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Permit D10-023 - WESTFIELD SOUTHCENTER MALL - PHARMACITY - TENANT IMPROVEMENT
PHARMACITY 1368 SOUTHCENTER MALL SUITE 130 D10 -023 Cityqk 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 -023 Issue Date: 04/16/2010 Permit Expires On: 10/13/2010 Tenant: Name: PHARMACITY 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 , ROCKLIN CA 95677 Phone: 916- 630 -7200 Contractor License No: TILTOPC909CP Expiration Date: 02/16/2012 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR PHARMACY Value of Construction: $126,000.00 Fees Collected: $2,787.06 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -023 Printed: 04 -16 -2010 City oikukwila 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: D10-023 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 'lime: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: N JS([ Date: Lk'—‘1(01 v I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perf e of work. I am authorized to sign and obtain this development permit. Signature: Date: Zt! ( 0 Print Name: (A- - 0 ` -e -e `' e-aj This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D10 -023 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: PHARMACITY Permit Number: D 10 -023 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: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 10: 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. 11: 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. 12: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 13: 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. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: Special inspection for sprayed fire- resistant materials applied to structural elements and decks is required. Special doc: Cond -10/06 D10 -023 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 inspections shall be based on the fire - resistance design as designated in the approved construction documents. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 20: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 21: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 22: 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. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 25: 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) 26: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 27: 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) 28: 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) 29: 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 doc: Cond -10/06 D10 -023 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 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) 30: 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) 31: 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) 32: 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) 33: 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) 34: 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) 35: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 36: 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) 37: 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) 38: 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) 39: 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 min) 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) 40: 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) 41: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. doc: Cond -10/06 D10 -023 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 42: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 43: 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) 44: Sprinlders 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) 45: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinlder work shall commence without approved drawings. (City Ordinance #2050) 46: Radio repeater equipment is to be re- installed, maintained and tested. A pre -test is to be conducted prior to fire department testing. 47: 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. ( Voice evacuation is required as part of the system and all fire alarm components to be tied to the main mall fire alarm panel.) 48: Maintain existing smoke detectors and operations of existing smoke control system. 49: 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) 50: 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) 51: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 52: 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) 53: 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. 54: Post suite number per approved Westfield standards. 55: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 56: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 57: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 58: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D10 -023 Printed: 04 -16 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Date: Print Name: /4--- V''�'" 4-1'e— 3 ordinances governing or local laws regulating doc: Cond -10/06 D10 -023 Printed: 04 -16 -2010 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ht4,://www.ci.tukwila.wa.us Building Peilnit No. - : Q. - 6.23 Mechanical Permit No. 1 d"10 t .%10-0061 Plumbing/Gas Permit No. Public Works Permit No. Project N. (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 King Co Assessor's Tax No.: Q mill i f) Site Address: /54'8 )�6D �L- Suite Number: Floor: Tenant Name:_,Pifi % New Tenant: Yes [] ..No Property Owners Name: �K`jaP Mailing Address: 114)1 b!iii.,Mh City State 2■01)Z5. Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: in 1,1 MZP y Day Telephone: D r 8 !4 --raj DO Mailing Address: ! ?,a 6, .JLI4F y PP LD , 44/0 L ` 7 . 4 ^ City 2 State Zip E -Mail Address: 13 i�� 4) / t Fax Number:3) GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: -T-ep Mailing Address: Zip Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: 15y E -Mail Address: j vrfeee&--." l.--eh go/ c, ezp.1 ILIAVgb DDS City State Z/ip Day Telephoner J � �� 2� 2- Da Fax Number: 3 y Dr— age— e..41 ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: g Contact Person: N` etic kf/1'/`t4 E -Mail Address:Asl�%s 88 H:\Applications'Porms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised: 1 -2009 bh 'Of %0 City State Zip Day Telephone: ..---41'8 -6 i 8 Z 6 '- .146-809 2— Fax Number: Page 1 of 6 BUILDING PERMIT INFORMAL - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 124 0 Scope of Work .lease provide detailed ' s formation): Existing Building Valuation: $ Will there be new rack storage? ❑ Yes IEKNo 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 1' Floor 4€71?2 34,33 .0' $ 7-1 2nd Floor 410/33 33 ' T a/ iihel- 3rd Floor \. J Floors thru Basement Accessory Structure* . Attached Garage Detached Garage Attached Carport .Detached Carport Covered Deck Uncovered Deck • PLANNING DIVISION: rmpfr-rrY 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:_7, . Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gSprinklers 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 \Farms - Applications On Line\2009 Applications \ 1-2009 - Permit Application .doe Revised: 1 -2009 bb Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District Tukwila ❑ ...Water District #125 ❑ .. Highline ICI...Water Availability Provided Sewer District Tukwila ..▪ .Sewer Use Certificate ❑ ... 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 Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation *5. 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:\Applications\Fotms- Applications On Line \2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Page 3 of 6 1 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of constriction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: S )-ZPL firjEfe N- Mailing Address: / - - 9 .>, J Date: Day Telephone: �J/O 7306-0) LD "I'0 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: H:WppbcatinnsWottns- Applicanons On Lane \2009 Application 1 -2009 - Pemut Application.doc Revised: 1 -2009 bb Page 6 of 6 City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R10 -01141 Initials: WER User ID: 1655 Payee: ALAN G REEVES Payment Date: 06/24/2010 Total Payment: 693.00 SET ID: 0624 SET NAME: SEAFOOD CITY REVISIONS SET TRANSACTIONS: Set Member Amount D10 -022 D10 -023 M10 -010 M10 -011 PG10 -007 PG10 -009 TOTAL: 378.00 63.00 63.00 63.00 63.00 63.00 378.00 TRANSACTION LIST: Type Method Description Payment Credit C VISA ACCOUNT ITEM LIST: Description TOTAL: Amount 693.00 693.00 Account Code Current Pmts BUILDING INVESTIGATION MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES 000.322.800 000.322.102.00.0 000.345.830 000.322.103.00.0 378.00 126.00 63.00 126.00 TOTAL: •- 693.00 Ci. of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R10 -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 Citfof Tukwila, 0 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 -00124 Initials: WER Payment Date: 01/26/2010 User ID: 1655 Total Payment: 1,260.40 Payee: TSP FIRST HEALTH LLC SET ID: 0126 SET NAME: PHARMACITY SET TRANSACTIONS: Set Member Amount D10 -023 EL10 -0057 M10 -011 PG10 -009 TOTAL: 1,108.50 66.13 60.31 25.46 1,108.50 TRANSACTION LIST: Type Method Description Amount Payment Check 1026 1,260.40 TOTAL: 1,260.40 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 66.13 1,181.93 1,260.40 PAYMENT RECEIVED INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ,Oto -v23 PERMIT NO. (206)431 -3670 Pr 'ect: � �l�ar �`, Type of Inspection: . , NA bu.l� -AG Address: I3tag Sc ,fitkit Date Called: Special Instructions: Date Wanted: `— ((p —13 a. •. p.m. Requester: Phone No Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 1 Inspector: ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain NO. PERMIT NO. etain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `7/42- oz3 Proje i i Type of Insp io : Addr:ss: Date Called: Special Instructions: Date Wanted i - 00/ a.m. p.m. Requester: Phone No: EiApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: -70 Inspector: 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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit ,v/o -Q5 PERMIT NO. Proj eh4� Inel0 7/ Type of Inspection: ,,D FR 1:17111/0 G — /Pp," ci" Address: /3 68 sC' /7/ A ( / Date Called: b Special Instructions: Date Wanted: Ci 2 `% I U a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: / Sigsp�AIDsA CO ;l,AJl — ,'M- 7 ,,D FR 1:17111/0 G — /Pp," ci" --;--61)6 "- irt/r d 0 �M P/I AP / 41-44-/),19, y -- gp ial e,v ■ \ Inspecto Date: G _2L— /D ■ i.60.01 REINSPECTION F REQUIRE a Prior to inspection, fee must be pa at 6300 Southcenter Bl d., Suit 100. Call to schedule reinspection. Re eipt No.: Date: • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6z1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje?j. , � ifk kr /Li A, (7 i ( y Type of spection: . Address: 3 c 'LCD Date Called: 14 Special Instructions: . _ Date Wanted: aim. Requester: Phone No: 91C -gig -0215 ❑ Approved per applicable codes. COMMENTS: ../.3` 4 orrectons required prior to approval. �c3 /-/4 /(/ I : ti spec Date* 00 REINSPECTION `' EE REQUI ED. Prior to inspection, fee must be d at 6300 Southcent; Blvd., S ite 100. Call to schedule reinspection. eipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Vz' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ,c;w Jaw- 02-3 Proje (--- % �,G c,'( Type o Inspection: N rr& AA. t A 6 Address: ia U C C f3 J 1 Date Called: v et \� /� ✓� ,1/` Special Instructions: Date Wanted: // a,.m,�,. Requester: Phoner (a — Er/ 2 - 02-/ . Approved per applicable codes. orrections required prior to approval. COMMENTS: 0 De-il: / 0 Ai —1--- a_ \� /� ✓� ,1/` G 14 `cam. f ,' ,,,./ — , ,,•c .d• ,,, , _ ,vfii4e9 • ❑ $6 u ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Old -013 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro t. l sr C• Type of I pection: , rie„ILt.i1.6 Date Called: e Address: j3(oic _5t AA 44 1 Special Instructions: Date Wanted: a.m. t , -2 -- / 'l � p.m. Requester: Phone 9/( - 4i2- OzI..S ❑ Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: O ,'1.l t\ AA ) 0 TO J it I c u ^ -t,-J i- c,-_.. Q - ` , - 0 -( , C...-t J.p r if - r`'. svi 017,:- TU 6,16 jr -P I ` Y Al r 9 J Al p nspe tor: (A.A.A A.) Date: - J 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: ..,7;d_�.��.:di��ax�✓cx ±mac #_.,+r. «v:�^s�.vs-Sis;«�: s'�l�s`.ssrnp�:;a�L'�Y.� ;�v.yt+ ran. �. s. �;*: a:.: arw..! ?�- �. �. �' Y» t+ sY+: ��s�' �*r�+GYe- .,��sva::+��'exs"Edc.! INSPECTION NUMBER INSPECTION .RECORD Retain a copy with permit r.,. �v�n' S�c3 aai° w*' ao ,:.ERf ^�`;Krsr..:�r,.'.`- k`iFi• o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206 -575 -4407 Project: n O'�w✓ttiac 141 Type of Inspection: A rPCk_. 1/04.9 Address: 3� Suite #: a a' SLvU I( Contact Person: 4l� t. ,�� . Special Instructions: Hood & Duct: - Phone No.: 9/6-6*D --72_06 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • OCG LIpie o,ipt u 5 4_ a.J Needs Shift Inspection: • Sprinklers: ,f Fire Alarm: � I .Date: . mill Z be, Hood & Duct: - Monitor: -,,, • Pre -Fire: _ Permits: Occupancy Type: .. Inspector'✓ „ ..� 1• .. s c`i! I .Date: . mill Z be, Hrs.: n $80.00 REINS .7 CTION FEE. REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Forrn.Doc 1/13/06. T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Clio- ID. