111110FP 1 t 1 Fan Outside YES 366 LBS 3 16' , 20' 2 SS Baffle with Hares 3 16' 16' 5 Incandescent Light Fbct NO Right Meul R102 3.0/3,0 311110FP 1t 1 Fan Outside YES 870 LBS 7 16' 20' ' 3 SS Baffle nth Handles 2 16' 18' 4 . Incandescent Light Fbct NO Left Maul R102 10/3.0 311110FP 1 U t 1 Fan Outside YES 606 IBS 8 Ur Zr 4 SS Baffle with Handles 4.7 ir Er 2 Incandescent Light Fbct NO 24' ,• 900 0.146' 4 Front YES 337 LEIS 1 16' 24' 5 1104 0.160' 1 1Fan 3 Incandescent Light. Fbct NO 0.500 115 8.0 MGM. DOOM PART . . A is 10 II a n K NO 233 IBS n U O n N n I, rrrrraaA �,,.� -,Nrl: nDmrnij , HOOD Na POS. LENGTH 111D1H HEIGHT IiISER(8) 3 LEFT QUARTER END PANEL 23' Top Width, 0' Bottom WW1, 23' High 430 SS 4 LEFT END STANDOFF 3' We 90' 12' 6' 10' 24' RIGHT END STANDOFF (FINISHED) 3" Ede 0.160' 2 Front 3.0000 12 SYSTEM N0. POS. LENGTH 111D1H HEIGHT IiISER(8) VD1H LEND. DIA. MA SP 1 Front 90' 12' 6' 10' 24' Right 1104 0.160' 2 Front 198' 12' 6' 10' 16' 22 656 0.121' 2.25' 11'/9.50 HANGING ANGLE LOCATIONS 1.... i:', .. • .. i. • 10' 16' NFPA' 656 0.121' • Wim -comas ac r ti UUI S OCOFT CONm61E 3• MINA= SOYOOFI CLEARANCE TO COMBUMBLES I1 NA= 1. ° n Camaries No n u®1111.2IID:s00 E 1111311011 e MAL MUM m m m= AD MAID NemeNEnos E II & WIaM IIAAO WS LOOTO ND 10 IS MOW 01 ROIL ALL OIM NAB IM1aIS ROAD 1T WOWS 001111 l ML •-'ENDS FAO' CAPROWE Oar m mut= WIROCIIES RAW L EONS WNW TO MAW a MIT ONIL L OHM FANSmTIOIONN DENT ORE 7. A Vali ROSE iaWai MUD IT CMTNE-oW AZ Fw.,�T MOM M61001@OOD WOO WOW NO A 1108IT I. FO! DINT M NOUNS C0IIIACI01E L MSC W 11as NE IsE11111m WW1= •-oRA01011 10. RNLI •-MC= MOE ALL AM EP01012 NOR WIROAml Of 001•-11. MIA •-RND COI 113 00016115 Fat MxNOW7 NO AONfNA7l1 OM -'-s N •. -. Pi121 10 /410 lov! RN FOaCO O SgDi6R inn I ELME 11. moll 110018 WIT u OUNCE EN ID= IL MIN MA N[ 100E EN OWE 10 OED N10. 11 IS011NT INNL E PCUUE EN RBr A ARR MOBIL NOM& 11. arm Km omen NM RI ON= Oat EA& i1. HOB NO WOW COPES O 111 MOW MDR E ECM E TO FAME NM W •-56068 01711113202 GENERAL NOTES RESISTANCE VS. AIRFLOW - 2• ICI:co- ..d B ta.Type Grose Men 10' 16' 6.0000 I E I 656 0.121' EF-4 7/ 0.900 1068 0.500 10" 16' 8.0 656 0.121' 3 Fruit 164' 16" 8' 10' 24' 1 900 0.146' AIRFLOW (fpm /m /s) ' dal !■Ohtani araaIllla Kleen -Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78-M Aluminum MEA # 247 -96-E Stainless Steel FLIER DETAL Utility Cabinet Left 1 Light 1 Fm IM/ r� all a 12':.,..,,1 10' 24' 3 900 0.146' 4.7 Hood + 3 OMEN a - _ 10' 24' ,• 900 0.146' 4 Front 84' 12' 6' 10' 24' 111110FP 1104 0.160' 3.0000 12 SYSTEM N0. TYPE SIZE FLOW POINTS INSTALLA110N SY51Ei11 LOCATION ON HOOD 1 Mil R102 3.0 8 Fire Cabinet Right Right 2 Mad R102 3.0/3.0 22 Fire Cabinet Right Right 3 Mad R102 3.0/3.0 22 Fire Cabinet Leff Leff 4 Med R102 3.0/3.0 22 Wall Mount Right N/A 1'0000 PA% 21.0000 ILL. UAW ilosldlooN4 LIMIt F11hre -1140 Comp Amin* 54.0000 9' 0.00'Nom./9' 0.00'00 ROCCO PLAN VIEW - Hood #5 (H -5). 9' 0.00" LONG 4224VHB -G 39.0000 45.0000 CON1RAC10R T LPROVDE 4" WOE SHEET METAL COLLAR AS SHOWN, ON FRONT AND 9DES OF 1HE OWN. 1-1 210000 39.0000 6' 6.00'Ncm. /6' 6.00'OO 45.0000 PLAN VIEW - Hood #1 (H -1) 6' 6.00" LONG 4824ND -2 -PSP -F EXHAUST HANGING �R SUPP� MAc FACTORY PREWIRED CONDUIT FEBELECTRICAL PACKAGE S ELECTRICAL RAM' FOR DETAILS) PINADV CAi IW-1A NSIDAS. TOP OF OVEN REED OVEN BY OTHERS DRAIN Q PERIMETER GUTTER MOW 4.00' - 18.00' - oYB1 FiIR 24.00' NOM. IT IS THE RESPONSIBIUTY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED- COMBUSTIBLE AND COMBUSTIBLE MATERIALS Is IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS SECTION VIEW - MODEL 8624VHB -G 1q' D1► ALL MOD ROD CONNECTED 10 NOW JOIE 1.NORW MUM HAN= Ai1NS *ROD AND NUM 10 M MAW NLOAE IS PRE-PUIEFED 11 ALSO WED EH OPE AMID 2 FOOD 111 ® t0ooD0 � /9.0000 1/2' OM ALL 1111S1D ROD I/2` CONIELRED 10 NOW JOIE ONE THROWN MODE!! 111W0110 MEW 011E u' . / *NOD ND NCO TO tt SUPPLED UY DEOLU IM ORO MIDIS l PIE- PINCHED AT I7ICIORr 1110 MOO WO WH TYPE 2 H000 WOES %U1. W. FiAIY DUTY NW MOUE MO OE AWE ANNE WEE KOWA MOLE O CONIIYICiOR 1141-0. 1112 ! MD AIL 120000 NW 0 I Ill I'. 0 1110 DI Pleg LL .bbd O *At Moo-ft Tim kepi* • ti �.iWl k8'd N 2.25' ND/ND -PSP -F 2.00" 1 0.50' 6.00' BOOKSHELF 2847E0 ICI 'i %` : 1' 11 11:=11 VHB/VHB -G VH1/VH1 -G 36'X36' 42"X42' 39.0000 45.0000 CON1RAC10R T LPROVDE 4" WOE SHEET METAL COLLAR AS SHOWN, ON FRONT AND 9DES OF 1HE OWN. 1-1 210000 39.0000 6' 6.00'Ncm. /6' 6.00'OO 45.0000 PLAN VIEW - Hood #1 (H -1) 6' 6.00" LONG 4824ND -2 -PSP -F EXHAUST HANGING �R SUPP� MAc FACTORY PREWIRED CONDUIT FEBELECTRICAL PACKAGE S ELECTRICAL RAM' FOR DETAILS) PINADV CAi IW-1A NSIDAS. TOP OF OVEN REED OVEN BY OTHERS DRAIN Q PERIMETER GUTTER MOW 4.00' - 18.00' - oYB1 FiIR 24.00' NOM. IT IS THE RESPONSIBIUTY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED- COMBUSTIBLE AND COMBUSTIBLE MATERIALS Is IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS SECTION VIEW - MODEL 8624VHB -G 1q' D1► ALL MOD ROD CONNECTED 10 NOW JOIE 1.NORW MUM HAN= Ai1NS *ROD AND NUM 10 M MAW NLOAE IS PRE-PUIEFED 11 ALSO WED EH OPE AMID 2 FOOD 1/r OA. OW MOVE 1.110 it 111DAW110 CONtw01OR sir FACTORY MOS MO 1 MN OUIY NIT MO ONE TAM ANGLE vtl-e ND-2 HANGING ANGLE DETAL 1/2' OM ALL 1111S1D ROD I/2` CONIELRED 10 NOW JOIE ONE THROWN MODE!! 111W0110 MEW 011E u' . / *NOD ND NCO TO tt SUPPLED UY DEOLU IM ORO MIDIS l PIE- PINCHED AT I7ICIORr 1110 MOO WO WH TYPE 2 H000 WOES %U1. W. FiAIY DUTY NW MOUE MO OE AWE ANNE WEE KOWA MOLE O CONIIYICiOR 1141-0. 1112 ! MD ►• I' Ac:►c ►- D.a ' HOOD SiYLE RIF.M AR DIM FROM DI Pleg CANOPY ND2/N62 -PSP -F 4.17• 2.25' 2.25' ND/ND -PSP -F 2.00" 1 0.50' 6.00' BOOKSHELF 2847E0 2.00• 14.25• N/A VHB/VHB -G VH1/VH1 -G 36'X36' 42"X42' 481X48' 2.25' 5'/9.50' 2.25' 11'/9.50' 2.25' 11'/9.50 HANGING ANGLE LOCATIONS 1.... i:', .. • .. i. • a k� NFPA' 13ULDII Q CODES I&ATF IB. • Wim -comas ac r ti UUI S OCOFT CONm61E 3• MINA= SOYOOFI CLEARANCE TO COMBUMBLES I1 NA= 1. ° n Camaries No n u®1111.2IID:s00 E 1111311011 e MAL MUM m m m= AD MAID NemeNEnos E II & WIaM IIAAO WS LOOTO ND 10 IS MOW 01 ROIL ALL OIM NAB IM1aIS ROAD 1T WOWS 001111 l ML •-'ENDS FAO' CAPROWE Oar m mut= WIROCIIES RAW L EONS WNW TO MAW a MIT ONIL L OHM FANSmTIOIONN DENT ORE 7. A Vali ROSE iaWai MUD IT CMTNE-oW AZ Fw.,�T MOM M61001@OOD WOO WOW NO A 1108IT I. FO! DINT M NOUNS C0IIIACI01E L MSC W 11as NE IsE11111m WW1= •-oRA01011 10. RNLI •-MC= MOE ALL AM EP01012 NOR WIROAml Of 001•-11. MIA •-RND COI 113 00016115 Fat MxNOW7 NO AONfNA7l1 OM -'-s N •. -. Pi121 10 /410 lov! RN FOaCO O SgDi6R inn I ELME 11. moll 110018 WIT u OUNCE EN ID= IL MIN MA N[ 100E EN OWE 10 OED N10. 11 IS011NT INNL E PCUUE EN RBr A ARR MOBIL NOM& 11. arm Km omen NM RI ON= Oat EA& i1. HOB NO WOW COPES O 111 MOW MDR E ECM E TO FAME NM W •-56068 01711113202 GENERAL NOTES RESISTANCE VS. AIRFLOW - 2• ICI:co- ..d B ta.Type Grose Men RESISTANCE (In. w.p) 101 6.0000 I E I NCA14FA NCAi4FA EF-4 7/ 0.900 1068 0.500 1 115 8.0 125.08 5 NCA10FA NCA10FA EF -5 3 0.500 1112 0.333 1 115 7.0 AIRFLOW (fpm /m /s) ' dal !■Ohtani araaIllla Kleen -Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78-M Aluminum MEA # 247 -96-E Stainless Steel FLIER DETAL 3.000 54.0000 12 �•- 16J1000 - 25.0000 48.5000 49.0000 910000 1 FIRE LSURPPRES ON SYSTEM FACTORY PREWIRED CONDUIT 3.0000 48.0000 PREWIRED ELECTRICAL PACKAGE _ WITH FAN STARTERS AND (SEE ELECTRICAL DRAWINGSS FOR DETAILS) UGHT dclUGHTED) FAN SWITCH PREWIRED BY CAP VE -AIR SYSTEMS. 16.0000 49.0000 15' 6.00'Nom./15' 6.00'00 49.0000 46.5000 16,0000 26. PLAN VIEW - Hood #2 (H -2) 15' 6.00" LONG 5424ND -2 -PSP -F NOTE Additional hanging angles provided for hoods longer than 12 ft. Cabbst 0 120000 • Pk! UL Lilted bean o:ant Light Bxture -Hqh T • Awmbly IOU Unity 12.0000 38.0000 0000 1 54.0000 1 78.0000 • 10.0000 2' B.00'NonL/12' 8.00.00 54.0000 1 L 1 2'0000 8. 38.0000 28.0000 PLAN VIEW - Hood #3 (H -3) 12' 8.00" LONG 4824ND -2 -PSP -F NOTE AddiUmd hanging angles provided for hoods lager than 12 ft. FIRE SUPPRESSION SYSTEM FACTORY PREWIRED CONDUIT - PREWIRED ELECTRICAL PACKAGE WITH FAN STARTERS AND SUPPLY FAN SHUT -DOWN RELAY. (SEE ELECTRICAL DRAWINGS FOR DETAILS) PREWIRED BY CAPTIVE- ASRETSYSTEMS. EXHAUST HANGING AN 16' SS BAFFLE W11H HANDLES AND HOOK 3' INTERNAL STAND • IT IS THE RESPONSIBIJTY ARCHITECT/WAR ER TO ENSURE THAT 1HE HOOD CLEARANCE FROM LONTED- COMBUST' AND COMBUSRBLE MATERIALS IS IN COMPUANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN W11H REMOVABLE CUP i i i 48.0000 • III% 1 --r 9.0000 12,0000 -+ U.L. .bbd O 1.101 FL1hre -Hlph Tenp AmNnbhr O mitiot 12.0000 ///, 10. 101 ft P'r Iror/r 310000 42.0000 4, A 6.0000 1 39.0000 6' 6.00'Nam. /8' 6.00'00 101 42.0000 PLAN VIEW Hood #4 (H -4) 6' 6.00" LONG 4824ND 2 PSP -F 48.00' BY 01HERS i 3.0000 INCANDESCENT UGHT FIXTURE -SIGH TEI SLY, INCLUDES GEAR THERMAL AND SHOCK RESISTANT GLOBE (155 FIXTURE) t3 ATTACHING PLATES SUPPLY RISER WITH VOLUME DARER 1275• 23.5% OPEN STAINLESS STEEL PERFORATED PANEL SECTION VIEW - MODEL 4824ND -2- PSP -F, HOOD NUMBER 1 & 5 SCALE NTS HOOD NUMBER 2 THRU 4 SCALE NTS 2 FAN JNIT NO FAN UNIT MODEL # O ® UM A 9.0000 H.P. 9.0000 1 1 FLA WEIGHT (LEIS.) 1 NCA14FA NCA14FA EF -1 1300 0.900 1066 © L-16 1 o 115 160000 0000 IRV 6==c;Uotod ilosld11ce1t Udlt FLchrr -FNOI AaNn61y 0 NCAi6FA EF-2 IMI81 180881 100000 `�� 3 `�� 4.7 `�� 3 k� NCAi6FA �i %` 10.0000 80000 �i M 100000 80000 �i %` 100000 80000 �i %` 4.7 101 6.0000 I E I NCA14FA NCAi4FA EF-4 1300 0.900 1068 0.500 1 �•- 16J1000 - 25.0000 48.5000 49.0000 910000 1 FIRE LSURPPRES ON SYSTEM FACTORY PREWIRED CONDUIT 3.0000 48.0000 PREWIRED ELECTRICAL PACKAGE _ WITH FAN STARTERS AND (SEE ELECTRICAL DRAWINGSS FOR DETAILS) UGHT dclUGHTED) FAN SWITCH PREWIRED BY CAP VE -AIR SYSTEMS. 16.0000 49.0000 15' 6.00'Nom./15' 6.00'00 49.0000 46.5000 16,0000 26. PLAN VIEW - Hood #2 (H -2) 15' 6.00" LONG 5424ND -2 -PSP -F NOTE Additional hanging angles provided for hoods longer than 12 ft. Cabbst 0 120000 • Pk! UL Lilted bean o:ant Light Bxture -Hqh T • Awmbly IOU Unity 12.0000 38.0000 0000 1 54.0000 1 78.0000 • 10.0000 2' B.00'NonL/12' 8.00.00 54.0000 1 L 1 2'0000 8. 