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT aaa Ontlnvar Park F iE_ Tukwila_ Wa_ 981i#3 206 -575 -4407 Project: , v. rf_o \ c . i Sprinklers: Type of Inspection: r Hood & Duct: Address: ; 2, L- Suite #: j ti t:'= j 1 Contact Person: !( /7„.; , l% Q J;. 7 7-1't- Special Instructions: Phone No.: q% _ 4 - 2 E ApprOVed per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire:' Permits: Occupancy Type: r , ./ "�' j�''i c; t z / 7 `7 -067; /�1 %:- _�xa. :,fs6 b!i F(\ti co. ✓)j AA,' L.y .r, /, 1. v (0•10...- - 4, ti..!�r 1 �•1�1 (.....-y ` / 1 ){f ( .! . r" b+. 1A", (/' l' e',/, 47 t f ". J "1,42 .e SF, / , ` , /.: ) :rj,i rte;'} r !�1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre-Fire:' Permits: Occupancy Type: nspector: Hrs.: $80.00 R iS ECTI N FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form. T.F.D. Form F.P. 113 •A:Q:'- .^.- rs.. "SS�+''�`,/.�•3`c <.'�.� ��ti.�- r�[�f'.: cL�iFJ4 -` 1. +' INSPECTION NUMBER . INSPECTION RECORD Retain a copy with permit b10� b 3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: PINNIVNA e , +y Type °f j p C i 40,,A,,41,2_,,, o, � \ . . ; Address: Y3i'055 Suite #: ,•. :w, GC • one,1 1 ‘ _ Contact Person: 4 % ,A it 4,,7c 5 . -1 Pc. - ' •' c Special Instructions: Io -o2z Phone No.: 7 /(0 - 6Vo - ?oo 9/6- fz- 02/ Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: fii Fi mJ G �- , '*& / - /'o.Ia -y Ot,cf ii,,,th A, rv►a.1 oik Sprinklers: Fire Alarm: it,5pact4 .\ t.c.4c,1 ,,,) 5 4Jc l Qa.,. +,J- ti Io -o2z Pre -Fire: Permits: %ye. 441.4.,. Fv .e.. 'O I' , /5 ,/ 1 rx^ tem, el 1.1 to - ` -- COe? io -y -Oy9 I . Needs Shift Inspection: . . . Sprinklers: Fire Alarm: Hood & Duct: Monitor: • Pre -Fire: Permits: Occupancy Type: •Inspectors . Date ::6. $80.00 REINSPEcTION FEE REQUIRED You will receive an invoice from the City of Trukwil, Finance Department. Cali to sci edule a reinspection. Word /Inspection; &ecord Form.Doc 1/13/06 T.F.D. Form F.P. 113 m aza1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 21, 2010 Seafood City Supermarket 2883 Surveyor Street Pomona, CA 91768 RE: Final Letter Seafood City 2800 Southcenter Mall Tukwila, WA To Whom It May Concern: KA No. 066 -10086 Permit No. M10-012 D10-021 D10 -019 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 knowiedge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. witted, SOCIATES, INC son Jr. Operatio .!' Manager Puyall 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 !18 fast COrt P to eTtocc nt4a e,� appro�l is sublet �� 8i A SOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS For REVIEWED FOR CODE COMPLIANCeafood City Supermarket APPROVE® 68 Southcenter Boulevard Tukwila, Washington APR 0 9 2010 City of Tukwila BUILDING DIVISION Architect Nadel Architects 1990 South Bundy Drive, 4th Floor Los Angeles, CA 90025 (310) 826 -2100 DLOOz3 29407.00 RECEIVED JAN 2 6 2010 PERMIT CENTE 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: anf1688Qpacbell.net 9420 Telstar 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 JOB No. By DATE SH. OF S -1 - S -3 H -1 - H -12 F -1 - F -6 M -1 - M -I.0 SG -1 - SG -18 1 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anf1688Qpacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 S�ISH1c, ..tifog- f-fos7ipA% Joe No. By DATE Sri. OF Conterminous 48 States 4E 9 d c ��1 POrif 6 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 =FaxSs 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 Period Sa (sec) 0.2 1.0 Ds, Site Class D) D1, Site Class D) 4ps,-= 0,157 Lat - Long Finder: This page helps you find Latitude and Longi... Page 1 of 1 ;tiSete!!!te Signals': How do I find my lat and long ? • What is my latitude and longitude ? Silverdale BreMerto Part oich a t l 'f dand o, mod, is q; Bellevue :V•off Merce Vor, gad- r ehton '' East jRento ulcwla'" I;tlphlanits Moines Kent R�' ,Maple Ciivtngtoii Federal -A burn • . a _ Latitude and Longitude You Don't Need a GPS Nexus One by Google Shows Maps w/ Navigation & Street View. View Site Ads by Goole Instructions to determine your latitude and longitude: Practice first. Put your mouse cursor near your location and double click or just drag the F) Gy map. The map display will move so that the r,'''°""I` selected point is in the centre. The latitude and longitude of the centre of the map is then shown below the map. Or type the town, country, zip code or post code in the box below, for example: -SouTI 1 ba • abarerade-Itaicle-lagos-liverp-001 Centre the map around 1368 southcenter blvd tukwila wa: . f < Lakeland • u urwent Tama,; Map data ©2009 Gqo 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. SAT -NAV GPS from Amazon USA, prices in US dollars chicago 35035 paris france london CM2 o refine t e accuracy o �o� _ = "l ude and t,h_ 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 Gobble 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 -nav map type display is now added. The whole map system has been upgraded to Version 2 which now includes detailed street maps for UK, France, Spain and Europe road maps with towns - even in Hungary, which suits me for my cycling holidays!. 6th June 2006: I have added satellite dish angle calculation. Its use is optional. Select the satellite you want to see and then doubleclick on the map. Go to maps to see an index page with a listing of all the map pages. Tell me if you want a page made for your country. Navigation links, to my satellite dish pointing angle calculator or to explanation of latitude SAT -NAV GPS and longitude from Amazon UK, Discussion forum for latitude longitude finder page Larger satellite photo image viewer for finding Prices in GB pounds your home as seen from space f5 http: / /www.satsig .net /maps /lat- long- finder.htm 1/18/2010 ♦ 7�T Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E -mail: ann688 ®pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 !jvef/J1 p316 tio Jon No By DATE SM. OF Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 05160/1 05doiv Joe No By DATE SM. OF DS=O,° As( ONE /3,s —j ab.= o et = Z,f P -al' 7-1) of f t- St» Wp FP) C 1p 3 04-)c 0 4 0k,c7 Wp 7%.c- 0144) W h49 fp - 0 Nit Vitet ‘41, ▪ 0,32, ui f W1):4%) FP= 1' /2) Poe 6 uuricr. S 5 f AMA wir✓D LoAD (A- /G , j 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 °75-11-- VP ¢gyp LO v6itria6c urikg, Jos No. By DATE SH. OF #)2.- getK 14$ -E ve z 4-m-x eri 4 T &Or 61_45 1/2-61t ri.l> (L•., (C, AFG. SPEC. R TRANS CLIP FG. SPEC. NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- • TYPICAL CLG. CABANA SUPPORT 8 0 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. O 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 Ot CHANNEL MOLDING 02 ACOUSTICAL PANEL SUE SEE ARCH'L. O MAIN TEE BAR SEE AR( ® GYP. BOARD SEE ARCH O CROSS TEE BAR SEE A O 1 ix4x18GA METAL STU O.C. W/ 2 - #8 SCREW O TRANSITION CUP PER MFG. SPEC. ® 12GA. HANGER WIRE PE SPEC. SEE ARCH'L. • NOTE: DETAIL SHOWS GENERAL C ALL ADDITIONAL PARTS RE BE PER ARMSTRONG CEILI REQUIREMENTS AND SPEC T -BAR CURVED CEILING 15 TYP T -BAR CEILING 9 TYP MFG. O #10 SCREW EA. FLANGE • EACH STUD. TYP. ©(E) MTL. DECK W/ CONC. TOPPING 7 1 9n re IJTi TRerV W / PL.18 "x6 "x14GA. 024 "O.C. W/4 XALH32 TO (E) ∎IOTA• Yl Cr", 7�T Tel: (626) 448 -8182 AMP & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: ent1688®pacbellaet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 joke -1-2+ I .4.1( 414 4° Joe No By DATE SH. OF p ,. V T',C6 L 2-1-0 Pi 4,X � p . 1 (to V)I7 WiL• or a zI_0 Ofr 41-0 o nn -Wee_ P(77 , SUSPENDING EILING WIRE TOP CONN. DETAIL 0 ARMSTRONG DRYWALL GRID SYSTEM MAIN BEAM O2 ARMSTRONG DRYWALL GRID SYSTEM RADIUS CLIP 0 ARMSTRONG DRYWALL GRID SYSTEM CROSS TEE 19 NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS WIRE TOP CONNECTION DETAIL 19/- DETAIL ANF (626) 448 -8182 A F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: enfl688a)pacbellnst 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 2 s�z y,),- xi° 741 tri„„r-, 9(01 1, Joe No. By DATE SH. OF 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 IAD 11' oY;AA Joe No. By DATE SH. OF 5)t) ;k0,3 6,bs s1v 4 ANIPA VP SEE STRUCTURAL F� S1L lAt✓ TION DETAILS 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 2. -6" LIGHT FIXTURE, SEE ELECT. DWGS. 96" GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE STEEL STUD FRAMING AND BRACING, PER STRUCTURAL 1 1/2" MIN. AIR GAP 10" STEEL TRACK %' GYPSUM BOARD, (TYP.) COLOR & FINISH PER SCHEDULE . DWGS. REFRIG. DISPLAY CASE, FURNISHED & INSTALLED BY OTHERS. COORDINATE W /REFRIG. CONTRACTOR 7' -0" F.D.S. 0' -0' • FIN. FLR. SUSPENDED WALL AT MAIN SALES AREA REF: 12/A2.1 4 T2 19' -0' A.F.F. F.D.S. YLr,rP g 61 10' -6' A.F.F. PRODUCE SALES CLG. LINE 11 SUSPENDED CEILING, SEE A -2.0 LIGHT FIXTURE. SEE ELECT. DWGS. -IS" PLYWOOD 10" STEEL TRACK • 1. -11 1/2" STEEL STUD FRAMING PER STRUCTURAL 7•-0' A.F.F. F.D.S. 46" GYPSUM BOARD, (T(P.) COLOR & FINISH PER SCHEDULE N -i IN FLR. t W REVISIONS: A__ _ A DAZE JOB NO oo No. Y 'ATE H. 0 F VI) FILL ( g) Tel (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf16880pacbell.net 9420 TelstarAvenue, Suite 118, El Monte, CA 91731 01) 6" st-As F°K Tof 150Trol Pk*, -5 ,: r5" 45.0 Jos No By DATE SH. OF T •15 U E —W PIR,FA12. ,„ Ieg4X3' -6 11-s NIL PAK.. °F 646 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 BS5400 • Uses standard rebar; requires no bar -end preparation such as sawing or swaging — ideal for in -situ splices • Is smaller than other bolted splices currently available • Performs like a continuous piece of rebar •Works in repair, bent bar, retrofit, precast closure pour and new construction applications • Meets slip criteria of less than 0.10 mm (0.0039 in) • Provides superior fatigue performance • Works with a variety of standard US and international rebar grades • Installs quickly and easily using simple hand tools — does not require special skilled labor • Allows for simple visual inspection • Works as one -step • transition on ASTM (in;-1.b) 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. Fs ERICD° LENTON" LENTON® LOCK Mechanical Reber 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 bar Designation Coupler P Part Number Length (L) ! Outside Diameter in y i 1.1 (d) mm* 29 In Diameter m 0.6 ide .; mm �� 15 Weight Socket Size Average ": Torque All olts Num41 • of Bolts Inch ' - Metric' 10 Canada - I softy Metrics 10 , , LL12B1 in ' 5.0 '�mm 127 Ib ,..a... 1.2 kg " . 3 .,. x` In '. >,'..,✓ mm ,.. x ft Ib N m a .. r. _. ..... ., .. n s . 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 ip' A_ 1Yyi: t / 1 ti si°. W.W.I 6 3 = M59 • ..4.4 Y .. 3-5":',40 0 •1 1 11.9 n / 2,, S Q 13 a rt ,1 5 ,,, � ,405t • +5.. yp mj ° 16 ' ' +15M f 1, oLL16B1ri k 63.t-i,159Z il'4r 35 t 47 • °t t i. , =� • !let)09tc ,41'2`, !s 113 1.150 F 420051r4.„.6 = - 18 - - LL20B1 7.5 191 1.6 41 0.9 24 3.1 1.4 1/2 13 150 205 8 #6 20 M 19�c_ 7.5 191 1.6 41 0.9 24 3.1 1.4 1/2 13 150 205 8 �#, {x220 :Zir�S ` ' _'r �+f-.' 2 �{LL20B1 i �p F 42-,, 1r9{.. 48- b1:1 Y 4 28' 1 '5 *2.5 P2 3 t.45 /81,. ix, ij64,c1,44 , ,2p. D. 346%, ,.8, #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 #Y 0f,42`; p 0- 286d2.;11;a r,2fr `F 60� t °3431•' r10 2x c4 6 }4K r,,;S /8 S ',,-,16,,., ;,..'',i36-I; 5'475 tr , Olds y: §-.. 0, ? $ ` �7c' &'` .LL�J8131t. c113. R 4``287 2.4 rii � . f e,60' x... X1`3; .i+.... 341 _ .Gy" a70.2iv I . 7•. }146 ; 1'. -... ?,r Sim .ht '� .1 ',if 6 , . °1402. 4751'; 1 s,.' .. .. ... O _k ..'. #10 32 - 32 LL32B1 12.7 323 2.6 65 1.5 38 13.1 5.9 13/16 21 500 680 8 34 S : : i . i I 1 3 6 1 3 j , k14.1.? °a358,� 2p8,1* : - . 7 2 t 1.7 ■ 4 3 1 3 7 9 9 . 13/16 ,,1 1.1V; 1550';` • , 750 1U..• $36,; 2,44-31M - '36- ,„ { 4:36B1 14 f- 358! 2.8:' ''72r/ i i; t43 of i 17.3 ,7 9 sf y •13/16 1.2,1- 1 u 550 7.-50 1r T1Os? - 38 - - LL4OB1 15.7 400 3.1 80 1.9 47 24.0 10.9 13/16 21 580 790 12 - 40 - - LL40B1 15.7 400 3.1 80 1.9 47 24.0 10.9 13/16 21 580 790 12 NOTES Works as one -step transition. • Dimensions shown in chart are typical. Bolt length may vary after the bolt heads are sheared off. • When using air impact wrench check the air pressure, torque rating and air flow requirements before starting installations. • Refer to installation instructions for information on DIN slip or Caltrans Ultimate Splice requirements. • Refer to complete installation instructions provided with the product or available at www.erico.com before commencing installation. WARNING ERICO products shall be installed and used only as indicated in ERICO's product instruction sheets and training materials. Instruction sheets are available at www.erico.com and from your ERICO customer service representative. Improper installation, misuse, misapplication or other failure to completely follow ERICO's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death. ACI is a registered trademark of the American Concrete Institute. IBC Is a registered trademark of the International Code Council. UBC is a registered trademark of the International Conference of Building Officials. Copyright ©2009 ERICO International Corporation. All rights reserved. CADDY, CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH, and LENTON are registered trademarks of ERICO International Corporation. www.erico.com F67 IE'RICO® Ce515•NAEN C1671.T09NAEN 001 WB9 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Stn ctural Engineers E-mail: anf1688Qpacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 New WITS A o(Lib L 24000 # z) (-tKip k tioo ovi Joe No. By DATE SH. OF 1 cps N 7/ Er_ ,I ' - I _ I _ I I; II U` (N jHiSS 14x6x - y i 6, \ C= I / 2 v 1 3" 01'. TS6x4 STD. "IPE 1/4 TY" 1 C7 (N)rASS1 �� I I ,'1,5i 11 w I I I 1L c,:,--.1 w I I 1 f -$ 1 I 1 I I ' = = id- =_ I �rIi 2 ►i1 _IN I'' 6 II U r L III ■ VP W. '14-I w (MJ 1 1 11 II- r it N 7/ 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 ■ 8,4. 1 X-Plk. or .c pot,4)4/ ----- ive JOB No. By DATE SH. OF Z000#1X014 g`J Cafr? - ..2 417$=. 01951 I 2 !La (t ft WiNp z5 r,s8, = 315# .J )-P', r o,grx4 -,3- M,9'= or pvrQ‘✓ p?v'` P or 51'12 rire voi2J72i= 33 # pow) n t„. 715 ,A-Poi i" r 'pQwJ 11) ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 7:57AM, 20 JAN 10 Rev: 580000 User: KW- 0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407seafoodcity.ecw: Calculations Description new is beam for unit grid b General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : TS14X4X1/4 Center Span Left Cant. Right Cant Lu : Unbraced Length 32.00 ft 0.00 ft 0.00 ft 16.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Point Loads Note! Short Term Loads Are WIND Loads. #1 Dead Load Live Load Short Term Location 0.340 0.220 9.000 Summary #2 0.340 #3 0.340 0.220 0.220 13.000 17.000 #4 0.340 0.220 21.000 #5 #6 #7 k k k ft Using: TS14X4X1/4 section, Span End Fixity = Pinned - Pinned, Lu = Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress fvlFv = 32.00ft, Fy = 46.0ksi 16.00ft, LDF = 1.000 Actual Allowable 17.226 k -ft 68.310 k -ft 7.656 ksi 30.360 ksi 0.252 : 1 1.657 k 0.237 ksi 0.013 : 1 64.400 k 18.400 ksi 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 Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl Maximum 17.23 k -ft 1.66 k 1.52 k -0.556 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left Reaction @ Rt 1.66 1.52 Fa calc'd per Eq. E2 -2, K *Ur > Cc « -- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only (a. Center e Center (o Cants @ Cants 11.92 17.23 k -ft 1.19 1.10 -0.387 0.000 0.000 0.000 1.19 1.10 0.000 0.000 0.000 0.000 1.66 1.52 -0.556 0.000 0.000 0.000 1.66 1.52 0.000 0.000 0.000 0.000 k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k Section Properties TS14X4X1 /4 Depth Thickness Width Area Rt 14.000 in 0.250 in 4.000 in 8.59 in2 2.000 in Values for LRFD Design.... J 77.000 in4 Weight Ixx Iyy Sxx Syy R -xx R -yy Zx Zy 29.18 #/ft 189.000 in4 25.800 in4 27.000 in3 12.900 in3 35.400 in 1.730 in 4.690 in3 14.300 in3 0 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: 7:57AM, 20 JAN 10 Steel Beam Design Page 2 29407seafoodcity.ecw:Calculations Description new ts beam for unit grid b Sketch & Diagram k56k k56k i.56k i.56k 3211 Mmax = 17.2k-ft Dmax = -0.556in Rmax = 1.657k Vmax e left = 1.657k Moment (ft-k) 8011,111;1J Iy1111111111s Rmax = 1.517k Vmax n = 1.5' 2, Location OD Location Location ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448-8182 Fax (626) 448-8092 E-mail: anf1688@pacbeU.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 cieiver (s) al I eligiale, 4, co L.-- hocociP , r e4.t.,:, '...... bjtir-T" ('4, I Je_jr -1, 1 7% ,p., "1 1 .1 1.2! lit C C L' C 0 t, k; N. Pcr &o44,14z no/ 4.,‘"e ve,4 1,5K Ntf +CX 4045 t5 6tt. CALL_ ouT 6,7K e 6:7>u+t6-71c- rzt5,"5- 6,7 o —$21 go JOB No. 13v DATE SH. OF (6) oL 6,7x = 4o kpci 1X 4-H4 E) W3 0 ara---Wa7ratt--; E 36C 8N 8.5K = on, (E) __ L.Z. LI ..-- F II- ! I , I I I --1 -a' ) 11.1 ..-- • we" '...---.' , o ----A ... --% I 4 -. '....! — Wri ';..--* • r 4 • . . . 4 (E)3Ox173 24x8 i I x (.-: .. i Tel: (626) 448-8182 ANF & ASSOCIATES Fax (626) 448-8092 Consulting Structural Engineers E-mail: anf1688@Pacbelnet 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 41,4 t4 2t3t4 I T5 17-744X6 it , v Jon No. By DATE SM. OF WI/I1: it rxz_c j51 5gt .tikhc to )(toil t:10:st CoAcrt 0 X4) 6p z 4&U .5 Viol a &gip S) e,s1 Es is' • r- i(s "t 7,_T4 to, To 1149 (0L..— r- 4:1P Ac-WAL L'4_0 (5-) it'eV'at/Of 3,1 lc- 61.2-t` •<0151( ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Title : Dsgnr: Description : Scope : Job # Date: 12:38PM, 20 JAN 10 Rev: 580000 User. KW-0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Steel Beam Design Page 1 29407seafoodcity.ecwCalculations 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 46.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Point Loads Note! Short Term Loads Are WIND Loads. Dead Load Live Load Short Term Location #1 #2 0.350 0.350 0.300 0.300 6.000 14.000 Summary #3 #4 #5 #6 #7 k k k ft Using: TS12X4X5/16 section, Span = 25.50ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 8.419 k -ft 64.515 k -ft fb : Bending Stress 3.962 ksi 30.360 ksi fb / Fb 0.131 : 1 Shear 1.196 k 69.000 k fv : Shear Stress 0.159 ksi 18.400 ksi fv / Fv 0.009: 1 Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.212 in 2,104.4 : 1 1,445.9 : 1 Force & Stress Summary « -- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only atw, Center a Center a Cants (cil Cants Max. M + 8.42 k -ft 5.72 8.42 k -ft Max. M - k-ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 1.20 k 0.83 1.20 k Shear @ Right 0.92 k 0.68 0.92 k Center Defl. -0.212 in -0.145 0.000 -0.212 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.20 0.83 1.20 k Reaction @ Rt 0.92 0.68 0.92 k Fa calc'd per Eq. E2 -1, K "Ur < Cc Section Properties TS12X4X5/16 Depth 12.000 in Weight 31.79 #/ft Thickness 0.313 in Ixx 153.000 in4 Width 4.000 in Iyy 26.600 in4 Sxx 25.500 in3 Area 9.36 in2 Syy 13.300 in3 Rt 2.000 in R -xx 33.300 in Values for LRFD Design.... R -yy 1.690 in J 76.900 in4 Zx 4.050 in3 Zy 15.100 in3 ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Telstar Ave., Suite 118, El Monte, CA 91731 Rev: 580000 User: KW-0600953, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description ts12x4x5/16 Title : Dsgnr: Description : Scope : Job # Date: 12:38PM, 20 JAN 10 Steel Beam Design Page 2 29407seafoodcity.ocw:Calculations Sketch & Diagram 0.65k 0.65k 25.5ft Mmax = 8.4k -ft Dmax = - 0.212in Rmax= 1.196k Vmax 6 left = 1.196k 0 Momerd (ft-k) Beudiliq 61aweiirs Rmax = 0.915k Vmax 02j n = 0.9E HI° c o_ Location (01 Location (0) Location (01 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers D° 1: anf1688©pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 I/-00 pE5161N t) t,o Luti4 FRA1 Z) y�R'jiral_ � l,lalutot__ SVri mil, (N)T.O. STEEL BM. 0 38'-9' (N)T.13. STEEL BM. ,k (N)11.0. STEEL BM. 3 6 ,TS0x0x.5416 RTN. 13M.-•4 [7- - --TS6x6R57115-RTN7BM.=-1 156,.603/.18 1 T520x8x1V2-CONT (E W34i 35 RTN 8k4. 52'-6' T.O. COPING • (E) T.O. COPING 44,-1' (E) T.O. CCIPING • 26'-4' • (E) T.O. COPING 1V-4" (E) T.D. COPING • • <0 FIN. rLR. STELL FRAME ELEVATION AT WINDOW MOUNS I1/8s5ALE=1.-0- I 2 e t52/0-X %b 1 N21 N22 t.o (Am 5 `FRAKE f5zot-to"fr T5Tom-AYitt g urrIT C44:- hufy r i k 5 N17 N18 N19 N20 � 17Gw1«�5vPtog �0 Results for LC 1, tl +wl ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity- sign- MOLINS. r3d Loads: BLC 1, tl N18 16 ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity- sign -MOLT NS. r3d Loads: BLC 2, wl ANF & Associates MMW Jan 19, 2010 at 3:44 PM 29407seafoodcity- sign -MOLT NS. r3d Loads: BLC 3, ANF & Associates MMW 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) Y fkl Z fk MX fk -ft MY fk -ft MZ fk -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 q7 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) X in Z Finl on f'radl Y Rotation fradl Z Rotation frad 1 1 N1 0 0 0 0 0 0 2 1 N2 0 -.449 0 - 1.691e -3 1.633e -3 3.396e -3 3 1 N3 0 -.415 0 -1.481e-3 2.197e -3 3.01e-3 4 1 N4 0 -.595 0 - 1.815e -3 3.397e -3 4.969e -3 5 1 N5 0 0 0 0 0 0 6 1 N6 0 -.595 0 - 2.034e -3 - 4.032e -3 - 4.969e -3 7 1 N7 0 -.29 0 - 1.276e -4 - 1.875e -5 - 1.2e -3 8 1 N8 0 -.29 0 - 1.27e -4 1.837e -5 1.2e -3 9 1 N9 0 -.275 0 - 1.96e -4 - 3.683e -4 - 1.755e -3 10 1 N10 0 -.283 0 - 1.001e -4 - 7.592e -4 - 1.554e -3 11 1 N11 0 -.272 0 - 3.73e -4 - 1.044e -3 - 1.735e -3 12 1 N12 0 -.275 0 - 1.937e -4 3.621e-4 1.755e -3 13 1 N13 0 -.283 0 - 1.373e -4 8.066e -4 1.554e -3 14 1 N14 0 -.272 0 - 4.517e -4 1.311e -3 1.735e -3 15 1 N15 0 -.449 0 - 1.691e -3 - 1.624e -3 - 3.396e -3 16 1 N16 0 -.415 0 - 1.613e -3 - 2.276e -3 - 3.01e -3 17 1 N17 .145 -.673 0 - 2.182e -3 - 4.032e -3 - 4.969e -3 18 1 N18 .082 -.477 0 -1.761e-3 - 2.276e -3 -3.01e-3 19 1 N19 .058 -.514 0 - 1.838e -3 - 1.624e -3 - 3.396e -3 20 1 N20 0 -.004 0 - 1.475e -4 0 0 21 1 N21 -.122 -.665 0 - 1.962e -3 3.397e -3 4.969e -3 22 1 N22 -.079 -.472 0 - 1.628e -3 2.197e -3 3.01e-3 23 1 N23 -.058 -.514 0 - 1.839e -3 1.633e -3 3.396e -3 24 1 N24 0 -.004 0 - 1.475e -4 0 0 25 1 N25 0 -.195 -.145 - 7.074e -4 - 1.46e -3 7.768e -4 26 1 N26 0 -.323 0 - 2.058e -4 5.236e -4 - 1.007e -3 27 1 N27 0 -.323 .003 -2.141e-4 - 5.195e -4 1.007e -3 28 1 N28 0 -.195 -.172 -9.271e-4 1.711e-3 - 7.768e -4 29 1 N29 0 -.191 -.095 - 3.734e -4 - 9.57e -4 - 5.298e -5 30 1 N30 0 -.323 .004 3.648e -5 2.357e -4 - 5.472e -4 31 1 N31 0 -.323 .005 4.708e -5 -2.311e-4 5.472e -4 32 1 N32 0 -.191 -.1 - 5.061e -4 9.969e -4 5.298e -5 33 1 N33 0 -.184 -.064 - 5.843e -4 - 7.106e -4 3.335e -4 34 1 N34 0 -.323 -.005 - 1.852e -6 3.762e -4 - 7.004e -4 35 1 N35 0 -.323 -.005 1.268e -6 - 3.759e -4 7.004e -4 36 1 N36 0 -.184 -.063 - 5.837e -4 7.089e -4 - 3.335e -4 37 1 N37 0 -.175 -.008 - 1.525e -4 - 5.999e -5 - 2.028e -3 38 1 N38 0 -.323 -.003 - 1.152e -4 9.26e -5 - 7.137e -4 39 1 N39 0 -.323 -.003 -1.151e-4 - 9.266e -5 7.137e -4 40 1 N40 0 -.175 -.008 - 1.509e -4 5.99e -5 2.028e -3 qt‘ 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: MemberASD Steel Code Checks (Bv Combination) Fbzfksil Cb Cmv Cmz Ean 1 1 M5 TU20X8X8 .524 0 .069 0 y 22.473 27.6 27.6 30.36 2.044 .85 .85 H1-2 2 1 M6 TU20X8X8 .169 0 .013 0 z 22.473 27.6 27.6 27.6 1 .85 .85 H1-2 3 1 M7 TU20X8X8 .524 14.5 .069 14.5 8.76 0 v y z 22.473 19.301 19.301 27.6 27.6 27.6 27.6 30.36 27.6 30.36 30.36 27.6 2 044 1 1 .85 .85 .85 .85 .85 .85 H1-2 H1-2 H1 -2 4 1 M14 TU8X6X5 .359 .212 8.76 2.87 .048 .037 5 1 M15 TU8X6X5 6 1 M16 TU8X6X5 .358 5.74 .048 5.74 y 19.301 27.6 30.36 30.36 1 .85 .85 H1-2 7 1 M17 TU8X6X5 .369 8.609 .047 8.609 v 19.301 27.6 30.36 30.36 1 .85 .85 H1-2 8 1 M18 TU8X6X5 .225 14.5 .037 14.5 z 19.301 27.6 27.6 27.6 1 .85 .85 H1-2 9 1 M19 TU8X6X5 .375 5.891 .047 5.891 v 19.301 27.6 30.36 30.36 1 .85 .85 H1-2 10 1 M20 TU8X6X5 .532 8.609 .065 14.5 z 19.301 27.6 30.36 30.36 1 .85 .85 H1 -2 11 1 M21 TU8X6X5 .329 14.5 .067 14.5 z 19.301 27.6 27.6 27.6 1 .85 .85 H2 -1 12 1 M22 TU8X6X5 .554 5.891 .077 0 z 19.301 27.6 30.36 30.36 1 .85 .85 H1-2 13 1 M23 TU6X6X4 .035 0 .011 0 v 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 14 1 M24 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 15 1 M25 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1-2 16 1 M26 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1-2 17 1 M27 TU6X6X4 .035 0 .011 0 v 26.513 27.6 30.36 30.36 1.75 .6 .85 H1-2 18 1 M28 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1-2 19 1 M29 TU6X6X4 .035 0 .011 0 v 26.513 27.6 30.36 30.36 1.75 .6 .85 H1 -2 20 1 M30 TU6X6X4 .035 0 .011 0 y 26.513 27.6 30.36 30.36 1.75 .6 .85 H1-2 21 1 M25A TU6X6X5 .140 0 .015 0 v 23.547 27.6 30.36 30.36 2.258 .676 .428 H1-2 22 1 M26A TU6X6X5 .135 8,33 .007 0 z 23.547 27.6 30.36 30.36 2.134 .344 .466 H1 -2 23 1 M27A TU6X6X5 .350 8.33 .026 0 y 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 M3OB TU6X6X5 .129 8.33 .017 0 y 23.547 27.6 30.36 30.36 2.3 .498 .203 H2 -1 27 1 M31 TU6X6X5 .164 0 .019 0 v 23.547 27.6 30.36 30.36 2.3 .52 .274 H1 -2 28 1 M32 TU6X6X5 .123 8.33 .014 0 y 23.547 27.6 30.36 30.36 2.3 .276 .232 H1-2 29 1 M33 TU6X6X5 .129 8.33 .017 0 y 23.547 27.6 30.36 30.36 2.3 .516 .203 H2 -1 30 1 M34 TU6X6X5 .134 0 .019 0 y 23.547 27.6 30.36 30.36 2.258 .906 .428 H1 -2 31 1 M35 TU6X6X5 .135 8.33 .008 0 z 23.547 27.6 30.36 30.36 2.134 .254 .466 H1 -2 32 1 M36 TU6X6X5 .350 8.33 .026 0 y 23.547 27.6 30.36 30.36 2.149 .427 .462 H1 -2 5�1 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 Li TVDe Material Design Rules 1 M5 N1 N7 TU20X8X8 Tube Beam A500 46 Tvpica Typica Tvpica Typica 2 M6 N7 N8 TU20X8X8 Tube Beam A500_46 A500 46 3 M7 N8 N5 TU20X8X8 Tube Beam 4 M14 N2 N9 TU8X6X5 Tube Column A500_46 5 M15 N9 N12 TU8X6X5 Tube Column A500 46 Tvpica 6 M16 N12 N15 TU8X6X5 Tube Column A500_46 A500 46 Typica Tvpica 7 M17 N3 N10 TU8X6X5 Tube Column 8 M18 N10 N13 TU8X6X5 Tube Column A500_46 A500 46 Typica Tvpica 9 M19 N13 N16 TU8X6X5 Tube Column 10 M20 N4 N11 TU8X6X5 Tube Column A500 46 Typica Tvpica 11 M21 N11 N14 TU8X6X5 Tube Column A500 46 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 Wide Flange Beam Beam A500_46 A500 46 Typical Typical Typical Typical 15 M25 N2 N23 TU6X6X4 16 M26 N1 N24 TU6X6X4 Wide Flange Beam A500_46 A500 46 17 M27 N6 N17 TU6X6X4 Wide Flange Beam 18 M28 N16 N18 TU6X6X4 Wide Flange Beam A500 46 Typical Typical 19 M29 N15 N19 TU6X6X4 Wide Flange Beam A500 46 20 M30 N5 N20 TU6X6X4 Wide Flange Beam A500_46 A500 46 Typical Typical Typical Typical 21 M25A N25 N29 TU6X6X5 Tube Column 22 M26A N29 N33 TU6X6X5 Tube Column A500_46 A500 46 23 M27A N33 N37 TU6X6X5 Tube Column 24 M28B N26 N30 TU6X6X5 Tube Column A500 46 Typical Typical 25 M29B N30 N34 TU6X6X5 Tube Column A500 46 26 M30B N34 N38 TU6X6X5 Tube Column A500 46 Typical Typical 27 M31 N27 N31 TU6X6X5 Tube Column A500 46 28 M32 N31 N35 TU6X6X5 Tube Column A500 46 Typical Typical 29 M33 N35 N39 TU6X6X5 Tube Column A500 46 30 M34 N28 N32 TU6X6X5 Tube Column A500 46 Typical Typical 31 M35 N32 N36 TU6X6X5 Tube Column A500 46 32 M36 N36 N40 TU6X6X5 Tube Column A500_46 Typical RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- MOLINS.r3d] Page 4 48'-5' (N)T.O. STEEL BM. 4 • 3; 0 1 C-4" 14'-4" 14*-4. 