38.0000 28.0000 PLAN VIEW - Hood #3 (H -3) 12' 8.00" LONG 4824ND -2 -PSP -F NOTE AddiUmd hanging angles provided for hoods lager than 12 ft. FIRE SUPPRESSION SYSTEM FACTORY PREWIRED CONDUIT - PREWIRED ELECTRICAL PACKAGE WITH FAN STARTERS AND SUPPLY FAN SHUT -DOWN RELAY. (SEE ELECTRICAL DRAWINGS FOR DETAILS) PREWIRED BY CAPTIVE- ASRETSYSTEMS. EXHAUST HANGING AN 16' SS BAFFLE W11H HANDLES AND HOOK 3' INTERNAL STAND • IT IS THE RESPONSIBIJTY ARCHITECT/WAR ER TO ENSURE THAT 1HE HOOD CLEARANCE FROM LONTED- COMBUST' AND COMBUSRBLE MATERIALS IS IN COMPUANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN W11H REMOVABLE CUP i i i 48.0000 • III% 1 --r 9.0000 12,0000 -+ U.L. .bbd O 1.101 FL1hre -Hlph Tenp AmNnbhr O mitiot 12.0000 ///, 10. 101 ft P'r Iror/r 310000 42.0000 4, A 6.0000 1 39.0000 6' 6.00'Nam. /8' 6.00'00 101 42.0000 PLAN VIEW Hood #4 (H -4) 6' 6.00" LONG 4824ND 2 PSP -F 48.00' BY 01HERS i 3.0000 INCANDESCENT UGHT FIXTURE -SIGH TEI SLY, INCLUDES GEAR THERMAL AND SHOCK RESISTANT GLOBE (155 FIXTURE) t3 ATTACHING PLATES SUPPLY RISER WITH VOLUME DARER 1275• 23.5% OPEN STAINLESS STEEL PERFORATED PANEL SECTION VIEW - MODEL 4824ND -2- PSP -F, HOOD NUMBER 1 & 5 SCALE NTS HOOD NUMBER 2 THRU 4 SCALE NTS 2 FAN JNIT NO FAN UNIT MODEL # MODEL TAG UM SP. RPM H.P. 0 VOLT FLA WEIGHT (LEIS.) 1 NCA14FA NCA14FA EF -1 1300 0.900 1066 0.500 1 115 8.0 125.08 2 NCA18FA NCAi6FA EF-2 3600 1.000 1170 1.500 3 208 4.7 180.45 3 NCAi6FA NCAi6FA EF-3 3600 1.000 1191 1.500 3 208 4.7 160.45 4 NCA14FA NCAi4FA EF-4 1300 0.900 1068 0.500 1 115 8.0 125.08 5 NCA10FA NCA10FA EF -5 1350 0.500 1112 0.333 1 115 7.0 96.72 FAN JAR NQ FM UNIT MODEL / BLOWER HOUSNG TAG CFI SP. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) 6 NSAU1 -G10 G10 NSAU.1 SF-1 1105 0.500 697 0.333 1 115 7.0 184.10 7 NSAU2 -G12 G12 NSAU.2 5F-2 2625 0.500 .663 0.750 3 206 2.7 257.77 8 NSMU2 -612 012 N8.W.2 SF-3 2700 0.500 669 0.750 3 208 2.7 257.77 9 NSAU1 -G10 010 NSAU.1 SF-4 1105 0.500 697 0.333 1 115 7.0 184.10 FAN UNIT N0. OPTION (Qtyt - Dncr.) 1 1 - Grease Box 2 1 - Grease Box 3 1 - Grease Box 4 1 - Grease Box NQ ON FM MI SIZE 1 / 1 QNb 23.000'W x 23.000'1. x 20.00011 Vented Hinged 2 / 2 Qub 26.500'W x 26.500"I. x 20.00011 Vented Hinged 3 / 3 QLrb 26.500'W x 28.500"1. x 20.000'H Vented Hinged 4 # 4 Cub 23.000'W x 23.0001 x 20.000"H Vented Hinged 5 5 Cub 19.5001, x 19.5001 x 12000NH 8 f 6 Qrb 23.000', x 23.000'1 x 14.000'H 7 if 7 Qxb 32.500'W x 32.5001 x 1400011 8 / 8 Ourb 32.500'11 x 32.500'1. x 14.000'H 9 >i 9 G,Urb 2.100011 x 23.0001 x 14.000'H CAFA 8� (.BLAST' MAW FANG (!Li?J w HT 1 B NCAFA BELT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA MUM - ROOF MOUNTED FANS - RESTAURANT MODEL - UL782 - AMCA SOUND AND AIR CER11F1ED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300F (149�C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING MR AT 300T 149'0) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUIUBRIUM, AND 1ITH0UT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE 6600 EXHAUSTING 3'C BURNING EERIGREASE OD OF VAPORS 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. Man GREASE BOX HINGED FAN PITCHED CURB INSULATED CURB DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FAN MODEL HT E NCA10FA W B C F 20 R RO WEIGHT LB NCA1OFA 27 1/4 30 1/4 2 '21 21 1/2 13 1/4 18 120 NCA14FA 30 1/2 33 3/4 2 24 3/41 23 14 7/8 20 140 NCA16FA 33 3/4 39 3/8 2 1 28 . 23 1/2 16 1/2 24 190 STANDARD SERIES DOWN DISCHARGE SUPPLY 'FANS EXTERNAL SERVICE DISCONNECT SUPPLY FAN ELECTRICAL DROP A RO RO MN COMMIE VENTED CURB 20 STEEL GAUGE CONSTRUCTION 3' FLANGE PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH: EXAMPLE: 7/12 PITCH - 30' SLOPE ROOF OPENING DIMENSIONS CURB DIMENSIONAL DATA FAN MODEL D E NCA10FA 19 1/2 20 NCA14FA 23 20 NCA18FA 28 1/2 20 SUPPLY AIR UNIT DIMENSIONAL DATA BLOWER A B C D E F C FILTER SIZE WEIGHT 10" 28 32 28 23.37E 21.75 25.87E 2 16' X 20' 175 LDS 12" 38 40 35 31.5 28.875 29.25 2 20' X 25' 275 LBS GALVANIZED SUPPLY FAN FILTER AIR INTAKE THROUGH FILTER CURB WITH 20 GA. CONSTRUCTION /- 3" CONTINUOUS FLASHING BLOWER OUTLET SIZE ROOF OPENING CURB/ROOFTOP DIMENSIONAL DATA BLOWER G H J . K 10' 23 14. 11 -1/2 13-1/4 12" 32.5 14 13 -9/16 15-3/4 PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH: EXAMPLE: 7/12 PITCH - 30' SLOPE 12 M. TAG PACKAGE 1 LOGITION SWRCLIES ROOFTOP ON FANS CONTROLLED LOCATION QUANTITY TYPE 0 HP. VOLT FLA 1 ECP-1 111110FP Ut lty Cabinet Right Utility Cabinet Right 1 Ught 1 Fm m Exhaust On In FTnt, Fars On /off Thamostalicaly Controlled Exhaust 1 0.500 115 8.0 Hood 1 ROOD , , o SIPPly 1 0.333 115 7.0 2 ECP-2 311110FP Utlnty Cabot Right Utility Cabinet Right i Light 1 Fan POE FAN Exhaust On in Fire, Fan On/Off T11ernicstaticdly Controlled Exhaust 3 1.500 208 4.7 Hood 2 . 1 WOW .: 0 s UN/ MEN 1 Supply 3 0.750 208 2.7 3 Ea' -3 311110FP Utility Cabinet Left Utility Cabinet Left 1 Light 1 Fm IM/ r� all a 12':.,..,,1 Exhaust On In Fire, Fan On /Off Thermostatically Cant-dud Exhaust 3 1.500 208 4.7 Hood + 3 OMEN a - _ _ N M ,• 111:1=IL - Supply 3 0.750 208 2.7 4 ECP-4 111110FP MI Mount in SS Bas SS Wdl Mount Box 1 1Fan Exhaust On In Fire, Fan On /Off Thermostatically Controlled Exhaust 1 0.500 115 8.0 MGM. DOOM PART . . A is 10 II a n K REM' C •-Sa. PLUM. ... i n U O n N n I, rrrrraaA �,,.� -,Nrl: y 1 0.333 115 7.0 GSIRIML NOME PAO01E AS IWESA/ td CAST - lint* Mhl 1/13/1010 0101 IMMO ammo Jas OWNER Nom 0111101 eR OO INOL INPUT 120'0 Ht -INS. Nt- IELHML /M MM - DD UDR WE TO SNNR NIP ERNES 11 13 14 u 17 ILA M unto NMUr min 112- 1104BM IQ- 1/•11nML 1SA mot (MO 14COF Bet ammo n n 123auPppppplcw��rreF., oW, 1 Mod Fos. 1 Moot OAP•- A b HMI MI USW fir' ""' """ Ar r' YMMA ra N1 N 0 MIA=IU- MIA 11 NS 1.1 1 $ Rae 210.100 1 • •I p - Ha♦ MEM _°NUM SAL X11 MUM= . -NAtx Y• -IBA• M, -MR N-MM AE*• - Can wa"s'E BM RA IAMAUD IOM ANN 1�.2 2C ri IIIDMIMP ,Ur 12x18x0Box 1 CCNTRa . PNEL 11112MAA11O1 A NNE O A of aq. - IOWA M OATS i^T0 ORAERIO NNRt army Jas NNW =pp UN* BY HOOD TO CONTROL PAVE. PONE 1881 FOR CONTROLS AND CIO NUN 1 • m • • • Minn MN. ORS & PAM �. • • 1 W m a; ; NR loss C��! -A - IIIII ROOD , , o NI MOE ' 11111 1 11.11 Cm at r Ss •R ds. ,fir s'+'LiA11S r�w'L12s RS . 1 MID 1186! SWITCHES TO CONIEOL PAWS. WO IWO NI WOW DUCT MUCH . - m v �] EL E! POE FAN NO ANA DDS ao1■Dms /OR TAN El .. 1 DOflla. . 1 WOW .: 0 s UN/ MEN 1 1 �' - 11 MI BTlytEll Il1CROBBt1C1H 1lROFAC SEW TRIP nun TO CONTROL PANEL HEW= WImN SOD -wIIRS• ME ENN WIMP= comma 10 an w '�'' Pte' NM MO. mom 0011211016 MUM IE to =MIN IM/ r� all a 12':.,..,,1 100.0 ---. T ®R 1�t moo= m ail >raomAL - - CONN= :Arm p MIN MEIN mow . s C coma . MIL Neal s snow U ! - OMEN a - _ _ N M ,• 111:1=IL - . .- .1 u s •� . _ • 1- '4 . 011 IF ZIPTU ' w$ - -' WM WIRING TO Co1TROL s PAUL 1 MN NNWAI1/es toe RLEL�IO GAB >1�.T VALVE 1T8 REM RE. , .. V .. s , ,I ,1 MGM. DOOM PART . . A is 10 II a n K REM' C •-Sa. PLUM. ... i n U O n N n I, rrrrraaA �,,.� -,Nrl: >W is \7 • I ■ ". ;'Imo: ts-p FAN BREAKER PANEL, SEE DRAWING MOTOWR TABLE FO BREAKER S1221G .�11; Mrs a k, FAN BREAKER PANEL, SES DRAWING a,''.;. MOTOR TABLE TABLE FOR BREAKER SIZING al:,:- ,,, lee so s es I m. NN IOe a NM Ns 1011 .A \$T.�) 3Y •111. -L 4" Mir �' ' �� j to m w ,. ..4 us>• tosOM - OM = moue MOO a 202 EMI um wawa m ra n 1 Pala 1 axe WIN 108 II - IMAM I- Iles L - BMie p =1 x -� ss0 MAIM s, H= 'Ya 10 NI ft 1P N/E 10NI0 SID - NII _ • I ( E11aI0a1. mow MOM Jae MNENIS6 t 04' - NI.1e. N1 DINE DRMNO MONO ninon. JOB KIM lama O EN E CONUOL 1iUT 1701110 KI-IJ N1-1lUlML 180 NOR - DO NOT 101 TO 'HNC IMP 01FNQ7t tr 14 12 14 WIT POUT 1201110 112-104.0E 112-1154121111111. WA R I OMit 140011 PF7R CNCUii n 22 \ 11r1A s {V18Zn'ilii■ IliA ILIZIiit Iii/ y 6tarle Irbobny Molded ohm applicable). Not Per Ildseust N oi!drineaser POW Ulf jam. Nrr P 110`0 ft* Eli - Pro s°�..r e.' •"1 - N° 11114/ TIN PIMA! 1211 MIN 216I Y 1 111 Y 1 A HA! 90-1111se 1 112 ONO • 11 a NON AO IS 1111ML -. MC= MN a -�EEr NW NN U▪ RNS .wMOW meI r ▪ RMAI 2 x 18 x 6 Box usciu AL rams PALMAS Jas WM EMrYA1 a - IMM M oqz 1/f3/2010 NOM NOW 31imp .108 NUNN noun 01,1811 W COATS. NNVR 120111 H1.IJl. N1-IE ANAL ESA N R - 00 NOT INE 10 OUR TRIP INTAKE 13 14 LW1T 1 OF 1201PC IQ- FI-U11 N2- No- ICU11ML 180 sot QMK 1400* FIN 0IaaOa1) 11 17 a N a 3 Pholoonte 1 Mast hl. 1 Edon* It RR, Fen Thrmestallooffr Controlled. Etgrig Pa. Ua d Am MY WINO Ws PO rr isr" 211AIr- 1s s ss' s'�i1A e. 00 NEI au-6111Z ■ =i /MN 2We 111121111 NI Nos NUN{ ii 1 121 LS 41, O Tae N0-1r0 2 ar aI &2 - ti ONO NONI IOW UNA - NOM IIOIK MO =MIN NISI rr - OR M • t M -IOe CA▪ NN SVIRCRALE NC NIIn - IAOAOr!!L M :ti MAW Nee Nur 12 x 18 x 6 Box ( 0011110. tom NEALLAKa Jas NAIEpaw 04' - arm NR DATE f/13/2010 DIMINO NOW mop Jas MOM mow DRAW BY ROOD TO CONTROL PANE. /OM TIED FOR CONTROLS AND LIGSI sums. Ns 1 EoaN • • MN= PAM OOFIIa. PAWL 2 W C��! `Illi h MOE ' 11111 VW AAY 1r ADO aAANI Aa Me Jr d - - sold soft! asar1rNMl1 ,Mrasr11RS -- 1 MD WIEEI MEC= TO CONTROL PAID m Bun no ran DDS R OVERRIDE L11.41 O u U_ III LILI /OR TAN mN�s �`. s UN/ MEN 1 �' - - • R MI 8!>!T IECROBiII� 180YAC BtioET TROP MONO TO CONTROL PANEL BTIti1.11ml 1MINCI 100.0 ---. T ®R 1�t moo= m ail >raomAL - - CONN= :Arm p MIN MEIN mow . C coma . MIL Neal s snow U ! al„ 1•115.. OMEN TIM _ N M 111:1=IL . .- .1 • 1- '4 . 011 IF ZIPTU ' w$ - -' 0 . 7 14 1 411611. -•. , .. V .. s , ,I ,1 FAN =MG TO CONTROL O MIL 1 IMAM ONAIRMIll SUR EXCT C GAS =QA7, RIM VALVE wtts Tit S. REM' C •-Sa. PLUM. ... i n U O n N n I, rrrrraaA �,,.� -,Nrl: >W is \7 • I Aaral• rI M _ ■ FAN BREAKER PANEL, SEE DRAWING MOTOWR TABLE FO BREAKER S1221G .�11; 1v slat eI I m. NN IOe A ' \$T.