158x8x5 1 RM. BM. - AT-WW ALL TS6x6x5/16 RTN. BM. W SUPPORT- Iseiteritei 1■. • •1I ; 6 ) •••..., • 52'-6' T.O. COPING 49'-11' (E) T.O. COPING 44'-1' d, (E) T.O. COPING 38'-9' D.DT.O. STEEL BM. 25'-4' (N)B.O. STEEL BM. TS8x8x5/1re_RTN,_8■4•___I TS8x8x5/16 . BM. I MAIN ROOF BEHIND TO 6ii6k5718 RTN78M. 8x8 RT14.--81A• c. _ _ . 19'-4• T.O. COPING 4) •7? (E) FIN. FLR. STELL FRAME ELEVATION AT MAIN SUPPORT • • /8"= 1 -0" I SCALE I -.3k /ft -13. N18 Loads: BLC 1, tl Solution: Envelope 666 M n c-0 /s JOMJ T rupoAJ rotce. FOK rate-C-C-' N24 ANF & Associates MMW Jan 18, 2010 at 7:10 AM 29407seafoodcity -sign-S U PPORT -... Loads: BLC 2, wl Solution: Envelope ANF & Associates MMW Jan 18, 2010 at 7:10 AM 29407seafoodcity -sig n -S U PPORT -... • • Company : ANF & Associates Designer : MMW Job Number : Jan 18, 2010 7:10 AM Checked By: Envelope Joint Reactions Ic Ic -ftl Ic MZ fk -ft l Ic 1 N18 max -.03 1 15.49 1 3.069 1 11.82 1 .155 1 .238 1 2 min -.03 1 15.49 1 3.069 1 11.82 1 .155 1 .238 1 3 N20 max .003 1 4.535 1 3.681 1 0 1 0 1 0 1 4 min .003 1 4.535 1 3.681 1 0 1 0 1 0 1 5 N22 max -.003 1 4.535 1 3.683 1 0 1 0 1 0 1 6 min -.003 1 4.535 1 3.683 1 0 1 0 1 0 1 7 N24 max .03 1 15.49 1 3.42 1 13.482 1 -.15 1 -.238 1 8 min .03 1 15.49 1 3.42 1 13.482 1 -.15 1 -.238 1 9 N31 max .483 1 0 1 13.997 1 0 1 0 1 0 1 10 min .483 1 0 1 13.997 1 0 1 0 1 0 1 11 N25 max -.076 1 0 1 15.951 1 0 1 0 1 0 1 12 min -.076 1 0 1 15.951 1 0 1 0 1 0 1 13 N26 max .076 1 0 1 15.947 1 0 1 0 1 0 1 14 min .076 1 0 1 15.947 1 0 1 0 1 0 1 15 N34 max -.483 1 0 1 14.047 1 0 1 0 1 0 1 16 min -.483 1 0 1 14.047 1 0 1 0 1 0 1 17 Totals: max 0 1 40.05 1 73.796 1 18 min 0 1 40.05 1 73.796 1 RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- SUPPORT- COL.r3d] Page 1 r- Company : ANF & Associates Designer : MMW Job Number : Jan 18, 2010 7:10 AM Checked By: Envelope ASD Steel Code Checks ... Locrftl Ic Shear C.. Locrftl Dir lc Fa rksil Ft rksil Fb v -v r... Fb z -z r... Cb Cm v Cmz ASD Ean 1 M23 HSS20X4... .304 8.312 1 .043 8.411 y 1 19.651 27.6 27.6 30.36 1 .546 .85 H1 -2 2 M24 HSS20X4... .307 8.312 1 .049 8.411 y 1 19.651 27.6 27.6 30.36 1 .553 .85 H1 -2 3 M25 HSS2OX4... ,307 8.312 1 .049 8.411 y 1 19.651 27.6 27.6 30.36 1 .553 .85 H1 -2 4 M26 HSS2OX4... .304 8.312 1 .043 8.411 y 1 19.651 27.6 27.6 30.36 1 .546 .85 H1-2 5 M27 TU6X6X5 .228 14.5 1 .042 14.5 y 1 18.823 27.6 27.6 27.6 1.....406 .85 H1 -2 6 M28 TU6X6X5 .209 0 1 .032 0 y 1 18.823 27.6 27.6 27.6 1 .983 .85 H1-2 7 M29 TU6X6X5 .228 0 1 .042 0 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 y 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 .....386 .85 H1 -1 I RISA -3D Version 5.0d [C: \RISA3D\29407seafoodcity- sign- SUPPORT- COL.r3d] Page 2 • Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 r Al I''2 AP' `k t' fib ; -6 rti`c- ,Q7�% PAL I 03% L X33 = o Z° I flt-G coy wrq lb) Joe No. Br DATE SH. OF wes.)("t 1-116 ;')--t° 4\f >10,7-P • go- ANF & ASSOCIATES Tel: (626) 448 -8182 Consulting Structural Engineers Fax: (626) 448 -8092 9420 Tclstar Ave., Suite 1 18, 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: 12:45PM, 20 JAN 10 Steel Beam Design Page 1 29407seafoodcity. ecw:Calculations Description CHECK E BEAM W BRICK General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W36X135 Center Span Left Cant. Right Cant Lu : Unbraced Length 43.00 ft 8.50 ft 8.50 ft 0.00 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together Fy Load Duration Factor Elastic Modulus 36.00 ksi 1.00 29,000.0 ksi Distributed Loads Note! Short Term Loads Are WIND Loads. #1 #2 DL 1.620 0.880 LL 0.450 0.150 ST Start Location -8.500 -8.500 End Location 51.500 51.500 Summary #3 #4 #5 #6 #7 k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress Using: W36X135 section, Span = 43.00ft, Fy = 36.0ksi, Left Cant. = 8.50ft, Right Cant. = 8.50ft End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 652.447 k -ft 869.220 k -ft Max. Deflection fb : Bending Stress 17.835 ksi 23.760 ksi Length /DL Defl fb / Fb 0.751 : 1 Length /(DL +LL Defl) Shear 69.549 k 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 @ Center @ Center a Cants @ 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 97.55 79.05 79.05 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 91.95 91.95 91.95 91.95 84.15 84.15 84.15 k 84.15 k ANF & ASSOCIATES Tel: (626) 448-8182 Consulting Structural Engineers Fax: (626) 448-8092 9420 Telstar Avc., 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 35.550 in Weight Web Thick 0.600 in Ixx Width 11.950 in Iyy Flange Thick 0.790 in Sxx Area 39.70 in2 Syy Rt 2.930 in R-xx R-yy Values for LRFD Design.... J Cw 7.000 in4 68,000.00 in6 Zx Zy K 134.85 #/ft 7,800.000 in4 225.000 in4 439.000 in3 37.700 in3 14.000 in 2.380 in 509.000 in3 59.700 in3 1.540 in Sketch & Diagram 207k15 14“11I11111111i 1 1=ffil 8.55 135 Mmax @ left 116 86k-fl Rmax = 97 549k Vmax © left = 695491, Dell @ left end = -0 55491n Mmax = 652 45.9 Dmax = .0 9321n 652.45, 507.40 i 579.95 : 434.90 I -1 • '-.3286 29 . 40 87 • L . . . . - ... I - - . . • _ _ . I-217 48 ! 9144.99. 1 • 1 720.19 , . - • -95:18,;6 76 01,111 Ido in eis 60 55 , 55.84 8.5ft 41.73 77 82 . 13 01. 00, Mmax @ righl = 118 865-9 • 13 91'- , • Rmak = 975491, 1787- , 3 Vmax © rt = 69 549k -55.04 • @ tight end = -0.56071n 0. &I116•11 518 VM . 11.81 17.83 23.8e 20.88 Location (ft) 35.80 41.93 47.95 53.88 8b8 0.50 042:- i 1 11.81 17.83 21.88 20.88 3320 41.83 47.95 53.98 80.0 i ; • • r Location (ft) - .. ,E. ate: . ■ • 1 I.. I t .0.47 • . I - c:etrDpie,.. :7983 .qi,,,i, 'f.78 -4-11.8-1 11.83 23.88 281-...88- --- Sj135.00 Location Iftl ( €6 41.03 47.05 53.08 eir.o 1 KOHLER® KINGSTONTM Features • Vitreous china • Wall -mount • With hanger • With overflow • ADA compliant WALL -MOUNT LAVATORY K -2005 `F_`E ®PY :ALSO K -2006, K -2007 ADA Permit No. • Drilled for concealed arm carrierp 0.' W"PvEe` o ppridrv,,,i I- • Optional soap dispenser hole one left.( -L) or nght ( -R) • 8" (20.3 cm) centers, 4" (10.2 cm), centers �r single hole • 21 -1/4" (54 cm) x 18 -1/8" (46 cm) Codes /Standards Applicable Specified model meets or exceeds the following: • ADA • ASME A112.19.2/CSA 845.1 • ICC /ANSI A117.1 Specified Model REVIEWED FOR CODE COMPLIANCEColors /Finishes APPROVED . 0: White . Other: Refer to Price Book for additional colors/finishes APR 0 9 2010 Accessories: o CP: Polished Chrome . Other: Refer to Price Book for additional colors/finishes City of Tukwila Model DescripjonBUILDI\IG DIVISION Colors /Finishes K -2005 Lavatory with 4" (10.2 cm) centers less soap dispenser hole ❑ 0 ❑ Other K- 2005 -L Lavatory with 4" (10.2 cm) centers with soap dispenser hole on left ❑ 0 ❑ Other K- 2005 -R Lavatory with 4" (10.2 cm) centers with soap dispenser hole on right ❑ 0 ❑ Other • K -2006 Lavatory with 8" (20.3 cm) centers Tess soap dispenser hole ❑ 0 ❑ Other K -2007 Lavatory with single hole Tess soap dispenser hole ❑ 0 ❑ Other K- 2007 -L Lavatory with single hole with soap dispenser hole on left ❑ 0 ❑ Other K- 2007 -R Lavatory with single hole with soap dispenser hole on right ❑ 0 ❑ Other Recommended Accessories K -8998 P -Trap CORRECTION 0 CP ❑ Other LTR# Product Specification The lavatory shall be 21 -1/4" (54 cm) in length and 18 -1/8" (46 cm) in width. Lavatory shall be made of vitreous china. Lavatory shall be wall- mounted with hangers. Lavatory shall have 8" (20.3 cm) centers (K- 2006), 4" (10.2 cm) centers (K- 2005), or single hole (K- 2007). Lavatory shall have overflow. Lavatory shall be ADA compliant. Lavatory shall be drilled for concealed arm carrier. Lavatory shall have optional soap dispenser hole left ( -L) or right ( -R). Lavatory shall be Kohler Model Page 1 of 2 116611 -4 -CH 1- 800- 4KOHLER (0ft. ox3 RE CE 1 i 0 APR 012010 800 - 45 (1- 6 -4537) www.kohler.com Inc CHI i1T "am& KINGSTONTM Technical Information Lavatory is ADA compliant. ADA Fixture ": Basin area 16" (40.6 cm) x 10" (25.4 cm) Water depth 3 -1/8" (7.9 cm) Drain hole 1 -3/4" (4.4 cm) D. * Approximate measurements for comparison only. Holes K -2005 K -2006 K -2007 Spout 1 -1/4" (3.2 cm) D. 1 -3/8" (3.5 cm) D. 1 -3/8" (3.5 cm) D. Faucet 1 -1/4" (3.2 cm) D. 1 -3/8" (3.5 cm) D. NA Soap dispenser 1 -1/4" (3.2 cm) D. NA 1 -1/4" (3.2 cm) D. Included component: Hanger 1 64839 Concealed Arm Hole Location 1/2" (1.3 cm) 4" (10.2 cm) K -2006 2" (5.1 cm) 4'(10.2cm 3 -3/4" (9.5 cm) Faucet Holes Installation Notes Install this product according to the installation guide. For commercial installation a concealed arm carrier is required, and is NOT supplied by Kohler Co. 1 -1/4" (3.2 cm) D. 17 -1/4 ".(43.8 cm) 1 -1/4" (3.2 cm) D. Leveling Screw Locking Device Hole 21-1/4" (54 cm) Hole -T- 33-1/4" (84.5 cni) 8 -1/4" (21 cm) 29 -1/8" (74 cm) 3/8" Hot 1.- 12" 5" (12.7 cm (30.5 cm) 4 -3/8" (11.1 cm) 7 -1/4" \ (18.4 cm) 3/8" Cold \ 1 -1/4" OD 4" (10.2 cm) Standard Installation 12 -7/8" (32.7 cm) _;(22:9`cm) Min Recommended ADA Installation 4 -1/4" (10.8 cm) 31" (78.7 cm) Product Diagram 4 -1/4" (10.8 cm) K -2005 4" (10.2 cm) -R U 4 -1/2" (11.4 cm) K -2007 4 -3/8" (11.1 cm) -R 3 -3/4" (9.5 cm) T3 -3/4" (9.5 cm) KINGSTON,M WALL -MOUNT LAVATORY Page 2 of 2 116611 -4 -CH THE BOLD LOOK OF KOHLER. � PERMITC COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -023 DATE: 06/08/10 PROJECT NAME: PHARMACITY SITE ADDRESS: 1368 SOUTHCENTER MALL, STE 130 Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Bu' iTding' Dtiisionyt r "V Public Works ■ &, &h ■11 41. I' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 414 Prev'edition Structural u (0'16g Planning Division Permit Coordinator Complete Comments: Incomplete ❑ DUE DATE: 06/10/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: [IL DUE DATE: 07/08/10 Approved with Conditions n Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 i • PE � , �`r�. �.' ;•' ,fit PY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -023 DATE: 04 -01 -10 PROJECT NAME: PHARMACITY SITE ADDRESS: 1368 SOUTHCENTER MALL SUITE 130 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPARTMENTS: WC/ I`O`C Budding Division Public Works • n Fire Prevention Structural Planning Division C ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 04-06 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 05-04 -10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PERMIT C RDC PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D10 -023 PROJECT NAME: PHARMACITY SITE ADDRESS: 1368 SOUTHCENTE Original Plan Submittal X Response to Correction Letter # 1 DATE: 03/10/10 R MALL, STE 130 Response to Incomplete Letter # Revision # after Permit Issued EPAR MENT : 1.1kcr-tV Bui ding 'vision Public Works 7.• ( 0 Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete tgl Comments: Incomplete ❑ DUE DATE: 03/11/10 Not Applicable E Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/08/10 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 3 - l _ t 0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PE I C Y. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -023 DATE: 01 -26 -10 PROJECT NAME: PHARMACITY SITE ADDRESS: 1370 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPAR MEN S: )n -c 0 uildin• Division Ic ,¢u/L --s -t0 Fire Prevention as Structural Planning Division 1-1 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -28-10 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -26-10 Approved ❑ Approved with Conditions 17 Not Approved (attach comments) K Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ni01�� Departments issued corrections: Bldg Fire ❑ Ping ❑ PWX Staff Initials: Documents/routing slip.doc 2 -28 -02 PROJECT NAME: Pharmacity PERMIT NO: D10-023 SITE ADDRESS: 1368 Southcenter Mall, Ste 130 ORIGINAL ISSUE DATE: 04/66/2010 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 06/08/2010 JEM GUAVA l („7 IC' and all Summary of Revision: revise fixture /floor plan per new tenant fixture plan: remove prescription area related items and equipment - remove doors #59, 62, and 63, revise sales area counter, revise gondola/shelving Layout, revise reflected ceiling plan Received by: 4 (14_,..) 2e.e ..i c3 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 06/10/2010 Plan Check/Permit Number: D10 -023 O Response to Incomplete Letter # O Response to Correction Letter # Rectal.. env m Revision # 1 after Permit is Issued opfrirerr� O Revision requested by a City Building Inspector or Plans Examiner JUN 0 8 2010 Project Name: Pharmacity °E.1441T caner, Project Address: 1368 Southcenter Mall Suite 130 Tukwila, WA 98188 Contact Person: Bill Beebe Phone Number: (310) 826 -2100 Summary of Revision: Sheet A -1.0: Revised suite 130 fixture /floor plan. Sheet A -1.5: Re- vised suite 130 fixture /floor plan per new tenant fixture plan; removed prescription area & all related items & equipment; removed door #59, 62 & 63 (part of prescription area); revised sales area counter; revised gondola /shelving layout; revised reflected ceiling plan per new tenant; revised floor finish pattern per new tenant. Sheet A-4.2: Revised suite 130 interior elevation. Sheet A -7.0: Removed door #59, 62 & 63 from scope of work per revised suite 130 fixture plan. Sheet E -1: Revised single line diagram; deleted keyed notes 1, 2 & 3. Sheet E -5: Revised electrical plans per new tenant. Sheet E -8: Revised panels CK, HA, M and LB schedule; deleted panel HB schedule. Sheet M -1: Provided fly fan schedule as required. Sheet M -2: Revised suite 130 ceiling register location per revised ceiling /lighting plan. Sheet P -1.0: Removed hand sink and all associated piping per architectural background. Sheet P -2.0: Removed hand sink and all associated piping per architectural background. Sheet P -3.0: Revised gas piping plan per reroute & relocation of gas meters. Sheet Number(s): A -1.0, A -1.5, A-4.2, A -7.0, E -1, E -5, E -8, M -1, M -2, P -1.0, P -2.0 & P -3.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: IX Entered in Permits Plus on H:.Applications\Forna- Applications On Line\2009 -08 Revision Submittal.doc Created 8 -13 -2004 Revised: 8 -2009 • City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa. us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/24/2010 Plan Check/Permit Number: D 10-023 ❑ 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: Pharmacity Project Address: 1368 Southcenter Mall — Suite 130 Contact Person: 1311i 15t r Phone Number: Summary of Revision: Sheet Number(s): I i•° +, /4 — '2 /4-90 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 /OI /20In Plan Check/Permit Number: D 10-023 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner e.4g to MAR 10 2010 PERMIT CENTER Project Name: Pharmacity Project Address: 1368 �Soutthcenter Mall, Ste 130 1 Contact Person: ' ILL f't5I�� Phone Number: 310)026 - 2 In, Summary of Revision: Sheet Number(s): Th •° /-1.2, A -0.0, Vic-1.0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: kEntered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: h Ph/ La King County Department of Natural Resources and Parks Wastewater Treatment Division 4p10- 0)-3 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 Str)ddress Ce ���� Owner's �i 681 ` State ZIP me Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) i �(�' L 2 ne Number (with Area ode) (�—) &D2 - b06 6 Property ontact Phone Number (with Area Code) Owner' Mailing Address I1 ice'+ L; Ls eQ,, . / C C 613Q,C A. Fixture is Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 / / Sink, Clinic flushing 8 8 Sink, kitchen 3 2 /i>j 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 / j'.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 -ter d�L� RCE Property Tax ID# gzDz' 7ODI 93 Party to be Billed (if different from ow City or Sewer District 71.3CAC 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? 0 Yes 'Jlo Was building on Sanitary Sewer? ? es 0 No Was Sewer connected before 2/1/ 0 Yes Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? 0 Yes B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B •a-b RCE RCE RECEIVED JAN 26 2010 PERMIT CENTEF 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 unde tar • hat the capacity charge levied will be based on this information and any deviation will require resubmission of corr- s d • • -ter l ination of a revised capacity charge. I 10'1 hp Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 9/07) Date White - Kino County Yel - Local Sewer Aoencv Pink - Sewer Customer .4020 ,202M Contractors or Tradespeople Printer Friendly Page Page 1 of 1 • • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Tilton Pacific Const Inc UBI No. 602872954 Phone 9166307200 Status Active Address 4150 Citrus Ave License No. TILTOPC909CP Suite /Apt. License Type Construction Contractor City Rocklin Effective Date 2/16/2010 State Ca Expiration Date 2/16/2012 Zip 95677 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Tilton, James Richard President 02/16/2010 Tilton, Stephanie Kathleen Secretary 02/16/2010 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 INS CO OF THE WEST 2304298 02/11/2010 Until Cancelled $12,000.00 02/16/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 AMERICAN GUARANTEE e 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 Public Works Department, Engineering Memorandum TO: Bob Giberson, Shelley Kerslake, Robin Tischmak, Joanna Spencer FROM: Cyndy Knighton DATE: April 14, 2010 RE: Seafood City. Impact Fee Calculation This memorandum is to document the impact fee calculation for the Seafood City site to be constructed on the first floor of the currently vacant Mervyn's building at Westfield Mall. This portion of the Westfield Mall is not covered under the Development Agreement entered into between the City and Westfield as part of their major expansion completed in 2008. The Mervyn's building has been vacant for more than 12 months and is viewed by the City as its own structure, therefore the site redevelopment/change of use is subject to TMC 9.48 (concurrency and impact fees). Westfield brought this potential use to the City last fall. In a series of emails and meetings I presented my thoughts that adding a specialty grocery store to the Southcenter Mall site would probably not generate trips at a rate as high as a stand -alone supermarket, but that the lower rate of a shopping mall would not apply either. At a meeting with Nick Lee (Westfield) in late October, 2009, Moira Bradshaw and I encouraged Westfield or Seafood City to hire a qualified traffic engineer to study the trip generation characteristics and propose an appropriate trip generation rate. I was aware that Westfield had retained TSI to conduct the study in November 2009, but nothing was submitted for review until today. Use of the trip generation rate provided in the Technical Memorandum dated November 16, 2009 authored by David Markley, TSI, is an acceptable alternative to application a freestanding supermarket or a shopping center. Because of the unique location of the proposed Seafood City, it is also acceptable to apply both pass -by rates and internal capture rates that were applied in the Westfield EIS, written for the major expansion mentioned above. But as this site is subject to TMC 9.48 and not the Development Agreement, the impact fee must be calculated in a consistent manner to the 2007 Impact Fee Schedule. The attached table summarizes the methodology used which applies the pass -by and internal capture rate reductions as well as a trip length adjustment factor consistent with a Shopping Center of 400,000sf or larger. Westfield currently has a credit balance of overpaid impact fees. At Westfield's option, application of the overpayment could be applied toward this impact fee. Westfield can retain the credit and apply that balance to other future applications through December 7, 2011. Seafood City must submit payment of impact fees in the amount of $172,215.74 prior to issuance of any building permit. w:\pw eng \old p drive \cyndy \development review\seafood city impact fees.doc Westfield Southcenter - Seafood City Trip Generation Matrix W: \PW Eng \Old P drive \Cyndy \Development Review \Westfield Impact FeesWestfield Impact Fees Seafood City EIS Accepted Adjustment Rates + 2007 TIF Adjustment Schedule Use Quantity ITE LU Weekday PM Peak Hour Rate Total Expanded Southcenter Trip Generation Asian Grocery Store (specialty) 35,859 GLA custom 7.35 264 a Total Trips b Less Internal Capture Trips (based on Restaurant/Theater /Bank /Hotel) c Total Driveway Trips (c =a -b) 264 25% 66 198 Pass -by calculated at Shopping Center rate 17% 45 d Total Pass -By Trips 45 e Net New Trips (e =c -d) 153 Impact Fee Calculation (2007 Schedule) f Average Trip Length g Trip Length (based on 400,000sf shopping center rate) 3.7 2.4 h Trip Length Adjustment Factor (h =g /f) i Cost per Trip Zone 1 0.6 $1,736.80 j Impact Fee (j=e*h*i) $172,215.74 W: \PW Eng \Old P drive \Cyndy \Development Review \Westfield Impact FeesWestfield Impact Fees Seafood City TSI Transportation Solutions, Inc. 8250. 165th Avenue NE Suite 100 Redmond, WA 98052.6628 T 425 - 883.4134 F 425.867.0898 www.tsinw.com E To: Nicholas Lee Westfield - Southcenter From: David D. Markley, Transportation Solutions, Inc. Subject: Ethnic Grocer; Trip Generation iORANDUM 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. T I Transportation Solutions, lnc. Nicholas Lee November 16, 2009 Page 2 of 3 TRIP GENERATION STUDY METHODOLOGY The vehicle count was made by observing pedestrians and groups of pedestrians walking between the store entrance(s) to and from their vehicles. Taking this approach, both the vehicle count and the average vehicle occupancy could be recorded. At the Renton site, the grocer was located on a stand -alone pad. At the Bellevue and Edmonds sites the grocery store entrances were situated away from the entrances to the other surrounding businesses but with the volume of inbound and outbound customers, the grocery customers could be easily distinguished from the other store customers. The Kent site was within an enclosed mall area and not all customers entering the grocer could be traced directly to their vehicles. There may have been some over - counting at this site which would result in a more conservative (higher than actual) trip generation. The building areas were determined from a combination of county property records, physical measurement of the exterior of the building, and aerial photographs. A summary of the individual trip generation is presented in the following table. Site /Grocer Floor Area (Square Feet) Peak Hour Vehicle Trips (In and Out) Average Vehicle Trip Rate Renton/Uwajimaya 31,000 200 6.46 Kent/99Ranch 60,000 341 5.68 Bellevue/Uwajimaya 20,000 249 12.45 Lynnwood /99 Ranch 60,000 340 5.67 This shows the PM Peak hour generation for three of the four sites to be between 5.6 and 6.5 trips per 1000 gross square feet. The trip rate for the Uwajimaya site in Bellevue was noticeably higher at 12.45. This apparent disparity appears to relate to the fact that the floor area is noticeably smaller while the product mix (with some decline in selection) is essentially the same as in the larger 31,000 square foot Renton store. Further, the Bellevue Uwajimaya is located in a retail center bordered by three major arterial streets that are commuter routes, which likely contribute to an increase in pass - by trips. The trip generation data was plotted to illustrate the average trip rate and a fitted curve rate similar to the way data is presented in the Trip Generation, 8th Edition, Institute of Transportation Engineers. This plot is summarized on the following chart. 2 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,ps per 1000 square foot. This trip generation calculation for this use will need to be adjusted to reflect the e elf' a o 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 s) T = Average Vehilce Trip Ends N N W W F n O O 0 O O O. C Uwajimaya.(Bellevue) Uwajimaya (Renton) 1 i i 99 Ranch (Ed • - ►,1 99 Ranch (Kent) Fitted -Curve Equation T = 3.0503X + 150.37 R2 = 0.7346 i w i 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,ps per 1000 square foot. This trip generation calculation for this use will need to be adjusted to reflect the e elf' a o 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: 0440 .ftiteu," Page 1 of 1 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: - ,1.2.:,m �._.... -... a.. y.'. ..M.,.�. From: "Shelley Kerslake" To: "'Bob Giberson "' Date: 04/14/2010 10:28 AM Subject: FW: Attachments: Bob — Here is the e-mail that details the analysis. From: Brent Carson [mailto :bcarson @GordonDerr.com] Sent: Wednesday, April 14, 2010 9:45 AM To: Kerslake, Shelley Cc: Lee, Nick; Ritch, Antony Subject: Shelley, Page 1 of 3 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 \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 Sales 440 Common Areas 1059 Entry Vestibule 235 Utility Room 76 Toilet Rooms 210 Corridors 538 6-6,336 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 \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 Page 3 of 3 I appreciate your help and look forward to talking with you later today. Brent Carson GordonDerr LLP 2025 First Avenue, Suite 500 Seattle, WA 98121 -3140 206 - 382 -9540 fax 206 - 626 -0675 bcarson @GordonDerr.com www.GordonDerr.com This e -mail is intended only for the use of the individual or entity to whom it is addressed and may contain confidential, privileged information. If the reader of this e-mail is not the addressee, please be advised that any dissemination, distribution or copying of this e -mail is strictly prohibited. If you receive this communication in error, please call (206)382 -9540 and return this e-mail to GordonDerr at the above e-mail address and delete from your files. Thank You. Click here to report this email as spam. file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4B... 04/14/2010 ' RE: SFC Southcenter Joanna Spencer - RE: SFC Southcenter Uti Page 1 of 1 From: "Bill Beebe" To: "Joanna Spencer" Date: 02/16/2010 10:20 AM Subject: RE: SFC Southcenter Seafood City + sub - tenants within the former Mervyn's space - 35,936 SF Mall food uses: Chowking /Tokyo Tokyo (on west side of mall) - 4,688 SF Jollibee/Red Ribbon (on east side of mall) - 3,824 SF Hope this helps. Bill Original Message From: Joanna Spencer [ mailto :jspencer(a,,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 11, and it needs to be paid in order for all four TI permits to be issued. I know they might not be happy with this amount, so in this case please refer them to the City Atty. Thanks. Joanna »> Jennifer Marshall 04/12/2010 11:52 AM »> Joanna, The Permit Center needs these Traffic Mitigation Fees ASAP. Otherwise the interior tenant improvement permits are ready to go (D10 -019, D10 -021, D10 -022, and D10 -023). Thanks! Jennifer pio - 023 file: / /C:\ temp\ XPGrpWise\ 4BC33A46tuk- mail6300- po10016B6D361741 C 1 \GW }00001.... 