�) 3Y •111. -L 4" Mir j to m w AI' _ � N PO same to no w - 1 Pala NOM toe . - MUM Ye -1810 5::LE. Kam, p -p e w =� rev MANI �;;; - 'Ya 10 NI ft 10NI0 runsenA1. imam nom Jas 1111EN 222/21 CO/ - PALM INS win 1/1VIDID Oe m NNIER sump Jas WOOER mum ORwN IV 0010m0. non 1201110 111-Iaf N1-I II2*L 15A N01 - 00 NOT we TO SHUNT T 1RP BROWN It 14 12 INa Al 8 um. INPUT 12000 I0-1 2-1. . tQ- ID- IEiRRIML 100 CM WAR 140011 PER COW) 1R UN INF sI 1 NMI UR s sin 21 2 RE an a i®' I ltd'R116116NEARTFIE n',11ILi I SAM' >:II4114 t:lO0*0*O1cI 120Y Ft► 1 ldlaM 1 Thanufskinadte 133101011 OO Fill. M FYI. Rs AOP�M)Yrd Mws 0i 1RM hr CORA tagra MI LW mom 1P▪ qm Po ▪ w1"'12"'1 �i •.NA1- • 4 "1"1"1.1 NIIO�is11rW amm NN4 si 1 TOY a /1 H� Ilip-1R 1 IL ONO • MI H•q O a BRIM I II INNS ▪ s 2 =2011 ONO ▪ R'�E CI NW ADMM.IML MRCS NM NM OR MANS E MOMS INNS O Nr 2 x 18 x 0 Box EXHAUST FAN AND SUPPLY FAN DETAILS AND SPECIFICATIONS SCALE NTS ELECTRICAL DETAILS AND SPECIFICATIONS RECEIVED MAR 312010 F��M 9gNTEf 'TAN ii.J41� ial 4 n -k7 w _ 6 Y I ii RED4 NROEL RETHIL Nadel Retail Architects, LLP 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com ERIE. NAV= CONSULTANT: Z Z E Lit Z m� - Z W U_ Z fn Q w = w W W Lk- CC 2 NTS ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 DRAWING TITLE: At! z Q Z Q z 1.45. REVISIONS: 1Q 03-01 -2010 Q O D O O L t� DATE 12.17.09 JOB NO. 09293 SHEET NUMBER M -5 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2008 Washington State Nonresidential Energy Code Compliance Forma Revised July 2007 Project Address ' . Seafood Supermarket Sups*= +kit Date 1/.7/2010. The following information is necessary to check a mechanical permit application for compliance with the mechanical recµtaements in the Washington State Nonreskiential Energy Code. Applicability (Yes, no; n.a.) Code Section Component Information Required d Location o n Plans Building Department Notes HVAC REQUIREMENTS Applicant Address: (Sections 14014424) Applicant Phone: 1411 Equipment performance yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M -1 AHP48D yes 1411.1 Minimum efficiency - Equipment schedule with type, capacity, efficiency 14-1 Ceiling • - a. 1411.1 Combustion htg. indicate intermittent ignition, flue/draft damper & jacket Toss 1600 160 13.00 1412 HVAC controls yes ' 1412.1 Temperature zones indicate locations on plans M -2 50 yQS . 14122 Deadband control - indicate 5 degree deadband minimum York AHP188 • • a. 1412.3 Humidity control Indicate humidistat - - - Ceiling y a 1412.4 Automatic setback Indicate thermostat with night setback and 7 Jiff. day types . M -4 - 1500 7 3 1412.4.1 Dampers Indicate damper Location and auto. controls & max, leakage n. a. 1438 Variable flow sys. . a. 1412.42 Optimum Start • Indcate optimum start controls - - Indicate uncooled and unheated make -up air yes 1412.5 Heat pump control Indicate microprocessor on thermostat schedule i - - - . a. 1412.6 Combustion Mg. Indcate modulating or staged control - - - 94.1 94.1 93.6 1412.7 - Balancing Indicate balancing features on plans M -1 _ 94.5 94.5 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas H -4 95.0 you 1422 Thermostat interlock Indicate thermostat interlock on plans bs -4 95.0 • . a. 1423 Economizers Equipment schedule - - -' 1413 Air. economizers • a • 1413.1. Air Econo Operation lnclicate 100% capability on schedule • . a • 1413.1 Wtr Econo Operation Indcate 100% capacity at 45 degF db & 40 deg F wb - - . a. 1413.2 Water Econo Doc indicate cig load & water econoe & dg tower performance - - - . a. 1413.3 Integrated operation Indicate capability for partial cooling - - • . a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer - - - 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M -4 yes 1414.2 Duct insulation Indicate R -value of insulation on duct x -4 • a• 1415.1 Piping insulation . Indicate R -value of insulation on piping omp =tion -equrreme •, S_- yes 1416.2.1 Commissioning Provide commissioning plan Yes 1416.22 -3 Sys.Bal & Func.Test indicate air and water system balancing & functional testing 14-4 yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training M -4 yes 14162.5 Comm. Report Indicate requirements for prelim. & final commissioning report M -4 yes 1434 Separate air sys. Indicate separate systems on plans x -1 Mechanical Summary Form - Comp - to • and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer F14-4f 1.1;" 1 14111a� _InarlcLf•l :141,4elle:4l4 -1 ec ions .. t. .r:+. 1440 Service water htg. yes 1441 Elec. water heater: indicate R -10 insulation under tank M -4 yea 1442 Shut -off controls Indcate automatic shut -off M -4 yes 1443 Pipe Insulation . indicate R -value of insulation on piping - M -4 • • a. - 1452 Heat Pump COP Indicate minimum COP of 4.0 - - - . a.. 1452 Heater Efficiency Indicate pool heater efficiency - - - • . a. 1453 Pool heater controls Indicate switch and 65 degree control - - - . a. 1454 Pool covers Indicate vapor retardant cover - - - • • a. 1454 Pools 90+ degrees Indicate R -12 pool cover - - ` no is circ : • or any sues • on. arovi • e exta ana on: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Seafood City Supermarket Date 1/7/2010 CapacityZ Btu/h 1368 Southaenter Blvd. For Building Dept. Use SEER or EER Tukwila, Washington Applicant Name: Jeff Pollock C.E.A. # HR 08 -05 -539 Applicant Address: 2552 I+teBsan Pkwy # 513. Valencia, CA 91355 Applicant Phone: 661.714.0133 Project Description Briefly describe mechanical system type and features. Includes Plans Install Split System Heat Pumps Within Existing Tenant Space As Part Of Tenant Improvements. Fan Coils In Ceiling and Condensing Units. On Structural Members On Roof. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option 0 Simple System Qa Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the 1 plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name's Model No.1 CapacityZ Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location FC -i. York AHP36C 36000 1200 120 13.00 3.4 COP Ceiling FC -2 York AHP48D 48000 1600 160 13.00 3.8 COP Ceiling FC -3 York ABP48D 48000 1600 160 13.00 3.8 COP Ceiling Fc -4 York ABP18B 24000 600 50 14.00 3.44 COP Ceiling FC -5 York AHP188 24000 600 50 14.00 3.44 COP Ceiling -1 EAC -2 Existing Trans SFHC -c304 _ 360000 15000 1500 Existing 83% AFUE Existing. Heating Equipment Schedule Equip. ID Brand Name1 Model No.1 Capacity Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 3.4 COP HP -1 York THGD36 36000 1200 120 36000 28000 HP -2 York THGD48 48000 1600 • 160 48000 34000 3.8 COP HP -3 York THGD48 48000 1600 160 48000 34000 3.8 COP HP -4 York : YZE02411 24000 600 50 24000 20000 3.44 COP HP -5 ' York Y21302411 24000 600. 50 24000 20000 3.44 COP UH -1 Reznor tiDAP -400 ' 400000 400 400 400000 332000 83% AFUE Fan Equipment Schedule Equip. ID Brand Name Model No.1 CFM Sp1 _ HP/BHP Flow Controls Location of Service aF -1 Greenback 3AF- 110 -LM G-Qn • 1500 0.50 0.50 CV Hood #1 . SF -2 Greenheck SAF- 112- IM7G -QD 3550 0.50 1.50 CV . !Taal #2 SF -3 Greenback SAF -t t' - LMOG -QD 7500 0.50 5.00 CV Hood #3 SF -4 Greenbeck SAF- 110-L O-QD 1445 0.50 0.50 CV Hood #a EF -1 Greenhack . : CUBE- 161 -7G-QD 1950 1.00. 0.75 cV Hand #1 EF -2 Greenback CUBE- 24oHp -LMGD ' 4700 1.00 1.50 Cv Hood #2 11f available. 2 As tested accord ng to Table 14 -1A through 14-1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air voiume(VAV), constant volume (CV), or variable speed (VS). 2006 Washington State Nonresidential Enerav Code Compliance Form Mechanical - Complex Systems Checklist MECH -COMP Revised Juty 2007 2006 Washington State Nonresidental Energy Code Compliance Forms Project Address , -. Seafood City Supermarket Date 1/7/2010 The following additional information is necessary to check a mechanical permit application for a complex • mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH - CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate spedficatfons alone is NOT an acceptable alternative. ' For Building Department Use Apphcabiliity (yes, no n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY a. a. 1431.1 • Field aysem. sys. Provide calculations Greenheck CUBE- 161 -1aMG Xea 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 14-1 Hood #4 n.a. 1432.2.1 Air system reset Indicate automatic reset 7100 1.00 n.a. 143222 Hydronic Y System Indicate automatic reset, cooling tower, & heat pump loop valves Greenbeck n.a. 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. : . - - - CV . n . a. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is trtdized GB071 400 �$ 1434 Separate air sys. Indicate separate systems on plans M -i EF -8 no 1435 Simul. big. & dg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified - - - 0.13 n, a. 1436 Heat recovery ry indicate heat recovery on plans; complete and attach heat recovery calculations 91.0 9Z4 9Z4 - yes . 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency M'1 93.0 93.0 n. a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules - - 93.0 93.0 -_ yes 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air M-1 93.6 916 n.a. 14392 Fume Hoods Indicate VAV, unheated/uncooled or heat rec. makeup - - - 94.1 916 no Is circles for any question, provlae explanation: Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here Section 1411.1 Equipment Efficiency 1 Small Meet Tables i 14-1A through 14-10 af01F input ? 225,003 tub or GaetO• Heat • 1411.1 Intermittent Ignition Device Power Venting or Damper. It Input? 225,000 Slob then 1412.6 Modulating or Staged Combustion Controls Required Fuel Fwnaa Input? 225,000 Btuh? 1411.1 0.75% Maximum Jacket Loss recd- Assembl Equipment? Section 1431.1' Calculations of Total I OnSite Energy Input 8 Ouput Required ; Air System Serving Multiple Zones? Yes Section 1432.2.1 Supply Air Reset Controls Requited city of HVK Heating System > `0,000 Btutty/ Yes Section 1432.22 Hot Water Supply Temperature Reset Required (continued on back) 2006 Washington State Nonresidential Energy Code Compliance.Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and on-fired forced air furnaces with input ratings > 225,000 Btulh (65 kW) and all unit heaters shag also have an intermittent ignition or interrupted device (IIO), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings >_ 225,000 Btuth (65 kW), including electric furnaces, that are not located within the conditioned space shalt have jacket tosses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARl test conditions and procedures when available_ Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991_ Storage water heaters used in combination space heat end water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following:, 1411,4 Packs equipment providing both heating and cooling with a total cooling capacity greater. than 20; Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shalt be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -0ff: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per weak. It must retain programming and time for a power loss of 10 hours and include an aviceesibte manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaoes shall be equipped with dampers which close automatically when the system is off or upon power failure: Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fans to open upon loss of power) dampers.. These dampers shad remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1 Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for Htgh•Occupancy Areas: Demand control ventilation DCV is required forspaces that are lacer than 500 ft2 have a design occupancy for ventilation of greaterrthan 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer. b. Automatic modulating control of the outdoor air damper, or .: c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.5 stems with energy recovery coin in with Section 1436. y r9Y ry Rly 9 2. Multiple -zone systems without direct - digital control of individual zones communicating ith a central control panel. 9 P 3. Systems with a design outdoor airflow less than 1200 cfm.: 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm: 1413 Alr Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eaminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry- bulb /40°F wet -bulb and below. For this calculation, all factors including solar and internal load stall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using alt- cooled heat rejection equipment may use a 35°F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building_ 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1.. Maximum outside air conditions for which economizer is sized to provide full cooling:' Design cooling bad to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in fun economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1.'. Individual, direct expansion units that have a rated capacity less than 65,000 8tuih and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shaa be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions:' 1. Health care facilities where WAC 246-320-525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systemswithwatereconomizer 3. 100% outside air systems witfi no provisions for air recirculation to the central supply fart. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 112 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as follows: 1. Static pressure: 1/2 Inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 Inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the prknary sealantwhere ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shalt meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels, Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 end any exterior envelope surfaces per Chapter 13. Outside alt ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be Insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they 1_ connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info EF CAE a 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 • 0.71 > 70 gal storage 0.55 0.70 Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shalt be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -0ff: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per weak. It must retain programming and time for a power loss of 10 hours and include an aviceesibte manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaoes shall be equipped with dampers which close automatically when the system is off or upon power failure: Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fans to open upon loss of power) dampers.. These dampers shad remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1 Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for Htgh•Occupancy Areas: Demand control ventilation DCV is required forspaces that are lacer than 500 ft2 have a design occupancy for ventilation of greaterrthan 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer. b. Automatic modulating control of the outdoor air damper, or .: c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.5 stems with energy recovery coin in with Section 1436. y r9Y ry Rly 9 2. Multiple -zone systems without direct - digital control of individual zones communicating ith a central control panel. 9 P 3. Systems with a design outdoor airflow less than 1200 cfm.: 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm: 1413 Alr Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eaminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry- bulb /40°F wet -bulb and below. For this calculation, all factors including solar and internal load stall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using alt- cooled heat rejection equipment may use a 35°F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building_ 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1.. Maximum outside air conditions for which economizer is sized to provide full cooling:' Design cooling bad to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in fun economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1.'. Individual, direct expansion units that have a rated capacity less than 65,000 8tuih and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shaa be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions:' 1. Health care facilities where WAC 246-320-525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systemswithwatereconomizer 3. 100% outside air systems witfi no provisions for air recirculation to the central supply fart. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 112 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as follows: 1. Static pressure: 1/2 Inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 Inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the prknary sealantwhere ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shalt meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels, Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 end any exterior envelope surfaces per Chapter 13. Outside alt ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be Insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they 1_ connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Seafood City Supermarket Date 1/7/2010 Capacityy Btu/h 1368 Southcenter Blvd. For Building Dept. Use - Input Btuh Tukwila, Washington Applicant Name: Jet£ Polloct C.E.A. # Sgt 08 -05 -539 Applicant Address: 25852 McKean Pkwy # 513, Valencia, CA 91355 Applicant Phone: 661.714.0133 Project Description Briefly describe mechanical system type and features: ['Includes Plans Exhaust Fan Specifics Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Q Simple System QQ Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information Is required to be incorporated with the mechanical equipment schedules on the !plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name1 Model No.1 Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location. Heating Equipment Schedule Equip. ID Brand Name' Model No.1 Capacityy Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency's Greenback CUBE- 300 -IM)G 10000 1.00 5.00 GV ` Hood #3 EF -4 Greenheck CUBE- 161 -1aMG 1700 • 1.00 0.75 CV Hood #4 EF -5 Greenback GB -300 7100 1.00 3.00 CV Sales Area EF -6 Greenbeck SP -B110 110 0.25 0.08 CV . Valerie's EF -7 Greeaheok. GB071 400 0.50 0.25 CV Market Toilet EF -8 Greenheok CSP -8150 148 0.25 0.13 CV Office :. 91.7 91.0 9Z4 9Z4 - 91.0 92.4 91.7 91.7 Fan Equipment Schedule Equip, ID Brand Name1 Model No.1 CFM $p1 HP/BHP Flow Controls Location of Service EF -3 Greenback CUBE- 300 -IM)G 10000 1.00 5.00 GV ` Hood #3 EF -4 Greenheck CUBE- 161 -1aMG 1700 • 1.00 0.75 CV Hood #4 EF -5 Greenback GB -300 7100 1.00 3.00 CV Sales Area EF -6 Greenbeck SP -B110 110 0.25 0.08 CV . Valerie's EF -7 Greeaheok. GB071 400 0.50 0.25 CV Market Toilet EF -8 Greenheok CSP -8150 148 0.25 0.13 CV Office :. 1if available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. ' Flow control types: variable air vofume(VAV), constant volume (CV), or variable speed (VS). 2006 Washington State Nonresidential Energ Code Com • fiance Form Electric Motors MECH -MOT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Seafood City Supermarket Date 1/7/2010 Complete the fofowing for all design A & B squirrel -cage, T frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use Motor No. or Location HP Type (open/closed) Description of Application or Use Synch. Speed Min.Nom. Full Toad Efficiency FC -1 1/2 °Pen: Kitchen 1200 80.0% FC -2 1/2 open Dining 1200 80.0% FC -3 1/2 open Pharmacy 1200 80.0% FC -4 1/3 °pen Retail 1200 80.0% FC -5 1/3 open Retail 1.200 80.0% SF -1 1/2 open Kitchen Hood # 1 1200 80.0% SF -2 1- 1/2. Kitchen Hood # 2 1200 84.0% SF -3 5 Kitchen Hood 4 3 1200 87.5% SF -4 1/2 Kitchen Hood # 4 1200 80.0% EF -1 3/4 Kitchen Hood # 1 1200 80.0% EF -2 1- 1/2 Kitchen Hood # 2 1200 84.0% EF -3 5 Kitchen Hood # 3 1200 87.5% EF -4 EF -5 3/4 Kitchen Hood # 4 1200 80.0% 3 Sales Area 1200 86.5% Ef -6. 1/12 Valerie's 1200 84.0% EF -7 1/4 open Market Toilet 1200 80.0% EF -8 1/8 open Office 1200 80.0% Minimum Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 Open Motors Closed Motors 3,600 1,800 1200: 3,600 , 1,800 i 1200 Efficiency _ (%) 82.5 80.0 Efficiency 75.5 (%) 8Z5 80.0 82.5 84.0 84.0 8Z5 84.0 85.5 84.0 84.0 ' 85.5. 84.0 84.0 86.5 84.0 86.5 . 86.5 • 85.5. 87.5 • 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5. 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 902 91.0 90.2 902 91.0 ' 91.0 90.2 91.0 90.2 91.0 91.7 - 91.7 ••91.0 92.4 91.7 91.0 9Z4 9Z4 - 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 9Z4 93.0 93.0 -_ 92.4 93.0 93.0 93.0 93.6 916 93.0 • 93.6 93.6 93.0 94.1 916 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Exceptions: 1, Motors in systems designed to use more than one speed of a multi -speed motor. 2. : Motors already included in the efficiency requirements for HVAC equipment (Tables 14- lAor14-1B). 