04/12/2010 Page 1 of 1 Jennifer Marshall - Re: Seafood City Permits - please advise From: Steve Lancaster To: Jennifer Marshall Date: 04/12/2010 11:39 AM Subject: Re: Seafood City Permits - please advise CC: Bob Giberson; Jack Pace; Shelley Kerslake Traffic mitigation fees for these permits should be handled as for any other permits, as provided by City Code. While I have listened to the concerns that representatives of Westfield have expressed about these fees, I have been clear with them that they need to go through the normal process if they disagree with any assessments. My understanding is that Westfield's attorney was going to contact the City Attorney to discuss his opinion that this project is exempt from the mitigation fee. That's the proper procedure, and I expect the City Attorney will consult with the Public Works and DCD Directors as may be appropriate. Absent their finding to the contrary, my understanding is that the amount of the fee should be determined and paid prior to permits being issued. Thanks, for checking. I'll copy this to Shelley, Bob and Jack to make sure we are all on the same page. Steve Lancaster City Administrator City of Tukwila, WA 206/433 -1850 »> Jennifer Marshall 04/12/2010 10:25 AM »> Good morning Steve, As you know, there is discussion being had over the traffic mitigation fees for the Seafood City project. Before I am able to issue any of these permits, I have been told to get direction from you. These permits have been organized so that there are five different building permits. One permit is for the exterior building and site work while the other four are for the interior tenant improvements (Seafood City Market, Pharmacity, Valerio's Bakery, and Pinoy). Currently the four interior tenant improvement permits are approved and ready to be issued. The only question is as to whether or not they can be issued prior to the traffic mitigation fees being decided upon and paid. Please advise. Thank you, Jennifer file: / /C:\ temp\ XPGrpWise \4BC30663tuk- mail6300 -po 10016B6D36174071 \GW } 00001.... 04/12/2010 • • Allen Johannessen Building Division City of Tukwila Department of Community Development 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 (206) 431 -3670 Please consider the following responses provided to satisfy the comments made for plan check # D10 -023 In reference to Pharmacity located at 1368 Southcenter Mall Suite #130 Tukwila, WA 98188. Response to Comment #1: See updated sheet T -1.0, clarified plumbing fixture calculations. Calculation provided for entire Seafood City Marketplace space which includes Seafood City market (D10 -022 & PG10 -008), Valerio's Bakery (D10 -019 & PG10 -006), Pinoy Kitchen (D10 -021 & PG10- 007, and Pharmacity (D10 -023 & PG 10 -009). Pharmacity (suite #130) is providing staff only toilet room in addition to required toilet facilities. Response to Comment #2: See updated sheet A -1.2, revised restroom plan and elevation to comply with ADA codes. Also updated restroom keynotes. Response to Comment #3: See clarified details #1 & 2/A -1.5, provided restroom and lavatory dimensions. Also see attached lavatory cut sheet for additional clarification. Sincerely, Bill Beebe Nadel Studio One, Inc. 1990 S. Bundy Dr. Fourth Floor Los Angeles, CA 90025 Cc: File CORRECTION btOOZ3 RECEIVED APR 012010 PERMIT CENTER March 22, 2010 ity of f Tukwila • Jim Haggerton, Mayor Department of Community Development Bill Beebe Nadel 1990 S Bundy Dr, 4th Los Angles, CA 90025 RE: Correction Letter #2 Development Permit Application Number D10 -023 Pharmacity —1368 Southcenter Mall, Ste 130 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 Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached 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, Bill Rambo Permit Technician encl File No. DIO -023 W:\Pennit CenterlCorrection Letters l20101D10 -023 Correction Letter #2.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 a Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: March 19, 2010 Project Name: Pharmacity Permit #: D10 -023 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Plumbing fixture calculations on the cover sheet indicates complying with Washington State (WS) Amendments of 1 fixture for each 500 occupants; which not the adopted WS amendments. WS Amendments read for Mercantile, 200 sq. ft. per person. If the calculations are for this tenant then indicate as such in the title block. Revise the fixture calculation to show compliance for this tenant space only since it is not required for this tenant to supply bathroom fixtures for the entire Seafood City. Show or cloud which bathrooms are the subject for this permit. If the bathrooms are not part of this permit, that table may be omitted to eliminate any confusion. The Mall has provisions for general public toilet facilities in other locations through out the mall. Please revise plumbing fixture calculations or remove table. (IBC Table 2902.1 WS Amendments Group M) 2. Restroom details on sheet A -1.2 #1 show grab bars located on the incorrect wall (angled wall). In addition, an 18inch vertical bar shall be located between 39 and 41 inches from the rear wall. Grab bars shall be provided on the rear wall and on the side wall closest to the water closet. Revise all relative plans to show grab bars meet ADA codes. (2003 ANSI 604.5 & 604.5.1) 3. In the unisex bathroom, the dimension between door and sink is insufficient to meet the accessible maneuvering clearance for entering or exiting the restroom. Per figure 404.2.3.1, the least amount of space between the wall and the sink shall be 42 inches, *48 inches if a closer is provided. Please revise the detail and floor plan to provide sufficient clearance to meet accessible maneuvering requirements. (2003 ANSI 404.2.3 & Table 404.2.3.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • 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 -023 In reference to Pharmacity located at 1368 Southcenter Mall Suite #130 Tukwila, WA 98188. Response to Comment #1: See updated sheet DA -1.0 — provided suite numbers with reference permit numbers to clarify scope of demolition work for each permit/suite. Response to Comment #2: See updated sheet DA -1.0 and keynotes. 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/T 1.0 Response to Comment #3: See updated sheet A -0.0 — provided project criteria and reference permit numbers; and updated T1.0 — provided existing construction type information and updated applicable codes. 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 -023 In reference to Phamacity located at 1368 Southcenter Mall Suite #130 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 March 1, 2010 1 • m � �. a 1 � -� fr 1 f x, ad �,4 Jim Haggerton, Mayor Department of Community eVelopment Jack Pace, Director Bill Beebe Nadel 1990 S Bundy Dr, 4th Los Angles, CA 90025 RE: Correction Letter #1 Development Permit Application Number D10 -023 Pharmacity —1368 Southcenter Mall, Ste 130 Dear Mr. Beebe, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 'fer Marshall it Technician encl File No. D10 -023 W:\Permit Center\Correction Letters \2010\D10 -023 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 22, 2010 Project Name: Pharmacity Permit #: D10 -023 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 work. The plan index show the Demolition sheet crossed out and not submitted with this demo permit. Provide only the plan sheets relative to this demo permit. Clearly highlight or cloud the areas to be demoed. Do not provide engineering and calculations with the demo permit unless it is pertaining specifically to the demo work being performed. Please note for all future permits with engineering, the engineering specification on structural sheets refer to 2007 International building codes. Provide corrections to all engineering to show construction in compliance with 2006 IBC. 2. Please note that typically demo work for tenant improvements are included as part of the tenant improvement unless other specific circumstances require a separate demo permit. Demo permits typically are for demolition of an entire building on a site. 3. For this and all future permits for the seafood city tenant improvements, provide the suite numbers or name of the different tenant spaces on the plan. Provide building statistics along with code reference notes on the cover sheet. 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. • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 26, 2010 PROJECT: PHARMACITY 1370 Southcenter Mall, Ste 130 PERMIT NO: D 10 -023 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 Pharma City, Ste #130. Please note that due to the nature of the business and interior backflow devise for in- premise isolation is required. 3) Please clarify if the demolition shown on sheet DA -1.0. Is the new demolition or this demolition scope was already approved under the recently issued demolition permit? H: Joanna/D I 0-023 • 1 PUBLIC WORKS DEPARTMENT COMMENTS DATE: February 11, 2010 PROJECT: Seafood City Exterior /Site Work 1370 Southcenter Mall PERMIT NO: D10 -020 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Sub . 't th in ding ten ease terc names th tors siz g ca ulatio d label the size of each interceptor on plan__.- se interceptor serves. 2) Site Utility plan shall be prepared, signed and stamped by a licensed Washington State civil engineer. A clean out shall be provided at 100 foot intervals along the sewer lines and at all vertical or horizontal bends of 90 degrees or greater. Include attached City of Tukwila Clean - Out Detail SS -03. 3) Minimum size of sewer lines for a commercial building shall be 6 ". Show new pipes grades, slopes, lengths and invert elevations. Show vertical clearance between the proposed lines and existing pipes to avoid conflict. 4) Submit construction cost estimate fo fee. See attached PW Bulletin A- , -2. e work, in order to det 5) F 1 out the attached Traffic an quare footage of lease com. eted. 6) This prod ; ct is subject t Concurrency Test pplication fo space. Applicatio fee will be Traffic Impact fees, whi Engineer er the Tr.. ffic Concurrency Test Appli H: Joanna/D10-020 C- o2 -4e 0 ublic Works pe and spell o t each tena termined afte review is e determined by P ' Seni. Traffic is submitted. KEYNOTES 0 LINE OF (E) CANOPY TO BE RESURFACE/RE -SKIN, SEE A -4.0 FOR MATERIALS $ FINISHES 212'-II" 30' -5 I /2" 28' -0" 281-0" LINE OF SOFFIT AND /OR VALANCE, SEE A -2.0 REFLECTED CEILING PLAN LINE OF EXISTING CHEVRON BRACING, SHOWN FOR CLARITY ONLY NEW ALUGOBOND (ACM) COLUMN COVER AND CAPITAL NEW PILASTER, SEE A -4.0 FOR MATERIAL 4 FINISH NEW GLASS PANELS TO EXTENT SHOWN, GLE A -4.0 FOR ADDITIONAL INFO ADA ACCESSIBLE CHECKSTAND, SEE FLOOR PLAN NOTE #I * #"t WRAP EXISTING STEEL COLUMNS EXPOSED TO PUBLIC /CUSTOMERS VIEW IN/MIN. 20 GA. STAINLESS STEEL OVER MIN. 3/4" PLYWOOD TO CEILING HEIGHT, 513E h (E) CONCRETE SLAB, FINISH PER FLOOR FINISH PLAN PROVIDE %" GYPSUM WALL BOARD AT EXISTING STUD WALL TO EXTENT SHOWN ROOF ACCESS LADDER AND HATCH, SEE A -6.0 WALK -IN COOLER ACCESS LADDER, SZE a9 SOFT . . L- REQUIRED REGYGLIN (18.52.080 TMC)� 3 /a" 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 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 TI(E) HALLWAY #3 _v (TYP,) 4' -10" SHIPPING 4 RECEIVING CORRIDOR NEW TRASH COMPACTOR ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS (3) 2"47 CONDUIT, SEE ELECTRICAL DRAWINGS """:4-• • VW' 1M CDI REFRIGERATION WARNING ALARM, SEE REFRIGERATION DRAWINGS 22 TRENCH DRAIN, 5EE ® 4 27 A -b.l A -6.1 HERBERT N. NADEL STATE OF WASHINGTON 23 PROVIDE 3/4 PLYWOOD FINISH AT ONE SIDE OF COOLER 24 EXISTING ROOF AND OVERFLOW DRAIN TO REMAIN 25 EXISTING MARSH GAS VENT PIPE TO REMAIN 26 ON -SITE CONCRETE TO MEET AND MATCH FLUSH WITH FINISHED FLOOR 2'T EL EGTRIGAL EQUIPMENT DEDICATED CLEAR SPACE - PAINT 4" WIDE WHITE DIAGONAL STRIPING AT 2' -0" O.G. (2 GOATS), TYP. 28 SHEET METAL FALSE COLUMN, COORDINATE SIZE AND LOCATION WITH FIXTURE PROVIDER AND ELECTRICAL DINGS. SEE HALLWAY #2 4 _i 41 50. FT. 99 a ia ea 909 REQUIRED RECYCLING AREA (1852.080 TMC) FLOOR PLAN NOTES LOCKER ^ \_� 125 kr (TYP. OF 16) // / I X /;'< x �v_ \\,›/IfX, // // SUITE // / \ \� 150 ( (SEE SHEET A -I5) \ 11 I Pliq F-11-1 / III1 III1 1-1H HH IIII IIII v t/) KIM ij I PROVIDE (2) ACCESSIBLE CHECKSTANDS. CHECKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 36" AISLE ON CUSTOMER SIDE OF THE CHEGKSTAND IN/ 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 GHECKSTAND5 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 GHEGKSTAND TO BE OPEN @ ALL TIMES FOR CUSTOMERS WITH DISABILITIES ". SEC. . :3103A(c)2G(I I I). 3. WHERE "QUICK" GHECKSTAND(S) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. SEC.; 3103A(c)20(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-10 FOR MORE NFORMATION 6. PROVIDE STAINLESS STEEL METAL CLOSURE STRIPS @ ALL CASE and WALL INTERSECTIONS TYP. 't. ACCESSIBLE COUNTER MIN. 36" LONG AND NO MORE THAN 28" TO 34" ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 11225.4. 8. GENERAL CONTRACTOR TO HIRE REFRIG./MEGH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. Q. ALIGN ALL FINISHES $ 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. 13. 5EE PLUMBING DRAWINGS FOR SIZES and LOCATIONS OF FLOOR SINKS, FLOOR DRAINS: UNDERGROUND TRENCHES FOR WATER and DRAIN PIPES, GREASE TRAPS; VENT PIPE-5, WATER PIPES, and DRAIN PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 14. 5EE ELECTRICAL DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES FOR ELECTRICAL CONDUITS, FLOOR DUCTS, and STUB UPS; WALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 15. SEE MECHANICAL AND REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES, FLOOR SINKS, DRAIN LINES; VENT PIPES and WATER PIPES IN WALLS; ETC., and ADD. MISS. 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 CA5E5, 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. 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. 23. REFER TO ELECTRICAL DINGS. FOR NEW WALKER DUCT INFORMATION. 24. TACTILE EXIT SIGNS THAT STATE "EXIT" OR "EXIT ROUTE" TO BE INSTALLED AT ALL EXIT 25. DOORS AND EXIT ACCESS DOORS PER 10113. REFER TO SHT. A1 DOOR TYPES K, (SIM.) HALLWAY #1 n E STAIR #2 26. FOOD PREP AREA WALLS TO BE CONSTRUCTED ON CONS. CURBS REFER TO DETAIL 5 /A6.I, U.N.O. 21. THERE ARE NOT TO BE ANY UNNECESSARILY EXPOSED UTILITIES ALONG WALLS, CEILING AND FLOORS. 28. GENERAL CONTRACTOR TO PROVIDE POSTIVE SLOPE TO DRAINS IN FOOD PREPARATON, RESTROOMS. 2q. REFER TO DETAIL 4/A -6.0 AND MECHANICAL DINGS FOR MORE INFROMATION. w 0 a ■ / \ \ FS. '< X \ I \ / \ X \' < Y \ Y /) \ \ .< \ \ \ / \ \ y' I VIIQM�i\ ' \ ® ��(TYP) / . AMP LEGEND WALL TYPES PLANNING ',• No r - ► = -cart be r ► to plarts I • ut .:. • .. 9il IV I'I�I I�IIP�iiii�iul :u� 111 (E) CMU WALL (W/ FURRED WALL WHERE OCCURS) TO REMAIN (E) STUD WALL (E) I HR. RATED WALL (E) FULL HEIGHT DEMISING WALL (PROVIDED BY RETAIL CENTER) I HR. RATED WALL FILL E COPY Permit No. '0 1Q -(j:� , Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop conditions is acknowledged. By Date: ,,,,..,.....: e w-.:.:.:.:.:.....:.:.:.: r.:.:.:.:.:.:.:.: w.:.:.:.:.:.:.:.:.:.:.: w.:• ••.:.:.:.:.:.:.v :.:•:.:•••:.:.■ - -.a---xa ►:i__.►:_6.- - _:.:.e.:.:.w.:...a:....:.:OW. _-•• .-a- _ I 1-C-- r 9, - Ux� OM S FS. ; FD. } I: F F.n.0 - 1 f _ 5'1® REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. DRY STORAGE (N) STUD PARTITION WALL kV 5/8" GYP. BRD. BOTH SIDES TO MIN. 6" ABOVE CEILING LINE. ALSO REFER TO 12/A-62 AND STRUCTURAL DINGS. City Of Tukwila BUILDING DIVISION (N) 4' -6" HIGH LOW PARTITION WALL (N) COOLER/ FREEZER WALL REVIEWED FOR CODE COMPLIANCE , PEReIV; 7 2010 (N) CONS. SLAB (N) SLAB CUT FOR FLOOR DRAIN City of Tukwila � BUILDING rnviRinN z Q DRAWING TITLE: FLOOR 8' -0" V.I.F. 24' -9" 3'- =' 2' -IO' -6" 8' FIRE EXTINGUISHER, G -GLASS (K- GLASS IN KITCHEN) A -1.IB +-HB. HOSE BIB (5EE PLUMBING DRAWINGS) SCALE FLOOR SINK (5EE PLUMBING DRAWINGS) EVISION \1o, ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHfTECT 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 BID SET: 02 -09 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. RECEIVED CITY OF TI IK+MLA JUN u 8 2010 PERMIT CENTER VIO 4.6P 01/ 1 SUBMITTAL: 03 -24 -10 CONSTRUCTION SET: 04 -12 -10 REVISIONS: HEALTH DEPT. A VIDED BY BLDG. SAFETY 1 COMMENTS BLDG. & SAFETY COMMENTS A BULETIN #3 /\0:/20 3 4/010 BULLETIN #5 04/ BULLETIN 05/14/2028/2010 #64 10 DATE JOB NO:. 0 02-09-10 09293 I. SHEET NUMBER 1 A-1.Oeti so +111 -0lt AFF /J • r ;\,,,'" i r \\ AFF/ / � \ Vi $ .� a r ° ` � AFF At /e r ° AF / / \ ;//AFF AFF $1 �, 1 / \�� / - -� N -1 / I II I II /\ `s,, 1 1 II 1 +8' -2" /� \ AFF \-) 4***4 I taetejtilli ./ .A■ At. :D• / < %® `\ 11 `kO" // \ Affamilk# \\ , +,0„0", \ ,>4* AFF \ Ni4 \ ' 4074> 1.4 \ // /\ 'N`\\ // 00 \\ 110 I / ,,\,\ \\ \ ° %'� % / .\\ > \ % ` // /t# •��� ❖: ❖ :•1 -► :• :4 f\ \ / //, \\4 . AFF • •\• V II _ +101 -0" AFF / 4 In 0 ION is. 1 i ■ N- 10 /4 ►0 1► 1g, • +101 -011 AFF 1V--4 i 11 II 11 IF 11 II 11 (E) /I /I A -1 /\ / I I/ 1 1 - / I I g V I 7:•"1..: • -• - -X /. -. :.. : / '' FREEZER / I _IL_ 1 / / /I l . � ,_, - , _ 7 I . 1 ENLARGED SUITE 130 REFLECTED CEILING PLAN OM_ ,I, / 4 110i4 Arfai • • 4 Alr 10 it ►I K•1414 1 \1 I+. 44 , 40 4.44iA1 ° \\ \ II ►i S 4v4 ® X11► ;►, ►vv► • 4+ • A to+++ *44444444.4 /44; 4,4.■ 44,1its to 44 4 *it "43 ;SS 6, 4/4}404.4.4.4.40A.Amma6 4\ 4:44+ 4 438.4 0+4 "i#F4 sTs+ 4 04 • 1111,12P0 ►4 NORTH Al■ SCALE as _T--1 / / / i° /' <� \\ 'K > 7///// / i/ < 4,2).\ \ \ \ \fir /> / /� / �\%< /� \ / / \\ !� / SALES // \\ \\ \ J \ \\ / \ >2 >y / 130 -I0I SERVICE 130 -102 130 h / / < 4 \ / •< \\ / \ \ II I �\ \\ \ \ 111 \\ i\> // 11 1 \ / // 1L `�\,/ 11 \ 1 ' %. ,'$ /4 /.� \\ 11 I 4 \ 4\ / / ����,1 3 srh •����•�•�•I�iZ�1 61 \A / -4, / I zzi At `� L1 J m V,At:k 4 __ _..-- / 5 51 -6" i® / UNI -SEX �! .� TOILET' k� 130 -104 1 REFER TO 3/A -1.2 / FOR TYPICAL MOUNTING l \ HEIGHT REQUIREMENTS •/ > r- / S \/ . s, 10 ►q i 4• ►z•_41► ►► V4 • 4► ►E PP 4. . • • 10 I' -4" II 11 II 11 IF- 11 II 11 J ■ Irr / 1' -111 ALIGN MEM IN FILL (E)OFNG. 0 4" AR STORAGE 130-105 (E)STAIR #2 11421 /I /1 /I 1 /1 /1 /1 1 /I /1 ENLARGED SUITE 130 FLOOR PLAN NORTH SCALE SUITE 130 FINISH SCHEDULE ROOM NO. FLOOR ROOM NAME BASE SUS FINISH WALLS CEILING FASCIA SOFFIT MAT. FINISH MAT. FINI5H MAT. FINI5H MAT. FINISH CERAMIC TILE QUARRY TILE F- 1ST 3 rt 0 o 0 fa T -BAR GRID EGG SHELL- ENAMAL z -1 0 tu EGG SHELL ENAMAL 101 SALES 0 0 102 SERVICE 0 PRESCRIPTION AREA 104 UNI-SEX TOILET 0 0 105 FLOOR PLAN NOTES N /4 N Fs ea1.1111M/6.1.1.I.I.I.2AMMEN4alr '1 ■11■■■■■ ■■■ ■■ ■■i11■■■■111I1■ 4 A11 ■11 ■■■ ■■■■ ■■■■ ■l\ ■■ ■ ■■ I MN i. ii12 ■11■■ ■ ■111■ ■ ■ ■■ ■ ■ ■1.00=1•1111 `:wE\enlI ■ ■■ ■■1.7 ■■ ■■ ■ ■■► \■■imi ` \i ■ ■Iu■■■■`n!s■■■ ■ ■■■ii.um ` \o■1■■Yii■■■■■ u /\*`• X1■ ■ ■■ ■nriil■ ■ ■m■ ■'V1■■■■I! ■11 ■ ■■M11 v■ l N7■■ ■ ■ ■■rllsmc■ ■ ■ ■ ■ ■111•1■ ,/ ,-,., ..i. 11 /II A II 11 II EMI 0 D •U IUiliiiiiiiil11uI1MMI ■ ■il ■11 ■■■■tI■■■111 ■111■I l ■ ■■ •111 ■ ■ ■11 /■ ■■ ■III ■■ ■11 ■11 ■ ■11 ■ ■E1111 11 ■Ili ■ ■ ■11 ■ ■11 ■112MMILI ■■RIE Ii ■11/111 111■ ■11 ■I •••••►Ji•■II1t!1 ■ ■1I 11 ■111111 ■■ ■rI ■ ■ ■ ■III1 ■ ■11 I111IIII/11 ■ ■c ■11 ■ ■ ■111EIMI1I 11■611111NG■ ■L1111111II ■1I■IE 1111111111111161111111.2•11111111•181 ■ ■■ •11 ■■EG■G■■III■ ■■1111 1111■ ■11■ ■■■ INE•111111111111 •iIi1011I••■I■■••1II■11rL111 11■ ■■11■ ■ ■ ■ ■ ■ ■ ■IIi■1111111. !1111 ■11 ■■■VIII►1 ■ ■■III■I_■J11[ 11 ■cu ■11 ■ ■c ■ ■►1■ ■III■ ■■111 ■ ■ii ■1111G11! ■ ■ ►!�__ =11 ■11 ■1/11 11■■ ■11■ ■■■■■i■iil■ ■■111 ■11111111•■ ■Pl ■ %■■III11■ ■111 ENLARGED SUITE 130 FLOOR FINISH PLAN n REFER OORING MATERIALS AND FINISHES 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, UP. ALL RIGHTS RESERVED. NORTH NIP SCALE / F 71 11 11 SERVICE 130 -102 / / SUITE 130 / / 1,301 5Q. FT. / �� ` TOTAL / \ �/ > 0� \/ 1L 1■ > • 3, FLOOR \ DISPLAY / ►`� 4° �' K 1, • ►_w:wm*_m_4 WALL SHELVING �- - - -. 3' -0" k- IV n 0 UNI -SEX TOILET 130 -104 1 1► Ljt / 3'- Pfq WALL SHELVING STORAGE (E)STAIR #2 11421 /1 /1 /I /1 /1 NORTH PROVIDE (2) ACCESSIBLE CHECK-STANDS. CHECKSTAND5 SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 56" AISLE ON CUSTOMER SIDE OF THE CFECKSTAND W/ ADJOINING COUNTER HEIGHT NOT EXCEEDING 58" ABOVE THE FINISI-IED FLOOR NI 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 INHEEL CHAIRS WHICH DISPLAYS TI-E INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND and STATING "THE CHECKSTAND TO BE OPEN @ ALL TIMES FOR CUSTOMERS WITH DISABILITIES". SEC.: 3103A(c)20(11 I). 5. WHERE "QUICK" CHECKSTAND(S) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. 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 P.00M FINISH SCHEDULE, .-1,-IEET A-1.0 FOR MORE NFORMATION G. PROVIDE STAINLESS STEEL METAL CLOSURE STRIPS @ ALL CASE and INALL INTERSECTIONS - 7YP. ACCESSIBLE COUNTER MIN. 35" LONG AND NO MORE THAN 25" TO 34" ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 112213.4. 5. GENERAL CONTRACTOR TO HIRE REFRIGMECH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. q. ALIGN ALL FINISI ES 4 SEAL ALL GAPS. 10. *ERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE 4" PER FT. MAXIMUM. II. PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE ViALLS, FLOOR-CEILINGS and ROOF CEILINGS SHALL BE PROTECTED A5 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. MISC. NOTES and DETAILS. 15. SEE MECHANICAL AND REFRIGERATION DRAWINGS FOR 51E5 and LOCATIONS OF UNDERGROUND TRENCHES, FLOOR SINKS, DRAIN LINES; VENT PIPE-5 and ViATER PIPES IN ViALLS; ETC., and ADD. MISC. NOTES and DETAILS. 16. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB COOLER and FREEZER BoxEs WITH THE MANUFACTURER, PRIOR TO FORMING and POURING 11-IE CONCRETE CURBS. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB CASES, T1155 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 NEVq, VERIFY and INFORM ARCHITECT OF ALL DISCREPANCIES ON FLANS and OTHER DISCIPLINE PLANS MENTIONED ABOVE PRIOR TO COMMENCING 114E 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 REr-RIGERATION 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 GL. 22 NEW CONCRETE SLAB TO BE FLUSH INITH EXISTING ADJACENT CONCRETE SLAB. ALSO F-7:FER TO STRUCTURAL DWG5. 25. REFER TO ELEC'TRICAL DINGS. FOR NEW WALKER DUCT INFORMATION. 24. TACTILE EXIT SIGNS 'MAT STATE "EXT" 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. 21. NOT USED 28. GENERAL CONTRACTOR TO PROVIDE POSTIVE SLOPE TO DRAINS IN FOOD PREPARATON, 20i. REFER TO DETAIL cl/A-6.0 AND MECHANICAL DAGS FOR MORE 1NFROMATION. REVISION 02.3 KEY PLAN NO SCALE ENLARGED SUITE 130 FIXTURE PLAN SCALE -REVIEWED FOR CODE COMPLIANCE AP, WIVE JUN 1 7 z010 City of Tukwila BUILDING DIVISIMI SUITE 150 RECEIVED CITY OF TUKWILA JUN 0 8 2010 PERMIT CENTER 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 CONSTRUCTION SET: 04-12-10 NOBEL RETRII Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 4305 NREGISTERED ARCHITECT HERBERT N. NADEL STATE OF WASHINGTON CONSULTANT: .9k9 PROJECT: _iz g4 flez co he act 5 cc cz DRAWING TITLE: REVISIONS: A BULLETIN #6 A A A A A A DATE 02-09-10 09293 F: ea JOB NO. O SHEET NUMBER 6 A-1 5 CP_D MFG. FRAZEE COLOR LIFE COLOR CL211IW - ARROWROOT FINISH EGGSHELL LOCATION : WALL 1 SOFFIT PT -2 MFG. COLOR FINISH FRAZEE COLOR LIFE CL21 -13M TOFFEE : EGGSHELL' LOCATION : WALL / SOFFIT PT -3 MFG. : FRAZEE COLOR LIFE COLOR : CL2115D - VENISON FINISH : EGGSHELL LOCATION : WALL 1 SOFFIT FINISH SCHEDULE CF-rj".. MFG. FRAZEE COLOR LIFE COLOR • CL21T1N - TONTO FINISH : EGGSHELL LOCATION : WALL / SOFFIT MFG. • FRAZEE COLOR LIFE COLOR : GL3Oci5D SLATE FINISH EGGSHELL LOCATION : WALL / SOFFIT MFG. : FRAZEE COLOR LIFE COLOR : GL2S44D - DIALOGUE FINISH : EGGSHELL LOCATION : WALL 1 SOFFIT PT -4 MFG. : FRAZEE COLOR LIFE COLOR : CLI835D - SLAM FINISH : EGGSHELL LOCATION : WALL / SOFFIT SUITE 150 INTERIOR ELEVATIONS SCALE 1/4 " =1' -0" MFG. FRAZEE COLOR LIFE COLOR FINISH LOCATION �T_ ' MFG. COLOR FINISH LOCATION CLIb2bN - FRENCH NARROW : EGGSHELL WALL / SOFFIT FRAZEE COLOR LIFE GLIG153D WEEDEN EGGSHELL : WALL / SOFFIT MFG. : FRAZEE COLOR LIFE COLOR : GLVIII2N - METAPHYSICAL FINISH : EGGSHELL LOCATION : WALL / SOFFIT R -D MFG. COLOR FINISH . LOCATION : CR-) MFG. COLOR FINISH LOCATION MARLITE 318 WINDSOR ANIGRE. FAUX WOODGRAIN WALL NEVAMAR 1^152014T - GROWN CHERRY : WALL / SOFFIT MR -3 MFG. : NEVAMAR COLOR . 164AOOO2E TANGIER ANIGRE FINISH LOCATION : WALL / SOFFIT 4R_;4") MFG. ` COLOR PT-) I MFG. : FRAZEE COLOR LIFE COLOR : CLV2IObA - ISLAND FANTASY FINISH EGGSHELL LOCATION : WALL / SOFFIT NEVAMAR W5343PV - CREST MAHOGANY FINISH LOCATION WALL / SOFFIT MFG. : SUNBRELLA COLOR 46T7 - TUSCAN STYLE FINISH : FABRIC LOCATION : WALL / SOFFIT (M -- - -- == = - == = -MI•MM -- - -ar t riampipiesfflu ELEVATION A 11 IIII��IIIIIhIII��IIIIII��IIIIIIIII 111111 1 1111 N I 1 111111111 1 111 111 1111111111111111111• III11111III111IIIIIII{R® MIT VIA KU NM JII I l I 1 I I PT-b PT -10 PT -b PT-I CPT -1) INIVAPIWArti Fon �I • IIIIIIIIIIIIIII ELEVATION cs• MR -2 /T\ \ / v / X \ ~\ / v ,, /\ X \ > / v weif.