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equpment which requires a special motor, such as an explosion- proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a Less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior wkh an automatic shut -off damper complying air capacities exceeding 10,000 cfm shat have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum be a function of the difference between space temperature and occupied P P P setpoint and the amount of time prior to scheduled occupancy. -' 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start -up, set - up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED 'indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shat have modulating or staged combustion controL 000 EXCEPTIONS 1, Boilers: 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing. including but not limited to, dampers, temperature and pressure test connections and balancing valves. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. thermally Other ducts and plenums shall be th ly insulated p er Table 14X5. Exceptions: 1. . Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water P ipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) orq RECEIVED MAR 3 1 2010 PERMIT RER A PERMITAND APPROVAL ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00-00 B.D. SUBMITTAL: 00 -00 -00 NHOEL RETHIL Nadel Retail Architects, LLP 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 vwwv.nadelarc.com ERRS 30/41/92010 CONSULTANT: c�z Z W J. w Z co 5 - z U_W Z to Q w =W LU • CO r` 0 cr) C) of 2 ai C0 > `n (0 3 -4- a) c.) 00 U_ 00 iv in 0 co 0-. Fax: 818 - 348 -0111 tomlassoc @aol.com 0 w O cc a DRAWING TITLE: REVISIONS: 1Q 03 -01 -2010 Q L L DATE 121709 JOB NO. SHEET NUMBER 09293 A M -6 A ABV AC AD AFF AHU AL ALT AP APPROX AR ARCH ARV AUTO BD BEL BFF BFP BG BHP BLDG BOD BOT BT BTU BV CA CAB CD CFH CH. CI CKV CL CLG CMP CO CO 2 COL CONC CONN COND CONSTR CONT CONTR COTG CW D DCBP DD DF DIA / 0 DISCH DN DW DWG DWV EFF EL ELEC ELEV EMER EQUIP EWC (E) EXP EXT EXTN F (F) FCU FCO FH CAB FIN FL /FF FLR FOR FOS FOV FP FPM FS FSW FU. FT FTR FUR FW G GA GAL GALV GC GCK GCO GPM GV GW H HB HBD HD HDR HDWE HP HTR HVAC HW HWR ICW ID INSUL INTR IE KEC KIT. KW PLUMBING ABBREVIATIONS COMPRESSED AIR ABOVE AIR CONDITIONING AREA DRAIN ABOVE FINISH FLOOR AIR HANDLING UNIT ALUMINUM ALTERNATIVE, ALTERNATE ACCESS PANEL APPROXIMATE ACID RESISTANT ARCHITECT, .ARCHITECTURAL AIR RELIEF VENT AUTOMATIC BELT DRIVE BELOW BELOW FINISH FLOOR BACKFLOW PREVENTER BELOW GRADE BREAK HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM BATH TUB BRITISH THERMAL UNIT BALL VALVE COMPRESSED AIR CABINET CONDENSATE DRAIN CUBIC FEET PER HOUR CABINET HEATER CAST IRON CHECK VALVE CENTERLINE CEILING CORRUGATED METAL PIPE CLEANOUT CARBON DIOXIDE COLUMN CONCRETE CONNECTION CONDENSER, CONDENSATE CONSTRUCTION CONTINUATION CONTRACTOR CLEANOUT. TO GRADE COLD WATER (DOMESTIC) DEPTH, DEEP DOUBLE CHECK BACKFLOW PREVENTER DIRECT DRIVE DRINKING FOUNTAIN DIAMETER DISCHARGE DOWN DISTILLED WATER DRAWING DRAINAGE, WASTE & VENT EFFICIENCY ELEVATION ELECTRIC, ELECTRICAL ELEVATOR EMERGENCY EQUIPMENT ELECTRICAL WATER COOLER EXISTING EXPANSION EXTERIOR EXTENSION FAHRENHEIT FUTURE FAN COIL UNIT FLOOR CLEANOUT FIRE HOSE CABINET FINISH FLOOR FLOOR FUEL OIL RETURN FUEL OIL SUPPLUY FUEL OIL VENT FIRE PROTECTION FEET PER MINUTE FLOOR SINK FLOW SWITCH FIXTURE UNITS FEET FLUE THRU ROOF FURNACE FILTERED COLD WATER GAS GAUGE GALLON GALVANIZED GENERAL CONTRACTOR GAS COCK GRADE CLEANOUT GALLONS PER MINUTE GATE VALVE GREASE WASTE HEIGHT / HIGH HOSE BIBB HOSE BIBB DRAIN HUB DRAIN HEADER HARDWARE HORSEPOWER HEATER HEATING/ VENTILATION / AIR CONDITIONING HOT WATER (DOMESTIC) HOT .WATER RETURN (DOMESTIC) INDUSTRIAL COLD WATER INSIDE DIMENSION / DIAMETER INSULATION . INTERIOR INVERT ELEVATION KITHCEN EQUIPMENT CONTRACTOR KITCHEN KILOWATT L LP MAX MBH MECH MFR MPG MH MIN MISC MTD (N) NG NIC NO / # NOM NTS 02 OSA OC OD OFD OFL OP OPNG OR ORWL OS OSD PC PG PLBG PIV POC PREFAB PRV PSF PSI PVC PW PWR R / RAD RCP RD REQD RFE RFLE RM RPBP RPM RWL SAN SCHED SFE SFLE SG SHT SIM SOC SOL SOV SPEC(S) SS STD STM STS T &P TCC TD TEMP TG TMP TOS TW TXV TYP U UON UBC UFC UMC UPC V _ VA VAC VB VD VEL VFD VIF VS VT VTR W W/ W/0 WC WC0 WF WM WSSK WT LENGTH/ LONG LIQUID PETROLEUM MAXIMUM 1,000 BTU PER HOUR MECHANICAL MANUFACTURER MEDIUM PRESSURE GAS MANHOLE MINIMUM MISCELLAENEOUS MOUNTED NEW NATURAL GAS NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OXYGEN OUTSIDE AIR ON CENTER OUTSIDE DIMENSION / DAIMETER OVERFLOW DRAIN OVERFLOW RAIN WATER LEADER OPERATING OPENING OIL RETURN OVERFLOW RAIN WATER LEADER OIL SUPPLY OPEN SITE DRAIN PLUMBING CONTRACTOR PROPANE GAS PLUMBING POST INDICATING VALVE POINT OF CONNECTION PREFABRICATED PRESSURE REDUCING VALVE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE PROCESS WATER PROCESS WATER RETURN RADIUS REINFORCED CONCRETE PIPE ROOF DRAIN REQUIRED REFERENCE FLOOR ELEVATION REFERENCE FLOW LINE ELEVATION ROOM REDUCED - PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE RAIN WATER LEADER SANITARY SCHEDULE SITE FLOOR ELEVATION SITE FLOW LINE ELEVATION SPECIALTY GAS SHEET SIMILAR SHUT -OFF COCK SOLENOID SHUT -OFF VALVE SPECIFICATIONS SANITARY SEWER STANDARD STORM STAINLESS STEEL TEMPERATURE & PRESSURE TEMPERATURE CONTROL CABINET TRENCH DRAIN TEMPERATURE TO GRADE TEMPORARY TOP OF SLAB TEMPERED WATER THERMAL EXPANSION VALVE TYPICAL UNION UNLESS OTHERWISE NOTED UNIFORM BUILDING CODE UNIFORM FIRE CODE UNIFORM MECHANICAL CODE UNIFORM PLUMBING CODE VENT VALVE VACUUM VACUUM BREAKER VOLUME DAMPER VELOCITY VARIABLE FREQUENCY DRIVE VERIFY IN FIELD VENT STACK VITRIFIED TILE VENT THRU ROOF WIDE / WIDTH WITH WITHOUT WATER COLUMN WALL CLEANOUT WATER FOUNTAIN WATER METER WALL SERVICE SINK WEIGHT 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. PLUMBING ABBREVIATIONS 1-O I PIPE TEE UP . PIPE TEE DOWN AIR RELIEF VENT PIPE ELBOW DOWN PIPE ELBOW UP PIPE TEE BRANCH UP (W/ ELBOW) PIPE TEE BRANCH DOWN (W/ ELBOW) INDICATES DIRECTION OF DOWNWARD PITCH CONCENTRIC REDUCER ECCENTRIC REDUCER FLOW DIRECTION INDICATOR INDICATES EXPANSION LOOP PIPE ANCHOR . -11— UNION CAP 1BALL VALVE CHECK VALVE (ARROW TOWARD DIRECTION OF FREE FLOW) DOUBLE CHECK BACKFLOW PREVENTOR REDUCED PRESSURE BACKFLOW PREVENTOR CIRCUIT SETTER GATE (SHUT -OFF) VALVE HOSE BIBB, RECESSED GAS SHUT -OFF COCK PRESSURE REDUCING VALVE GAS PRESSURE REGULATING VALVE 5psi TO 7" WC A.S.M.E. PRESSURE RELIEF VALVE VALVE . IN RISER (SHUT -OFF) FLEX GAS LINE YARD BOX (WITH GATE VALVE) CONTROL STOP INLINE PUMP 251-1 RV RELIEF VALVE �a bl HB HOSE BIBB SHOCK ABSORBER STRAINER 0 FCO FLOOR CLEANOUT FS FLOOR SINK WM WATER METER POC POINT OF CONNECTION REFERENCE SYMBOLS MX.X -X ENLARGED PLAN IIIIIIIIIIIIIIIIIIII THERMOMETER PRESSURE GAUGE WALL CLEAN OUT TRENCH DRAIN (ID— FLOOR DRAIN, ROUND FLOOR DRAIN SAQUARE ROOF DRAIN OR OVERFLOW DRAIN OVERFLOW SCUPPER (E) CONNECT NEW TO EXISTING SHADED SIDE IS NEW WORK SECTION PLUMBING LINETYPE LEGEND 0SW OIL AND SAND WASTE (BELOW SLAB/ GRADE) ID INDIRECT DRAIN GV GAS VENT HBD HOSE BIBB DRAIN PLUMBING WITH. HEAT TRACE CW(E) HW(E) HWR(E) MOMMMO DOMESTIC COLD WATER (E) DOMESTIC HOT WATER (E) DOMESTIC HOT WATER RETURN (E) PLUMBING DEMOLITION MPG(E) MEDIUM PRESSURE GAS LINE G(E) NATURAL GAS, PROPANE (E) - PLUMBING EQUIPMENT (E) - PLUMBING EQUPMENT ON ROOF • - CONDENSATE DRAIN (E) OVERFLOW LEADER (E) RAINWATER LEADER (E) SANITARY SEWER (E) GREASE WASTE LINE (E) SANITARY VENT (E) SUFFIX (E) IN . CONJUNCTION WITH LIGHTER SHADING INDICATES EXISTING PIPE OR EQUIPMENT. (TYPICAL OF ALL EQUIPMENT AND PIPING). SS •SANITARY OR WASTE PIPING ABOVE SLAB SS SANITARY OR WASTE PIPING BELOW SLAB COLD WATER PIPING . HOT WATER PIPING CD CONDENSATE DRAIN GW GREASE. WASTE: FW FILTERED •COLD WATER MPG MEDIUM PRESSURE GAS LINE G NATURAL GAS, PROPANE V SANITARY VENT GW GREASE WASTE PIPING BELOW SLAB OZ • OZONE WATER CD(E) OFL(E) RWL(E) SS(E) GW(E) V(E) DRAWING INDEX P0.1 PLUMBING COVER SHEET P0.2 SCHEDULES SHEET P0.3 PLUMBING DETAILS SHEET P1.0 WASTE AND VENT PLAN P2.0 HOT AND COLD WATER PLAN P3.0 GAS PLAN GENERAL NOTES THESE DRAWINGS HAVE BEEN DEVELOPED FROM AVAILABLE ORIGINAL DRAWINGS AND RECORDS FURNISHED BY . THE OWNER. MATERIALS , DIMENSIONS, ROUGH PATTERNS AND THE LIKE ARE INTERPRETATIONS OF THOSE RECORDS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING WITH THE WORK. (REMODEL ONLY) PRIOR TO BIDDING, OBTAIN A COPY OF THE SPECIFICATIONS AND PLANS, VISIT THE JOB SITE, TAKE ALL NECESSARY MEASUREMENTS, NOTE EXISTING CONDITIONS, AND GATHER ALL OTHER INFORMATION. NEEDED FOR AN ACCURATE BID. ALLOWANCES WILL NOT BE MADE FOR EXTRA COSTS RESULTING FROM FAILURE TO NOTE EXISTING CONDITIONS. MECHANICAL EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO PIPING, CONTROLS AND AIR CONDITIONING SYSTEMS. (REMODEL ONLY) BECAUSE OF THE NATURE AND THE SCALE OF THE DRAWINGS, CERTAIN BASIC PLUMBING ITEMS SUCH AS UNIONS, FITTINGS, ELBOWS, ETC. MAY NOT BE SHOWN. WHERE SUCH ITEMS ARE REQUIRED BY OTHER SECTIONS OF THE SPECIFICATIONS, OR WHERE THEY ARE REQUIRED BY THE NATURE OF THE WORK OR BY CODES AND REGULATIONS. THEY SHALL BE FURNISHED AT NO ADDITIONAL COST TO THE OWNER. THE DRAWINGS INDICATE GENERAL LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK AND SIMILAR. THE EXACT LOCATION IS TO BE DETERMINED BY THE CONTRACTOR TO BEST FIT THE LAYOUT OF THE JOB. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, LAWS, OR ORDINANCES OF THE STATE AND ALL COUNTY AND LOCAL CODES, CITY LAWS OR ORDINANCES. INCLUDING ALL STATE OR LOCAL BOARD OF HEALTH, FEDERAL AND STATE ENVIRONMENTAL PROTECTION REGULATIONS, STATE ENERGY CODES AND UTILITY REGULATORY AGENCIES. WHERE PIPING, AND OTHER PLUMBING APPURTENANCES PASS THROUGH FIRE PARTITIONS, FIRE WALLS, OR FLOORS, INSTALL A FIRE STOP THAT PROVIDES AN EFFECTIVE BARRIER AGAINST THE SPREAD OF FIRE, SMOKE AND GASES. FIRE STOP MATERIAL SHALL BE PACKED TIGHT AND COMPLETELY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. FLOOR, EXTERIOR WALL AND ROOF SEALS SHALL ALSO BE MADE WATERTIGHT. ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND DIRECT AS POSSIBLE. FORM RIGHT ANGLE AND PARALLEL LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTITIONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO .FOLLOW WALLS AND AVOID INTERFERENCE WITH 'OTHER MECHANICAL ITEMS. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER; SPACE THEM AT A DISTANCE THAT PERMITS ACCESS FOR SERVICING VALVES. FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, SHORT SWEEP 1/4 BENDS, OR COMBINATION WYE AND 1/8 BENDS; USE SANITARY TEE BRANCHES ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO STACKS. LAY ALL PIPING TRUE TO LINE AND GRADE, FIT ENDS TOGETHER, MATCH SO THAT SEWER OR DRAIN WILL HAVE SMOOTH AND UNIFORM INSERT. FOLLOW LOCATIONS AND ELEVATIONS AT SITE. AS THE PIPE LAYING PROGRESSES, CLEAR PIPE INTERIOR OF CEMENT, DIRT AND OTHER FOREIGN MATERIALS. DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE PLUGS OR COVERS FOR OPEN ENDS OF PIPES OR DRAINS. INSULATE ALL RAIN WATER LEADER AND CONDENSATE DRAIN PIPING LOCATED INSIDE THE BUILDING. 10. CROSS SECTIONAL AREA OF VENTS THRU ROOF SHALL NOT BE LESS THAN LARGEST REQUIRED BUILDING SEWER. 11. PROVIDE CLEANOUTS ON ALL BRANCHES OVER 5' -0 ". 12. COORDINATE SIZE AND LOCATION OF METER, INCOMING WATER AND SEWER LINES WITH LOCAL UTILITY AGENCIES. NOTIFY OWNER'S REPRESENTATIVE OF THE UTILITY HOOKUP FEES OR ASSESSMENT COST AS SOON AS THEY CAN BE DETERMINED. NOTIFY OWNER'S REPRESENTATIVE AT ONCE IF PUBLIC SEWER OR WATER SERVICE IS NOT AVAILABLE TO THE SITE. 13. LOCATE ALL PLUMBING VENTS A MIN. OF 10' HORIZONTAL OR MIN. 3' ABOVE MECHANICAL AIR INTAKES AND AIR COND. UNITS AND HOOD MAKE UP AIR BLOWER. 14. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND STANDARDS, INCLUDING UBC, UPC, NFPA. 15. PROVIDE SEAL BETWEEN WALLS AND PLUMBING FIXTURES AS PER HEALTH DISTRICT REQUIREMENTS. 16. COLD. AND HOT WATER SUPPLY PIPING SIZES FOR FIXTURE CONNECTIONS .ARE NOT SHOWN ON PLANS. SEE FIXTURE SCHEDULE FOR CONNECTION SIZES. • 17. INSTALL ALL OVERHEAD PIPING AS CLOSE TO THE STRUCTURE AS POSSIBLE, OR AS DETAILED OTHERWISE. 18. LOCATE AND LABEL ALL VALVES FOR SERVICE ACCESSIBILITY. VALVES INSTALLED ABOVE CEILINGS SHALL BE ACCESSIBLE THRU CEILING. SEE DRAWINGS FOR LOCATIONS. 19. COORDINATE INSTALLATION WITH THE WORK OF OTHER TRADES PRIOR TO STARTING. IN THE EVENT THAT CONFLICTS ARE FOUND WITH THE WORK OF THE OTHER TRADES, BRING ALL SUCH CONFLICTS TO THE ARCHITECT'S ATTENTION FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK IN THAT AREA. DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS SHALL BE CORRECTED AT NO ADDITIONAL EXPENSE TO THE OWNER. IMMEDIATELY NOTIFY THE ARCHITECT OF CONDITIONS IN CONFLICT WITH THE PLANS. 20. PROVIDE PIPING EQUIPMENT AND MATERIALS IN ACCORDANCE WITH APPLICABLE PLUMBING CODE REGULATIONS AND STANDARDS, AUTHORITIES HAVING JURISDICTION, OR AS OTHERWISE RECOMMENDED OR DIRECTED BY MANUFACTURERS. 21. COORDINATE INSTALLATION OF ALL PIPING BELOW GRADE WITH SITE COMPONENTS AND OTHER SYSTEM INSTALLATIONS. 2 COORDINATE ALL FIXTURES, EQUIPMENT AND ROUGH -IN CONNECTION LOCATIONS AND SIZES WITH ARCHITECTURAL DRAWINGS, OWNER AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 23. ALL PIPING SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS UNLESS NOTED OTHERWISE. ALL WALLS WHERE IN WHICH WATER OR WASTE LINES ARE INSTALLED MUST BE PATCHED TO MATCH EXISTING AFTER LINES ARE INSTALLED. 24. OBTAIN AND PAY FOR ALL NECESSARY PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. 25. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. 26. ALL FLOORS SHALL SLOPE TOWARDS THE FLOOR DRAINS PER SECTION 411.2 .1 OF 2006 UPC NADEL RETAIL 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 WIRES 30/21/2010 ,.rt>„o ambers • mechanical building systems engineering 818.735.55511 l 818.735,5554 f 31332 da cd as, Butte 112 resUd a Iag4 ca 91362 CONSULTAN 1 - I -_I ‘Ori `t O I-- Iw— z CI z cn CO WQ CD t D <" 1— S LIMO 14 CI: Y CO D LOA co iso o-or H.D. SUBMITTAL: 01 -04 -10 RECEIVED MAR 312010 PERMIT CENTER SEPARATE _ PERMIT AND APRRAVM DRAWING TITLE: REVISIONS: \02.05.1 CA Z\03.01.19 0 A A 0 A _ 0 0 � DATE JOB NO. 00 -00 -00 09293 SHEET NUMBER P -0.1 B.D. SUBMITTAL: 01 -21 -10 REEM-REDIBMITTA 02 -00 -10 PLUMBI\G FIXTURE SCHEDULE CONTRACTOR FURNISHED CONTRACTOR INSTALLED FIXTURE TRIM CONNECTIONS REMARKS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW W V FD -1 FLOOR DRAIN (ROUND) JAY R. SMITH 2005Y ROUND CAST IRON STANDARD - — — — — 2" 2" FURNISH WITH TRAP PRIMER CONNECTION FD -2 FLOOR DRAIN JAY R. SMITH 2270H MEDIUM DUTY CAST. IRON STANDARD — — — - — 2" 2" HINGED GRATE WITH SEDIMENT BUCKET AND TRAPRIMER CONNECTION FD -3 FLOOR DRAIN JAY R. SMITH 2240HB MEDIUM DUTY CAST IRON STANDARD — — — — — 3" 2" HINGED GRATE WITH SEBINENT BUCKET AND TRAP PRIMER CONNECTION. FS -1 FLOOR SINK JAY R. SMITH 3100Y — CAST IRON WHITE — — — — — — — ACID RESISTANT, DOME STRAINER, AND HALF GRATE HB -1 HOSE BIBB (NON—FREEZE) NON— FREEZE WOODFORD HCB67 WALL HYDRANT _ _ - — — 3/4" 3/4" — — AUTOMATIC DRAINING FREEZELESS WALL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. RECESSED HOSE BIBB. HB -2 HOSE BIBB WOODFORD 24 WALL FAUCET — — — — - 3/4" - — — FURNISH WITH METAL WHEELHANDLE AND THREADED VACUUM BREAKER HB -3 HOSE BIBB (NON— FREEZE) ACORN 8156 WALL HYDRANT — — — — 2 3/4 3/4 — — AUTOMATIC DRAINING FREEZELESS WALL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. RECESSED HOSE BIBB. LAV -1 ADA LAVATORY (WALL —MTD) KOHLER K- 2005 WALL MOUNT VITREOUS CHINA WHITE FAUCET CHICAGO 404 -317CP 1/2" 1/2" 1 -1/2" 1 -1/2" SEE ARCH. DWG'S FOR MOUNTING HEIGHT. FURNISH SINK AND FAUCET WITH 8" CENTERS. FURNISH FAUCET WITH WRIST BLADES. PROVIDE CARRIER. MXV-1 THERMOSTATIC MIXING VALVE LEONARD 220 THERMOSTATIC — — — — - 1 /2" 1 /2" - - SET FOR 110 D EGREES F. RP -1 RECIRCULATION PUMP GRUNDFOS UP- 15 -42SF - _ _ — — — — _ — _ 1/25 HP, 115V, 1PH, 60HZ MS -1 MOP SINK FIAT MSB -2424 FLOOR — WHITE FAUCET FIAT 830 —AA 1/2" 1/2" 3" 2" PROVIDE HOSE' WITH BRACKET #832 —AA, MOP HANGER #889 —CC, AND VINYL RIM GUARD #E -77 —AA TD -1 TRENCH DRAIN JAY R. SMITH 9816 PRE— SLOPED SECTIONS FIBERGLASS — — _ — — — — 3" 2" 1 SECTION WITH DUCTILE IRON GATE AND TRAP PRMIMER CONNECTION TD -2 TRENCH DRAIN JAY R. SMITH 9816 PRE— SLOPED SECTIONS FIBERGLASS — - — — — — 3" 2" 1 -1/2 SECTIONS WITH DUCTILE IRON GATE AND TRAP PRMIMER CONNECTION TD -3 TRENCH DRAIN JAY R. SMITH 9816 PRE—SLOPED SECTIONS FIBERGLASS — — — — — — 3" 2" 3 DEEP WELL SECTIONS WITH DUCTILE IRON GRATE, WITH INTERNAL STRAINER 12FT. LONG TOTAL MIN. 8" DEEP. AND TRAP PRIMFR CONNECTION WITH ACCFS PANFI. TP -1 TRAP PRIMER PPP PR -500 PRIME—RITE PRESSURE ACTIVATED STANDARD — - - — — - 1/2" — . U: a �. , _ ,7 _ WALL MTD - �.. q, v • E I ► •I S. = . . p_ ROYAL 1:0— _ _ �» WALL MOUNTED, TOP SPUD WITH BLOW -OUT FLUSH ACTION. PROVIDE WITH 1.0 GPF EXPOSED CHROME PLATED FLUSH AL■ 1TI 01 ) 1 S +E • £ L. WC-1 WATER CLOSET (FLOOR -MTD) KOHLER _ K 4302 FLOOR MTD FLUSH VALVE PORCELAIN WHITE FLUSH VALVE SLOAN ROYAL 111 » 1-1/2 - » 4 2 „ TOP SPUD. PROVIDE WITH CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL, ELONGATED OPEN FRONT SEAT. WC -2 ADA WATER CLOSET (FLOOR —MTD) KOHLER K -4368 FLOOR MTD FLUSH VALVE PORCELAIN WHITE FLUSH VALVE SLOAN ROYAL 111 » 1 -1/2 _ » 4 » 2 TOP SPUD. PROVIDE WITH CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL, ELONGATED OPEN FRONT SEAT. (WH -1 WATER HEATER RHEEM ES50 — 54G • TYPE —! — — = 2" 2" — — 100 GALLON, 54 KW INPUT, 3PHASE,480 VOLTS, OUTLET TEMP. SET ID 120 DEGREES. INSTALL XP -1. XP -1 EXPANSION TANK AMTROL ST25V — — — — — — — 1" — XP -2 EXPANSION TANK AMTROL ST12V — - _ — - - _ 3/4" - XP -3 EXPANSION TANK AMTROL ST5V — - - - — _ _ 3/4" — WTH -6 WATER HEATER RHEEM EG SP2 ELECTR TYPEIC — — - — - 3/4" 3/4" . — — 76 GALLONS, 15 KW IMPUT, 480 VOLTS, 3 PHASE, RECOVERY OF 242 OF 242 G.P.H. AT 80 DEGREE RISE 6" TYPE B FLUE. SET OUTLET TEMP TO 120 DEGREES. INSTALL XP -2 WH -3 -5 WATER HEATER RHEEM E550 -12G ELECTRIC TYPE — — — — _ 1 -1 4 / 1 -1 4 / — - 50 GALLONS, 15 KW IMPUT, 480 VOLTS, 3 PHASE, RECOVERY OF 78 G.P.H. AT 80 DEGREE RISE. SET OUTLET TEMP TO 120 DEGREES. INSTALL XP -2 WH -4 WATER HEATER TAKAGI MOBIUS T -M50 NON STORAGE lNSTAt FRE S _ _ — — — 1 -1/4" 1 -1/4" - — WALL MOUNTED INSTANTANEOUS TYPE 6.8 G.P.M. AT 90 DEGREE RISE WITH TAKAGI FLUE KIT. INSTALL PER MANUFACTURES INSTRUCTIONS. INSTALL XP -2 BFP -1 REDUCED PRESSURE PRINCIPLE WILKINS 575 3" — — — - — — — — — — INSTALL PER WATER DISTRICT STANDARDS BFP -2 BACKFLOW PREVENTER WILKINS 575 3/4" _ _ - — _ 1 -1 /2 _ _ _ ROUTE AIR GAP FITTING DISCHARGE TO FLOOR SINK BFP -3 PREVENTER WILKINS 575 » 1-1/2" 2 _ - _ _ - 1 -1/2" — — — ROUTE AIR GAP FITTING DISCHARGE TO FLOOR SINK PRV -1 PRESSURE REGULATOR 500 YSBR 3" — — - — — - _ — - _ SET OUTLET PRESSURE AT 75 P.S.I. WATER FIXTURE UNIT SCHEDULE FIXTURE WSFU - FLUSH VALVE TENANT FIXTURE QUANTITY EACH FIXTURE TOTAL TENANT TOTAL GPM MARKET FC -1 FISH CLEANING MACHINE PRC SCM -4 — - MEAT PREP 3 —COMP SINK 4 2 8 _ - (PER FAUCET) HS -1 HAND SINK GSW HS -1217W — 1 STAINLESS STEEL HAND SINK 2 2 4 1/2" 1/2" KITCHEN & PREP 3 —COMP SINK 1 2 2 HOSIYAKI F- 1500MAH AIR COOLED HAND SINK 1 2 2 HF —H TWIN 1" — TABLE SINK 2 2 4 LOBSTER TANK - — STEAMER 1 0.5 0.5 _ _ FISH DEPARTMENT 3 —COMP SINK 1 2 2 OZ -1 OZONE MACHINE ECO -SAFE HAND SINK 2 2 4 — — — SHRIMP SINK 6 2 12 INDIRECT DRAIN TO NEAREST RECEPTOR S -1 3 COMPARTMENT SINK (PER FAUCET) SH20243D STAINLESS STEEL - FAUCET T &S FISH SINK 6 2 12 - PREP SINKS TO DRAIN INDIRECTLY TO FLOOR SINK.. POT & UTENSIL SINKS TO DRAIN DIRECTLY TO WASTE S -2 (PER FAUCET) — — — STAINLESS STEEL — FAUCET 2 —BAY SINK 2 2 4 2" » 2 DIRECT WASTE (PER FAUCET) WORK TABLE PREP SINK — — — STAINLESS STEEL — ICE MACHINE 1 0.5 0.5 3/4" - — FISH CLEANER 1 2 2 — — PRODUCE PREP 3 -COMP SINK 1 2 2 3/4" 3/4" — HAND SINK 1 2 2 - - - PREP SINK 2 2 4 B -0290 3/4" RESTROOMS & UTILITY WATER CLOSET — FV 2 5 10 THAWING SINK - — LAVATORY 2 1 2 T &S B -0290 133X 3/4 3/4" MOP SINK 1 3 3 - RINSE SINK HOSE BIBBS 1st HOSE BIBB 1 2.5 2.5 (ESTIMATE) EACH ADDITIONAL 7 1 7 D 'E ' A E To FLIO' DF -1 ELECTRIC WATER _COOLER HAWS HWUACO8LSS 89.5 ,BRUSHED STERLING' VINYL COATING MARKET. TOTAL — — - 3/4 89.5 110 GPM PLUMBING FIXTURE SCHEDULE OWNER FURNISHED CONTRACTOR INSTALLED FIXTURE TRIM CONNECTIONS REMARKS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW W V FC -1 FISH CLEANING MACHINE PRC SCM -4 — - — _ — _ _ _ - HS -1 HAND SINK GSW HS -1217W — 1 STAINLESS STEEL — - - — 1/2" 1/2" 1 -1/2" 1 -1/2" FAUCET AND BASKET DRAIN INCLUDED IM -1 ICE MACHINE HOSIYAKI F- 1500MAH AIR COOLED — — FILTER SYSTEM HOSHIYAKI HF —H TWIN 1" — — — INSTALL 1" APPROVED TYPE BACKFLOW PREVENTOR — PER CODE — AS REQUIRED LT -1 LOBSTER TANK - — — - _ - _ _ 1" OZ -1 OZONE MACHINE ECO -SAFE — — — — — — — 2" — - - INDIRECT DRAIN TO NEAREST RECEPTOR S -1 3 COMPARTMENT SINK GSW SH20243D STAINLESS STEEL - FAUCET T &S B -0290 3/4" 3/4" — - PREP SINKS TO DRAIN INDIRECTLY TO FLOOR SINK.. POT & UTENSIL SINKS TO DRAIN DIRECTLY TO WASTE S -2 WORK TABLE SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3 " / 4 2" » 2 DIRECT WASTE WORK TABLE PREP SINK — — — STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" - — INDIRECT WASTE TO FLOOR SINK S -4 THAWING SINK - — — STAINLESS STEEL - FAUCET T &S B -0290 133X 3/4" 3/4" — - SINK REQUIRES 8 FAUCETS INDIRECT WASTE TO FLOOR SINK S -5 2 COMPARTMENT SINK - - - STAINLESS STEEL — FAUCET T &S B -0290 3/4" 3/4" — — SINK REQUIRES 2 FAUCETS INDIRECT WASTE TO FLOOR SINK S -6 THAWING SINK - — _ STAINLESS STEEL - FAUCET T &S B -0290 133X 3/4 3/4" 3/4" 3/4 _ — SINK REQUIRES 6 FAUCETS INDIRECT WASTE TO FLOOR SINK - RINSE SINK STEEL D 'E ' A E To FLIO' DF -1 ELECTRIC WATER _COOLER HAWS HWUACO8LSS DOUBLE HI -LOW ,BRUSHED STERLING' VINYL COATING — — — - 3/4 - 1-1/2" 1 -1/2 1 1/5" HP /120 V., LOWER SPOUT +36" A.F.F., UPPER SPOUT +42" A.F.F. WATER CALCULATIONS DESIGNED PER 2006 UPC AVAILABLE WATER PRESSURE(619)(420- 1413) PRESSURE LOSS ACROSS METER BACKFLOW PREVENTOR LOSS 3 ©110 GPM PRESSURE REDUCING VALVE 3" STATIC PRESSURE LOSS (ELEVATION) (10' -0" X .43) MINIMUM PRESSURE AT LAST FIXTURE (FLUSH) VALVE 20 PSI TOTAL PRESSURE AVAILABLE 27 PSI DISTANCE TO LAST FIXTURE 400 FT EQUIVALENT DISTANCE IN FEET(10 %) FITTINGS 440 FT GALLONS PER MINUTE (GPM)(276 F.U.)FLUSH VLV. 110 GPM METER SIZE 2" (E) ALLOWABLE PRESSURE 27 x 100' 6.1 PSI LOSS / 100 FT. 440 EQ. FT. 55 PSI 0 PSI 5 PSI N/A PSI 3 PSI NOTE: REFER TO ARHITECTS TENANT SPACE PLANS FOR EQUIPMENT LIST AND SCHEDULES. ALL TENANTS IMPROVEMENT SHALL BE INCLUDED IN THIS SCOPE OF WORK. GAS RPESSRE FALATORS (5P S. TAG INLET @ 2PSI LOAD TOTAL CFH INLET SIZE OUTLET SIZE ORIFICE. SIZE SPRING COLOR LOCATION MODEL GPR -1 1715 2» 3" GREEN SIDE OF BLDG. 143 -80 ALL REGULATOR SHALL BE I N VEN SYS OR EQUAL NHDEL RETAIL 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 WIRES 3o /21/2010 =salting anglessrs mechanical banding systems engineering 818.731 1 81834 t 31332 ,ria canna, suits 112 westicks ca 91382 CONSULTANT: -'z o LLJ z z cn wQ �< o--I U w a 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. RECEIVED MAR 312010 PERMIT CENTER SEPARATE PERMIT AND nQCCanval H.D. SUBMITTAL: 01 -04 -10 B.Q. SUBMITTAL: 01 -21 -10 RME`D3MITTAL 02 -00 -10 DRAWING TITLE: REVISIONS: n02.05.1(y\ A03.01.19/\ 003.24.1 A A DATE JOB NO. 00 00 -00 09293 SHEET NUMBER P -0.2 4 OMIT CHAMFER WHEN NEXT TO STRUCTURE r-1 • . . • • a!' WATER TIGHT LINKSEAL TOP OF SLAB 18" SQUARE 6" DEEP CONCRETE PAD CORE OR SAND CUT SLAB AS REQUIRED SAND MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET NOM. SIZE THRU. 1" 1 1-1/4 1-1/2 2 2-1/2 3 STORE EQUIPMENT 4 3-1/2" 13 PIPE 7 FT. 7 7 9 10 11 12 14 TUBING • 5 FT. 6 7 8 8 9 10 12 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE ADJUSTABLE CLEVIS HANGER HANGER ROD, ATTACH TO STRUCTURE ADD SEISMIC BRACING AS REQUIRED 1/2" DIA. HANER RODS WITH 36" MAX. SPACING ON EACH CHANNEL 1-1/2" 12 GAGE ANGLE CHANNEL OR 2"x2"x1/2" f-1" MAX SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAD STORE EQUIPMENT TERMINATE DRAIN OVER FS W/ 1" AIR GAP FINISHED FLOOR STORE EQUIPMENT '=Z:E2=2:2:EZ:ZZ-2:2= SPUT GRATE WITH FRONT EXPOSED TO VIEW rn FLOOR SINK DOME STRAINER WASTE PIPE ROOFING HEIGHT PER LOCAL CODE 12" MIN. TERMINATE 10'-0" FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW. 2'-0 " MIN. FROM ANY WALL OR STRUCTURE. SEALANT COUNTER FLASHING SLEEVE SEAMLESS LEAD FLASHING STEEL REINFORCED BOOT HOT MOP 10" SKIRT ROOF CONSTRUCTION, S.A.D., AND S.S.D. VENT PIPE, SEE PLANS P PE T RJ SLAB 0\ GRAD SCALE: NTS \GLE P PE A\GER DETA L SCALE: NTS FLOOR S LOCAT C\ SCALE: NTS VE T T ROOF DETAIL SCALE: NTS 4 AUTOMATIC AIR VENT (TYPICAL) CW SUPPLY S.O.V. (TYP.) THERMOMETER TIME CLOCK SUITABLE FOR OUTDOORS FULL SIZE IW TO FS WH-1 0 3/8 LAG SCREW TO WALL (TYP.) SECURE WATER HEATER TO WALLWITH 18 GAGE GALV. STRAP 1-1/2 HIDE AND 5/8" DIAMETER BY 3-1/2 LAG SCREWS EACH END. (TYPICAL FOR WATER HEATERS AND EXPANSION TANK) r HIGH LEG MINIMUM CHECK VALVE — HWR INSERTION TYPE AQUASTAT CIRCULATING PUMP GRUNDFOS ON TIME CLOCK PIPE SIZE (IN) MAX SUPPORT SPAN (FT) UP TO 1" 7 1-1/2" 9 2" TO 2-1/2" 10 3" •12 3-1/2" 13 4" 14 5" 16 SPAN SHALL BE GOVERNED BY SMALLEST PIPE REQUIREMENTS AS REQUIRED (TYP.) SUPER—STRUT ACCESSORIES ATTACH TO STRUCTURE WITH HANGER ROD MIN. 1/2» DIA. SUPER—STRUT PIPE CLAMP. (TYP. FOR MULTIPLE PIPES.) SEISMIC RESTRAINTS BY MECHANICAL CONTRACTOR THERMAL HANGER SHIELD OR ISOLATOR WHERE REQUIRED. SUPER—STRUT CHANNEL COMB. P&T RELIEF. VALVE THERMOMETER (N)GATE VALVE (TYP.) DIELECTRIC UNION (TYP.) 1"W.X20 GAUGE GALV. SHEET METAL STRAP BOLT TO WALL STUDS ND. TO EXTERIOR CODE AS REQUIRED 3'X3'X6" 18GA. GA SHEET METAL PAN 3/4"D. TO NOTE 0 UP TO PIPING BELOW CLG. 2"HW---11 11-3/4"11WR IMMERSION TYPE THERMOSTAT TIME CLOCK NOTE: ALL SINKS AND LAVATORIES IN FOOD FACILITY AREAS, SHALL BE SUPPLIED WITH A MINIMUM OF 120 DEG. F. HOT WATER IN LINE ALL BRONZE CONST. 1/6 H.P./120V./SINGLE PHASE W/BAG. PUMP HANGERS. 7- (N)3/4" (N)CH.V. (N)HOSE BIBB (N)U. (E)FLOOR XP EXPANSION TANK ALL HOT & COLD WATER SUPPLY AND RETURN PIPING TO BE INSULATED WITH SNAP–ON FIBERGLASS INSULATION WITH STAPLED CANVAS JACKET. SIZES: 1/2" TO 1" PIPE = 1" THICK 1 1/4" TO 6'' PIPE = 1 1/2" THICK K = 0.27 BTUH OR LESS 1/8" STEEL PLATE (4)1/4" ANGLE IRON LEGS 6" HIGH WELD TO STEEL PLATE. WATER EAT , ThETA SCALE: NTS LT PL PIPE SPPORT DETAIL SCALE: NTS DON ESTIC OT WATER - EATER SCALE: NTS SUPPLY AND RETURN DUCT BY MECH CONTRACTOR SUPPLY AND RETURN DUCT BY MECH CONTRACTOR /—AIR CONDITIONING UNIT AC UNIT BY MECH. CONTRACTOR GAS COCK GAS PIPE DOWN THRU ROOF. ELECTRICAL DISCONNECT REDUCE PIPE AS NEEDED TO CONNECT TO UNIT ROOF CURB BY MECHANICAL CONTRACTOR ROOF DRIP LEG GAS PIPE RE: PLANS FOR SIZES AND ROUTING SECURE TO STRUCTURE PER SMACNA 12" LONG BRAIDED FLEXIBLE • CONNECTION WITH CLAMPS FLEXIBLE CONNECTOR TO BE USTED FOR OUTDOOR USE. OPEN AIR VENT 6" MIN. AIR CONDITIONING UNIT BY MECHANICAL CONTTACTOR ROOF PRE — FABRICATED CURB BY OTHERS CAP FOR FUTURE TENANT USE. TOP OF SLAB CONDRETE PAD 3/16" X 1-1/4" X 10 LONG PLATE AND 3/8* GALV. THREADED ROD. " KIN — LINE" NO. 293 OR EQUAL AT 10-0" OC. • 1 • • 4 • • 1 • • • • • • • • •. III III III II I III UHHIHHIH GALV. CLEVIS HANGER HANG AT 10'-00.C. • • • • • DISTANCE VARIES WITH r7/—SLOPEOFPIPE ROOF TOP GAS PIP \G DETA L SCALE: NTS 8 ROOF TOP CO\DE\SATE DRAI\ ETA L SCALE: NTS U\DER GROLAD P PE SUPPORT DETAIL SCALE: NTS 10' '010- Ofq AP PEMRAMRIT3C1E2NTR 1E RECEIVED 414 SEPARREATCEE ERMIT AND PPROVAL 2nd H.u.oubiMITTAL:.12-00-10 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 1 1 1 4 1 4 1 4 1 1 1 4 NODEI RETfill 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 ccesulthg engineers echanical blinding systems engineering 818.7315551 1 81&735.5554 f 31332 els cabs% suits 112 wettish. Awe, ca 91362 CONSULTANT: a 0 DRAWING TITLE: LL1 0 m.// ==) 0 LLi LLi (f) REVISIONS: 02.05.10A Z\03.01.19/\ • A .L\ A DATE 00 — 0 0 0 JOB NO. 09293 SHEET NUMBER P 0.3 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. . U. S U I i M I 1 1 AL: - - . . JUDIVII 1 1 ML. U 1-L 1- .u. JUDIVII I IAL: UL -UO- NODEI. RETHIL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: DRAWING TITLE: z a 0 IJ r a W 0 F- W 2 M CC NQ J � z 1,1•1 a 2 c 0 c u REVISIONS: AHEALTH DEPT. / A 1 COMMENTS C 2 n n n A c n n A A c DATE C 02 -09 -10 Al JOB NO. C 09293 SHEET NUMBER IN u A -1.3 c a /r/ <C. �// /' ,/ ; - r -=-� =a 7/. L �\ \ - - SUITE 150 FINISH SCHEDULE / ROOM ROOM NAME FLOOR WALLS CEILING FASCIA SOFFIT \\ / //// / \//4411k // // r Lti // I \ \ \ - - � _ __1 �i i /ki � 1� (-_..) SUB FINISH BASE MAT. FINISH MAT. FINISH MAT. FINISH MAT. FINISH / / �.\$ \\// / / (Dm 401 A �1J u O V J ,, § W V W J C t- V > 9 3 W pJ8 O . i V c 1 Ili T O a� V ` W in ei O t- V > o. ?- O - � Q V x . W 1 J O O W „ _Z J ° u. V ~ N i Q> J $ o: O A 1 1-- x W 1 J O O W J a z > O v Q n: U x W 1 J O O W ([�� 0.� n: >- U 1 W 1 J di O O W ■_ A______ A__ �A__.. 7 - - 7 - 7•____:•_ - - - __ - _ - - - - - - 7 -•1*7•7 - - _ - 7 _ _�_�_ -� �.� C_.1.72sL_t_J=4.73+ _1._l_J'__ . _7.:741•7•7•7•747•7•7•7 _ - - - 7v•11i•_ ->:'_ L_�__ C_) �L_L_��_ �_L_�t._!1_J�_ t S 11�.a / 1-.t 7 / / 1 / SALES ■ ► • ■ ' .� I ° / ql \ 0 c / \/\ c L I m ' I♦ , ►1 ♦ IA I. -i q .r1. A 1 1 / / SUITE % / 1 1 1 I I v I I- L r _1 1 1 . v ®�� 0 F.D. C/ -1 f 1 1 1 I F.D. UNI -SEX TOILET - p -w- - 'r-I F - - S - / / 150 150 -101 1 ! / ' 1,4265Q. FT. , TOTAL IA As. ( p 1 B ii44 C J A -60 7 r 11 I 1 ♦ N • V • ►4 101 SALES • • • • • • • • • • • • • • • / / / / 150-lO5 DDRRAIN 1 '� \ \ - / 5'i 102 SERVICE • • • • • • • • • • • • • • • SERVICE • 1 105 KITCHEN t PREP AREA • • • • • • I I 150 -102 - - ..• `____________A 1 1 J I �� - 104 DRY STORAGE • • • • • • 11 \ J 1 I I_ 11 1 1 105 UNI -SEX TOILET • • • • • • ° 21-2" 1 1. 51-2" \ / . I-I KITCHEN PREP AREA J L_ d NOTES: FOOD PREPARATIONS WORK AND STORAGE SHALL BE SEMI -GLOSS OR GLOSS ENAMEL. IN THE INTERIOR OF MARKET SHALL BE FINISHED SMOOTH WITH A STEEL TROWEL AND SEALED WITH A COMMERCIAL AND HARDENER TO APPROVED BY PUBLIC AGENCIES. - 7' 1 g I \ -' I- L J I. PAINTED GYPSUM BOARD AT ALL KITCHENS, 2. ALL EXPOSED CONCRETE SLAB FLOORS GADE SEALANT AND HARDENER. SEALER O [{;.4 150 -103 � DRY STORAGE ►���������� �- 16.el 1 - - ,- \ •`I / \ fl,1 J U 150 -104 \\ I SUITE 150 EQUIPMENT LIST I- 1 \ \ 1 �U l U F.S. • J EQUIP. NO. EQUIPMENT DESCRIPTION MANUFACTURER r- Al ■ • 3' 4 O NORTH I CASH WRAP LAMINATED FORMICA CABINET, , TEGHNO DISPLAY O5 v■ 4 35' -3° 34' -411 -6° 2' -IO' 2 GASH REGISTER SHARP ELECTRIC 3 DISPLAY CASE, DRY BAKERY, - i -1 -�/8 "x35 Y2'x4'7 -� /8" TRUE FOOD SERVICE, TGGD -Ti 0 F . O. 4" CO ' yy E 5 Q DISPLAY CA5E, REFRIGERATED, 7i -. /a "x55 /2 "x4-1 -7/8" TRUE FOOD SERVICE, TCGR -11 5 HAND SINK, 5/5, 1 -P5 -23 ADVANCE TABOO 6 TABLE /CABINET, PACKAGING, LAMINATED, FORMICA TECHNO DISPLAY COOLER, REFRIGERATOR, 10'-6"x"-P-0" ESC MODEL NO COOL SOLUTIONS ENLARGED SUITE 150 FLOOR PLAN SCALE 1 ' ' ' ' VISIPAP I/4 " =1' -O" 8 FRI =EZER, REACH -IN, G- SERIES, TRAULSEN (G12010), 2a -� /e_ _ _ _ - a OVEN RETAILER 4, REED OVEN- �� MODEL 5- 26xg2, 10 6x-1 5 xb I O Y2 REED OVER CO. < U /j \'\ � / /// \ `// / / - / / _ { _ I I - is �� - - � � , • \ i- W - /• , / 7 / -` \ I \ \ \ \ \ - - -r _ - . 10 HOOD, 5/5, 8'- O "x4' -O ", MODEL AH2O IN/MAKE-UP AIR AHSFq AMERICAN HOOD / / / „ // \/e , ±,' \ � / / \ / fr / / / // / / 1 \ \ - - �� -1 =4-7 11 RANGE, GAS, STOCK POT, 18"x20" JADE SUPREME, J5P 15 '-. \ 1 \ '�i I. 12 MIXER, HOBART, HL600, 60 QUART HOBART I / / I / i / / ,/ / / / / 31_611 / �.r.\. a . -A.�. \ / '�i 'i 15 MOP SINK, FLOOR MOUNT, 1E x20 x6 ADVANCE TABOO -T=4.7 x-74- / ____________________7r�- - --- -•_- - - -- -Z--.•_.: _____7____- - -. ---- --_-7- --- --- -• 14 SINK, 5-COMPARTMENT, 5/5 JIMEX CORP., 555 -28 / / SUITE \ WALL DISPLAY - a I 1L I 1 I 1 I I I \ 1 1 I ( 2' I I I I 31 -011 1- O - v a v 21 -0" i• 0 o 1 I I j j ei 1 1 \ -SEX �, • - - +41 ' \ /I \ / /\)/ 0 15 INDIRECT WASTE INTERCEPTOR, FLOOR SINK JAY R. SMITH MFG. CO. ' ^` I / / O FD. \\ \ 0 - .UNI TOILET it 41_8" - - -� , 4' -l0" F- - - L - - r I - 1 - ,� I 1 - _ - - (� - F.E / \ , -I -I5a -I � - T�- A!_t5 - V F.D. 16 WATER HEATER, TANKLE55, MOB I US T -M50 TAKAG I / 1,426 SQ. FT. / TOTAL u- / / ql / " >!7 150 -101 0 F.S. 17 \ - © -1 I I I m j LJ 51 -0" - \ I 11 � ►, ♦ 11 TABLE, FOOD, 4 VEGETABLE PREPARATION, 5/5 JIMEX CORP., 551-I8R OE.D F•5• ® d IS LOCKER, BOX STYLE, STD. GSA SHELVING // _ I/ - © I ©� I _ `1- 31'6" to 1 1 > I a I w I I I I 1 1 ■ ►1 7 I r 1 I_ X 150 -105 j1 4 v • DRAIN B0 Ici SHELVING, WIRE, I8 "Dx-12 "L METRO SHELVING / _ // -I - ®I `-t SERVICE 0 :, 20 SHELVING, CUSTOM, LAMINATED, FORMICA TECHNO DISPLAY 1 I I I 1 150 -102 KITCHEN PREP AREA \ _I m - - 21_2° 21 TABLE, BAKER'S, MAPLE TOP, 4'- O "x8' -O" -AMEX CORP. 0 0 �' i 31-0° I 1 I m 4i4i 1� 22 HOOD, 5/5, q'- O "x3' -O ", AH2OD, DIRECT DRIVE EXHAUST FAN, UL762 AMERICAN HOOD \ � I \\ 1 J ll �' 0 1 �►. 25 CABINET, COFFEE, w /GRANITE COUNTER TOP TECHNO DISPLAY -I - _ co m '- �` 0 DRY STORAGE TABLE DISPLAY = 23'-3" ♦ TABLE DISPLAY \ L J \ 31 -0° w z / 0 24 CABINET, TRAY, w /GRANITE COUNTER TOP TEGHNO DISPLAY in 51 -0" 0 ® ® \ 150 -103 150 -104 ����� ��. FLOOR PLAN NOTES p - - - 1 1.1 � � . '/ . \ - - \ \ / - - - J� r �--- ED / O m ~� ; ,II /`'l h': r ■ 1' \ / ` / I 1 I I � BE ADVISED THAT THE NEW WASHINGTON COMMERCIAL REFRIGERATION REQUIRES r E,- R1.�ERATIvN , O HOLD I. PROVIDE (2) ACCESSIBLE GHEGKSTANDS. GHEGKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 361" AISLE ON CUSTOMER SIDE OF THE CHECKSTAND 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 CHECKSTANDS 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". SEG.:3103A(c)2G(III). 3. WHERE "QUICK" CHECKSTAND(5) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. 3103A(c)2G(I I U. I) 4. PROVIDE STAINLESS STEEL DOVER ® BACK OF HOODS and OVENS WHERE CERAMIC TILE DOES NOT OCCUR. FILED VERIFY W/ OWNER'S REPRESENTATIVES; FULL HEIGHT X WIDTH OF HOOD, TYP. 5. REFER TO ROOM FINISH SCHEDULE, SHEET A -1.0 FOR MORE NFORMATION 6. PROVIDE STAINLESS STEEL METAL CLOSURE STRIPS ® ALL CASE and WALL INTERSECTIONS - TYP. - • ACCESSIBLE COUNTER MIN. 36° LONG AND NO MORE THAN 28" TO 34" ABOVE FINIC,HCD FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 11228.4. 8. GENERAL CONTRACTOR TO HIRE REFRIG /MEGH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. q ALIGN ALL FINISHES SEAL ALL GAPS. IO, WHERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE "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. 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. LOCATIONS OF UNDERGROUND TRENCHES FOR 14. SEE ELECTRICAL DRAWINGS FOR SIZES and LOG ELECTRICAL CONDUITS, FLOOR DUCTS, and STUB UPS; WALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC., and ADD. MISG. 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 an DETAILS. d I6. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB COOLER and FREEZER BOXES WITH THE MANUFACTURER, PRIOR TO FORMING and POURING THE CONCRETE CURBS. I-1. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB GA5E5, TUBS and OTHER FIXTURES, PRIOR TO BEGINNING THE CONSTRUCTION. PROVIDE FURRING, STUB UPS, OUTLETS, WATER and RAIN IPES PER MANUFACTURER'S REQUIREMENTS. 18. 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. lg. MECHANICAL and REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF REFRIGERATION and SEE HANI AL RIG ELECTRICAL CENTERS. 20. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL SUB - CONTRACTORS TO ENSURE THAT THE LOCATION OF ALL VERTICAL PIPES 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 DWGS. 25. REFER TO ELECTRICAL DWGS. 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 101 1.5. REFER TO SHT. Al DOOR TYPES K, (SIM.) 26. FOOD PREP AREA WALLS TO BE CONSTRUCTED ON CONC. CURBS REFER TO DETAIL 5 /A6.I, U.N.O. A 2"i. 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 DAIL q /A60 AND MEHANICAL DS FOR MRE INFROMATION■ blo-oiq \ \ \ / / / • Ov 1U � � V 0 l�U WALL DISPLAY � FOOD AT 41 DEGREES FAHRENHEIT OR BELOW /!l !DOWN FROM 43 DEGREES) F.S. �, , -O 1NG OUNTY REQUIRED PLAN BE AVAILABLE INSPECTION. NORTH APPROVED SUBJECT TO ORDINANCE 13 2010 �__ ' ♦♦♦ = 4 41111 CHANGES WITHOUT DEPARTMENT APPROVAL BE i A xi IS APPUCANT TO THAT INSPECTION BYTHE HEALTH DEPARTMENT PRIOR TO OPERATION. SET IS REQUIRED ON SITE DURING NO MADE { WILL HEALTH II! FEB 1N E Public Health - Seattle • GI .8 �5 ENLARGED SUITE 150 FIXTURE PLAN SCALE 1/4 "=1'-O° /r/ / / / \ / �- - ,� U Lii ;i -� _ _ - • _ - L_ ` ��' / / L 1I I/\I V I HOT WATER GENERATION AND I DISTRIBUTION SYSTEMS SHALL BE THE PEAK HOT \I/�I \ \ \ \ \\ ,i • / Al El a a a a a a, r v b SUFFICIENT TO MEET LNATER DEMANDS THROUGHOUT THE ESTABLISHMENT. / +1ui4fipr a ail a a a - - \ \ \ \ -� •-�- - - • �4 7 \ \ _, l��l SI/ `� ! �l F '�1 L \�. +�7 �� )FOOD \ + + / -I/k a \/ I,A / ,I / '- _ •� 1 -• ;J Wil �� � PLUMBING SYSTEMS SHALL BE DESIGNED, ONSTRUCTEDANDINSTALLED ACCORDING TO LAW {APPLICABLE LOCAL, REGULATIONS AND ORDINANCES). y�� �✓ = _______-'___7•7•7•7•7•7•7•7 E •_•_•_�_�_� �� • - -_� - �_�_�_�_ 1C ..._�_._•_� 7 ..._�_4 ________�7:74.7.1.725.:.7. •_•_._7 -• / / / \ / N / x / N / \ \ \ • / / / \ - \ 2_87 - _- + r' -i - - -- -- I-471:741•747•7•7•7 !2_ t._.1 _ 1-_11 =EMT ____- �_�_�_•_•_�_�_�_._� �� �__1__ -��- - 4.7 _ L) - -�'- 74 L,,,,J.._ - -7 - -- 4. 1/,_: L_1,_J --� -• - - 7� +10 -O $ AFF - -1 ►1 \ \ \ \ \ \ / / / - -/ - / _ - . _ ► , , 1--9 (' x ./ \ , - _ ' ►� '_� ♦ 14:11:41:1 ® \ / / \ / \ \ / \ N 0 \ I a 1 \ I +-11_11 1 ■ �- 1 r�, • �� _ ':' �/ / r '� \ \� • • - _ „ '" FE, of --- • • • • ... • : •: •. • 'AN Alli : • : ________ .:::: ; Nillik _I3� ■ ►1 .. • j• Ill WAREWASHING /DISHWASHING SINK i COMPARTMENTS SHALL BE LARGE +I I' -O" -0- II 2 -0 / / ' �: \ N '" $• DRAIN BD ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. DRAINBOARDS, UTENSIL RACKS, OR I TABLES LARGE ENCUGH TO ODATE ALL SOILED AND CLEANED r ITEMS SHALL BE PROVIDED FOR i NECESSARY UTENSIL HOLDING ...BEFORE CLEANING AND AFTER SANITIZING. :::: : : ::::: ; �" - - - :::: -O" • ••• : :-f 1 I • �1 +q -O AFF $ -El) : ° �� • ::: �. ::.: I -1 f- ::: : I E ::::: :. �I� * 1 I _ I1._ _,, , _ ' - +I I' -0" �' -0" 1 AFF • 0 ` • - - - «- +I . _�'■■aaaaaa�aaal.____________�. :: :.:: • • _ - -- AFF A I I 1 1 I 1 1 1 I +10' ►�- • ►• 2 -0 1 �,,3 �O 1 „ 5 -0 AFF I. \ / \ / $ I - I / -� - • -' • _ - LJ $ r I LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER `POSSESSIONS. AFF FF I - -1 ♦����� � 'PA 6.1- _ . :. : \ I.-, _ ::\ ... :: ; :: :: I 1 � \ \ \ - �-- 1 J ll �1 \ \ / / I �,�;:.: `- / F'/ ` :: ::: Food equipment that is certified for sanitation by an American National Standards Institute (ANSI)- accredited certification program (NSF \ \ / �/ I J r I I It is strongly the restroom from the using an under each - .._._ -.__ recommended tha: wash sinks water heater type water hot 1 1 water tor plumbed of heater unit -1 - ORTH -N -�- (- I '-'Z-31 J ■ 1 hand main hot instant warm sink. • be ...instead I Approved) will be deemed to comply with the food code equipment & utensil materials, construction and design requirements. ■ ♦ ■ 4 F . 8 ' G e• RESTROOM & KITCHEN HAND WASH SINKS SHALL BE .1 EQUIPPED TO PROVIDE WATER AT A TEMPERATURE { OF AT LEAST 100 DEGREES FAHRENHEIT THROUGH j MIXING VALVE OR COMBINATION FAUCET. SELF { CLOSING OR METERING FAUCETS SHALL PROVIDE A i FLOW OF WATER FOR AT LEAST 15 SECONDS. FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. 11 E S ENLARGED SUITE 150 REFLECTED CEILING PLAN SCALE 3 ,,4 "= 11.0 11 I / ■<\ > A' A / / ,,.,. /i. i, ,ii9 iii�_Ibgw.e - .740lMMEMEE , PREPARATION AND FOOD & SERVICE EQUI ?MENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. .OT H� R U LT TIES !'A MAY NOT BE UNNECESSARILY EXPO EXPOSED 1/ =r.® : ■■■IE:::; EE :.:: ■:: ■■ERIA ■■c;: II ■■EE ■■ 1IHWill!!HhWi!--H ■ ■ \����������;�1..iG�,`,IL. 1■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■��i�� ,` ■■ ■■ I ■IG- ■ - Ei ■■ . 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A/.�A - - 7•7•7•7 - 7.7.7.7.7.7. /% Ae �A V r /. / =•7•7 : - r '81 II ■ 51181131■■ I IESE I ■RESES ::■;; EI I I■ ■Nil ■B��IMI' ,Id�1RWAS ■i81 ■■Ili■ ENIKAi■ SME � ■IR►I rAN psi /.111► T,Itaili!2E!»■1121illUilali1_ ■railKI. __y,__J ■ ■\ ■ t ■ . ■■ ■ ■ ■� 1-17.17.7E74-7- ■■ ■■ / / N511111WW r ' A A , J salmanc a nnat WM: - - - - 7 - - •7 - �■ s■■ - - - I - e�C■_ Eh■ m�less _ ■ ■�Ih.�l ... - -47E I- 'C-.ET 5 _/_. ■__�.rl�_c1 ■■� ■smonsm _ =It= __I4 al =27= 7��!- ��: *7.7 mHzia = = =...... -1 r_7C -6- .i.� .mI -='--ur= -'CJ-M - - - - I•_•_ - -- -:3� : - ..•7 AY& - - - 4=31 , / - 1 ■ 4 � I 1- A ■ 1 „ 0 ■ 1 Allem c===.--=-.1, ����G� ..11 .„. � A� / \ ma 11 KEY PLAN NO SCALE :�::: ♦I ►� / / ( / /- / / �\ \ / / 1 1 1 I - -- 1 r y I I J �MCU 0 0 0 0 © 0 0 -- -1 1 1 �� F.S. F.E" Ali III o r r 1 L im MEM ,1111 :