--iir./Awmpwaw r CPT ELEVATION FE (R -- PROVIDE ETCHED STAINLESS STEEL FINISH BEHIND COOKING LINES A 1 -- - - - - -- ===--------------------------------------------------------------- PT -3 ELEVATION B ( R -) 11111 11 1111 11 1 ELEVATION D (MR -) • • COLUMN PROVIDE ETCHED STAINLESS STEEL FINISH BEHIND COOKING LINES PT -2 1: C.1 ELEVATION F C R-D \// / \ i SUITE 140 INTERIOR ELEVATIONS SCALE 1/4"=11-0" N OPEN 3E ND AL GOUNTE ❑11 1 1 1 ELEVATION A 111 ELEVATION D ObligHA@S SALES GOUNTE i ELEVATION • i i i ELEVATION E PHOTO DVD " - I\ /I\ /1 /1 \/ \/ 1 SALE GO�INTE 1 ir11 (1 W ELEVATION G REVISION NOiL o �oz3 REVIEWED FOR CODE COMPLIANCE APPS iU 2010 City of Tulciftfila BUILDING DIV1S1(1 1 ELEVATION H RECEIVED CITY OF TUKWILA JUN 0 8 2010 PERMIT CENTER SUITE 130 INTERIOR ELEVATIONS � SCALE 1/4 " =1' -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, LIP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 BID SET: 02 -09 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24-10 CONSTRUCTION SET: 04 -12 -10 NOBEL 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 REGISTERED ARCHITECT HERBERT N. NADEL STATE OF WASHINGTON CONSULTAN t ) C ) w O a DRAWING TITLE: REVISIONS: � BULLETIN #6 \ \ 05/14/2010 A n A A An DATE JOB NO. 05/14/2010 (CO 02-09-10 z 09293 i= W J A -4.2 m SHEET NUMBER 7 \ / \ / \ / \ / PHOTO P P /\ /\ / \ / \ / \/ \ 1/ V \I — — __ — — _�_ —x— -- - X i r \ \ - - . . D • ° II ° ELEVATION D ObligHA@S SALES GOUNTE i ELEVATION • i i i ELEVATION E PHOTO DVD " - I\ /I\ /1 /1 \/ \/ 1 SALE GO�INTE 1 ir11 (1 W ELEVATION G REVISION NOiL o �oz3 REVIEWED FOR CODE COMPLIANCE APPS iU 2010 City of Tulciftfila BUILDING DIV1S1(1 1 ELEVATION H RECEIVED CITY OF TUKWILA JUN 0 8 2010 PERMIT CENTER SUITE 130 INTERIOR ELEVATIONS � SCALE 1/4 " =1' -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, LIP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 BID SET: 02 -09 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24-10 CONSTRUCTION SET: 04 -12 -10 NOBEL 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 REGISTERED ARCHITECT HERBERT N. NADEL STATE OF WASHINGTON CONSULTAN t ) C ) w O a DRAWING TITLE: REVISIONS: � BULLETIN #6 \ \ 05/14/2010 A n A A An DATE JOB NO. 05/14/2010 (CO 02-09-10 z 09293 i= W J A -4.2 m SHEET NUMBER ROOM FINISH SCHEDULE DIRECTION OF WALLS, SEE SHT. A -I C C 14' -O" (SLIDING DOOR) ALUM STOREFRONT A PEEP HOLE, WHERE OCCURS TRANSOM 4 GLASS SUPPLIED 4 INSTALLED BY G.G. FLY FAN INSTALLED BY ELEC. CONTRACTOR TEMPERED GLASS (T) SUPPLIED 4. INSTALLED BY G.G. CLEAR ANODIZED FRAME TO MATCH (E) STORE - FRONT DOOR NO. ROOM N0. SIZE DETAIL THK. MAT'L TYPE FRAME HEAD/ JAMB SIM. LARD FIRE WARE PAINT RATING REMARKS SILL SET (MIN) (SEE DOOR SCHEDULE NOTES) ROOM NO BASE ROOM TITLE FLOOR MAT'L WAINSCOT DET. MAT'L HGT. WALLS CEILING HGT. REMARKS (SEE ROOM FINISH SCHEDULE NOTES) PAINTING WALLS 4 GEIL'G TRIM (E) I 101 (E) 32' -0" x 10' -0" MET. STL. (E) 101 ENTRY #I G.T. G.T. 11'-0" 102 102 120 -104 PROVIDE ASTRAGAL NOTE: SEE, DETAIL 11 A/A -5.I H.M. DOOR B VISION PANEL AS OCCURS 110 -104 131 NOT USED 14' -0" x 7' -O" 14' -O" x 7' -O" 3' -6" x 7' -O" 5' -6" x 7' -0" 6' -0" x 7' -0" 1 3/4" ALUM. ALUM. HM. HM. MET. ALUM. ALUM. HM. HM. STL. 20/A -6.0 20/A -6.0 34 /A-6A SIM. 34/A 42.0 SIM. 55/A -6.0 33/A -6.0 SIM. 33 /A-b.0 SIM. 35/A -6.0 NOT USED A NOT USED 5' -0" x '1' -0 (E) 3' -6" x 1' -0" (E) 4' -0" x 4' -0 (E) 7' -3" x 8' -0" (E) 1'-3" x 8' -0" 3' -0" x 7' -0" 13/4" 3/4" MET. HM. HM. MET MET HM. HM. HM. STL. STL. STL. HM. 34/A -6.0 52/A -6.0 33/A -6.0 (E) PANIC HARDWARE - V.I.F. (E) TRASH BIN ACCESS DOOR 34 (E) ROLL -UP DOOR 34 / 1 \ (E) ROLL -UP DOOR 7,21 NOT USED METAL LOUVER PANIC HARD - WARE WHERE OCCURS KICK PLATE, WHERE OCCURS H. M. DOOR G METAL LOUVER, WHERE OCCURS NOTE: SEE, DETAIL IC /A -5.1 H. M. DOOR D KICK PLATE, WHERE OCCURS H. M. DOOR F H. M. DOOR E ANOT USED NOT USED 15 16 17 18 Iq 20 21 22 25 10'1 130 108 122 113 123 124 125 121 3' -0" x 7' -O" COOLER DR. PR. 5' -O" x 7' -0" 5' -0" x 7' -O" PR. 2' -6" x 7' -O" 3' -0 x 7' -O" 3' -0" x 7' -0 5' -0" x 7' -0" 5' -0" x 7' -0" 15/4" 54/A -6.0 1 5/4" VIN HM. VIN I' 5/4" 1 5/4" 13/4" 13/4" HM. HM. HM. HM. HM. HM. HM. HM. J_ z 34/A -6.0 F.F. F.F. PAINT F.F. PAINT PAINT PAINT PAINT 1, 8, 15, 21, NO LOUVERS 13 -REFER TO REFRIGERATION DINGS. TRAFFIC DOOR 7, 21 TRAFFIC DOOR 7,2I,56 1, 12, 21, 25, 2q, 52, 47 7, 12, 21, 25, 2q, 32, 47 '7, 21, 36 SEPARATE TOP —�� FLAPPER, WHEN DR HT. > q6 ". (NOT HINGED 0 SIDES). CHAIN OPERATED HEAVY DUTY STEEL ROLL -UP DOOR PACKAGE 22" X 24" VISION PANEL PROVIDE DOOR BUMPER / JAMB GUARDS 10 50TH 5IDE5 OF DOOR. 28 2a 30 31 DOOR SHALL BE WEATHERSTRIPED AT EXTERIOR INSTALLATION ONLY TO CONFORM WITH ALL STATE TITLE 24,' REQUIREMENTS 130 COOLER DR. COOLER DR. COOLER DR. COOLER DR. FREEZER DR. NOT USED F.F. F.F. F.F. F.F. F.F. NOT USED NOT USED 13 REFER TO REFRIGERATION DINGS. 13 -REFER TO REFRIGERATION DINGS. 13 -REFER TO REFRIGERATION DINGS. 13 -REFER TO REFRIGERATION DINGS. 13 -REFER TO REFRIGERATION DINGS. 102 I03 104 105 106 101 108 1001 110 111 112 115 114 115 116 117 'I8 1lq 120. 121 122 123 124 125 126 127 128_ 1201 ENTRY *2 NOT USED NOT USED NOT USED CHECK STAND AREA OFFICE PRODUCE SALES SALES SEAFOOD SALES MEAT COUNTER SEAFOOD COUNTER MEAT PREP. SEAFOOD PREP. MEAT SALES MEAT COOLER FISH COOLER G.T. G.T. :21/A -6.1 11'-0" GROCERY /SEAFOOD/MEAT FREEZER C.T. G.T. Q.T. Q.T./C.T. Q.T./C.T. Q.T. Q.T. Q.T. Q.T. Q.T./CT CONC. CONC. CONC. G.T. G.T. Q.T. G.T. Q.T. G.T. Q.T. GONG Q.T. GONG Q.T. GONG Q.T. GONG Q.T. G.T. Q.T. GONG. GONG. GONG. 2I /A -6.I GB. GB. GB. GB. GB. GB. GB. GB. GB. GB. GB. 6L MAR MAR N.I.G. N.I.G. N.I.G. GB. N.I.G. N.I.G. N.1 .C. GB. N.I.G. N.I.G. N.I.G. GB I4-O" A.T. . q' ' -0' A.T. I2' -6" A.T. I3' -6" A.T. I3' -6" GB. 1 -0' AT. 0' -0 _ A.T. I0' -0' 55. MAR A.T. IO' -0' GB. A.T. I3' -6" N.I.C. N.I.G. N.I.G. I, 2, 5, 1, 23 2, 1, Iq,21 1, 2, 5, 1 I, 2, 5,7 I, 2, 5, 7, 22, I, 2, 5, 6, 22, 23 I, 2, 5, 6, 22, 23- ETCHED S.S. WALLS* I, 2, 6, 16, 22, 23 ETCHED 5.5. WALLS* I, 2, 6, 16, 22, 25 I, 2, 5, 1, 22, 3, 4, 24 3,4,24 3,4,24 y F. _ F. % F. F. FP. FP. FP. FP. FP. FP. FP. F.F. / - F.F. • FP FP. "'FP- _ F.F. FP. F.F. F.F. F.F. FGE. FGE. FGE. FGE. PR. 5' -0" x 7' -0" PR. 2' -6" x 1' -O" COOLER DR. ® VIN ®® F.F. F.F. F.F. TRAFFIC DOOR TRAFFIC DOOR 15 -REFER TO REFRIGERATION DINGS. NOT USED 5' -0, x 7' -0" 34/A -6.0 PAINT q, 21 156 NOT USED NOT USED NOT USED HALLWAY #I WOMEN'S LOCKER WOMEN'S TOILET MEN'S TOILET HALLWAY *2 MEN'S LOCKER JANITOR PRODUCE PREP. PRODUCE COOLER SHIPPING 4 RECEIVING WAREHOUSE ELECTRICAL ROOM NOT USED NOT USED Q.T. Q.T. Q.T. Q.T. Q.T. Q.T. Q.T. CONC. GONG. CONC. CONC. (E) Q.T. Q.T. Q.T. Q.T. Q.T. Q.T. Q.T. GONG. 4' -O" 2I/A -6.1 4' -O" 2I/A -6.1 GONG. WD. GRB. v. GRB. NO. GRB. PLY. 4' -0" PLY. 4' -0" GB. MAR MAR MAR GB. MAR MAR MAR MAR GB. MAR GB. MAR MAR MAR GB. MAR GB. MAR MAR MAR GB. MAR A.T. GB. GB. GB. GB. GB. q' -0' G11-01 q' -0' a' -0' q' -0' 2, 11, Iq, 26 I, 22, 23,26 I, 22, 25,26 SSESSE F.F. FP. 2, 11, 1q, 26 MAR MAR MAR MAR N.I.G. N.I.G. N.I.G. N.I.C. PLY. PLY. PLY. PLY. PLY. PLY. PLY. PLY. GB. GB. GB. GB. GB. q' -0' A.T. Q' -O' 22, 23, 26 I, 2, 6, 16, 22, 24 5,4,24 3, 4, q, 24, 25 3, 4, q, 24, 25 5, 4, 24 F. F. F. - FP. F.F. SGE. FGE. FP. FP. SGE. FGE. F. F. F. F. 56E - F.F. F.F. FP. FP. - 56E 55E 56E F.F. FP. F.F. F. - SGE. FGE. SGE. FGE. NRDE1 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 NREGISTERED ARCHITECT HERBERT N. NADEL STATE OF WASHINGTON SGE. SGE. SGE. SGE. F.F. SGE. SGE. SGE. SGE. F.F. PRODUCE DRY STORAGE CONC. GONE. MAR 4' -0" 21/A -6.1 6E3. MAR TRAFFIC DOORS & FIRE RATED TRASH IN ACCESS DOOR STL. ROLL -UP DOOR H STEEL DOOR J EXTRUDED ALUMINIUM TRACK GRILLE CURTAIN NOTE: SEE, DETAIL IIB /A -5.1 STEEL DOOR K HANDICAP ACCESSIBLE AND EXIT SIGNAGE LOCATION ON DOOR AND BRAILLE SIGN ON WALL. ADJACENT TO LATCH SIDE OF DOOR. KICK PLATE, WHERE OCCURS CONGEALED DROP BOLT LOCK OPERABLE TENANT SIDE SIDE FOLDING GRILLES L SLIDE -BOLT W/ HEAVY DUTY PADLOCK (I) EACH SIDE OF DOOR SILL (E) 44 141 (E) PR. 3' -0" x 71-0" 137 CORRIDOR GO; �G. GONG. 613. MAR GBX. GB. MAR GBX. 66. MAR GBX. A.T. q' -O' a., 24 SGE. SGE. SGE. SGE. GBX 11' -O" 143 (E) FR. 3' -O (E) 46 142 (E) PR. 3' -0" x 7' -0" 138 HALLWAY #5 13q ELECTRICAL. ROOM INTERIOR RATED FIRE DOOR SIMILAR NO PADLOCK A NOT USED / NOT USED 2b A -6.0 bA -6.0 25 - -. 26 • -b. 1, 2E, 33, 38, 4C NOT USED 1, 2C, 33, 38, 46 NOT USED 140 UTILITY ROOM GONG. (E) (E) (E) (E) (E) GB. GB. GB. (E) (E) (E) (E) (E) (E) (E) (E) 141 STAIR #1 (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) 441 50 51 (E) 52 53 54 55 56 51 58 140 112 112 144 150 -102 150 -103 150 -105 140 -102 3' -0" x 7' -0" 3' -0" x 3' -0" x (E) 34' -8" x 12' -8" NOT USED NOT USED 3' -0" x 7' -0" COOLER DR. 3' -0" x 3' -0" x 7' -O" (E) 142 STAIR #2 (E) (E) (E) (E) (E) (E). (E) (E) (E) 36/A -6.0 56/A -6.0 56/A -6.0 36/A -6.0 CASED OPENING 143 STAIR #3 (E) (E) (E) (E) (E) (E) (E) (E) (E) CONSULTANT: CASED OPENING 144 LOADING DOCK (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) ROLL -UP DOOR TRAFFIC DOOR 1 5/4" 54/A -6.0 NOT USED PAINT F.F. PAINT 2, 21, 25, 2q, 52 TRAFFIC. DOOR 1 NOT USED 130 -105 130 -I04 5' -0" x 7' -O" 3' -0 x 7' -O" 5/4" ALUM STOREFRONT M 5 - ALUMINUM: FINISH TO MATCH STOREFRONT, INCLUDING ALL ACCESSORIES. 1/4" CLEAR TEMPERED GLASS (T). PER HANDICAP CODE REQUIREMENTS . DOOR NOTES: ANOT USED I. TRAFFIC DOOR FRAMES 0 PREP. AREA STAINLESS STEEL. 2. ALL OTHER TRAFFIC DOOR FRAMES PAINT, I.G.I. #163 " COACH LAMP COPPER" 5. METAL DOORS and FRAMES, PAINT: I.C.I. *163 COACH LAMP COPPER" FULL GLOSS. 4. NOT USED 34/A -6.0 54/A -6.0 FAINT FAINT 1, S, 15, 21, NO LOUVERS 7; 12, 21, 25, 2q, 32 r.r. r.r. ROLL ur 'ECURITY GRILLE NOT USED NOT USED 64 65 66 61 68 NOT USED 110 -000 3' -O" x 7' -0 110 -000 5' -O" x 7' -O" 120 -000 3' -O" x1'-0" ALUM. M ALUM. 25/A -6.I ALUM. M ALUM. 25/A -6.I ALUM. M 120 -000 3' -0" x '1' -O" ALUM. 25/A -6.I ALUM. M ALUM. 25 /A -6.I 26/A -6.I F.F. I2'- O "xq' -O" OPNG. PROVIDE ALUM. +GLASS STOREFRONT SYS. 26/A -6.I F.F. 26/A -6.I F.F. 41'- 4 "x8' -0" OFNG. PROVIDE ALUM. +GLASS STOREFRONT SYS. 26 /A -6.I F.F. 5. THE BOTTOM IO" OF ALL DOORS EXCEPT AUTOMATIC HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS and SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE 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.C. SEC:I004.8.I (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. DOOR SCHEDULE NOTES I. EXTERIOR SWINGING DOORS LOCKING HARDWARE SHALL BE OPERATED 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 b" HIGH. 5. AUTOMATIC SLIDING DOORS ARE TO BE CONSTRUCTED AS PER I.C.B.O., FIRE DEPARTMENT AND 2006 IBC A STANDARD REQUIREMENTS FOR DOOR AND SIDE LITE BREAK AWAY HARDWARE. SEE SPECS.(I.C.B.O NOS. 5g2q 1812, I.C.B.O ES RECOGNISED ER 3858) 6. ALARM LOCK AND PANIC HARDWARE SHALL COMPLY WITH FIRE MARSHALS REQUIREMENTS. 7. 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". 13. COOLER 4 FREEZER DOORS ARE TO BE FURNISHED 1 INSTALLED BY BOX MANUFACTURER, PROVIDE PLASTIC SLAT CURTAINS ON GOLD 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. 15. PROVIDE POSITIVE KEY - LOCKING CYLINDER LOCKS AS PER SPECS. Iq. 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 4 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 SO" TO 44" ABOVE FLOOR 4 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. ABBREVIATIONS A.T. 35. PROVIDE SIGN STATING "NO FLOOR BEYOND THIS" DOOR AND "NOT AN EXIT ", 36. PROVIDE 18" X 22" METAL LOUVER. 31. PROVIDE 4" x 4" X 1/4" STEEL SILL ANGLE W/ LEG DOWN. FASTEN WITH 1/4" x LAG BOLTS AT 16" 0.0 38. 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 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8 ". 42. A HOOK - SHAPED OR AN EXPANDED LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 5/4 ". 43. PROVIDE FLOOR / WALL MOUNTED DOOR STOP AS OCCURS, SEE FLOOR PLAN. 44. PROVIDE VISION PANEL, SEE DOOR TYPES. 45. DOOR/WINDOW FRAME $ FINISH SHALL MATCH EXISTING STOREFRONT FRAME $ FINISH. ALUM. AL. PL. CAR. GEM. G.S. G.L. CONG. G.T. E.G. 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. 41. PROVIDE LEVER AND DEAD BOLT WITH OCCUPIED SIGN. 48. PROVIDE DEAD BOLT AND KEYPAD LEVER DOOR LOCK.' E. (E) E.M F. F.F. FGE. F.R.P. i 23. PROVIDE 6" HIGH CURB m 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). 21. 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 2q. DOORWAYS AND GATES WITH _TURNSTILES SHALL BE MINIMUM 32" CLEAR WIDTH, 2006 IBC. - TYPICAL. 1 50. EXIT ILLUMINATION SHALL BE PROVIDED FROM SEPARATE CIRCUITS OF SOURCES OF POWER AS REQUIRED BY 2006 IBC 31. GLASS AND GLAZING AT LOCATIONS SUBJECT ECT TO HUMAN IMPACT SHALL COMPLY WITH 2006 IBC INCLUDING WASHINGTON STATE AMENDMENTS 52. PROVIDE 10" HIGH STAINLESS STEEL KICK PLATE ON BOTH SIDES OF DOOR LEAF, 55 PROVIDE LOCKING DEVICE FOR ROLL -UP DOOR PER SPECIFICATION. 34. PROVIDE AIR CURTAIN. GB. GBX. GL. H.0 H.W.M MAR. M.C.B MET. N.I.0 PLY. RUB. RTR. Q.T. SGE. 5 S.F. S.S. S.V. U.N.0 V V.C.T VIN WED. ACOUSTICAL TILE ON SUSPENDED 2'X4'GRID T -BAR SYSTEM ALUMINUM 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. FIBERGLASS REINFORCED PANELS 5/8" GYPSUM WALLBOARD. 5/8" TYPE 'X' GYPSUM WALLBOARD. GLASS HARDWARE CLOTH HEAVY GAGE WIRE MESH CLOTH OVER 2 X 4 STUDS 124" 0.0 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 ROOM FINISH SCHEDULE I. SEE INTERIOR ELEVATIONS, FOR ADDITIONAL TYP. INFORMATION. 2. REFER TO CEILING PLAN FOR CEILING HEIGHT VARIATIONS and SOFFIT DETAILS. 5. EXPOSED CONCRETE TO RECEIVE SEALER and DUSTPROOFER, AS APPROVED BY THE LOCAL GOVERNING PUBLIC AGENCY. 25. 4. COOLER / FREEZER PREFAB BOX (N.I.C.). 26. 5. COLUMNS IN MAIN SALES AREA WHERE EXPOSED TO PUBLIC. VIEW TO BE COVERED W/ 24 GA. S.S. COLUMN COVER UP TO 6' A.F.F. $ PAINTED EXPOSED PORTION ABOVE. VERIFY COLOR WITH "SEAFOOD CITY" REP. PRIOR TO PROCEEDING. 6. ACOUSTICAL TILE PANELS TO HAVE FACTORY FINISH WASHABLE SURFACE: 7. PROVIDE RUBBER BASE AT ALL AREAS EXPOSED TO VIEW. 8. PROVIDE 2X FURRING WITH 5/8" GYPSUM BOARD OVER MASONRY WALLS U.N.O.. q. PROVIDE CLEAR LACQUER SEALER OVER PLYWOOD WAINSCOT and WOOD BASE. PLYWOOD WAINSCOT and WOOD BASE ON STUD WALLS and COOLER / FREEZER EXTERIOR WALLS 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 5'' G.G. II. ROOM TO BE SEALED AIR TIGHT AS DIRECTED BY THE A/C CONTRACTOR. 12. ALL UNFINISHED GYPSUM BOARD WALLS TO BE TAPED, SPAGKLED and SANDED. 13. ALL UNFINISHED TYPE "X" GYP. BD. WALLS $ CEILINGS TO BE FIRE - TAPED, SPAGKLED $ SANDED. 14. PREPARE WALLS TO RECEIVE WALL COVERING (PROVIDED $ INSTALLED BY 'SEAFOOD CITY' U.N.0) SEE INTERIOR ELEVATIONS, GYP. BD.WALLS TO BE TAPED, SPAGKLED and SANDED SMOOTHE. 15. NOT USED. 16. PROVIDE / INSTALL R -I41 FOIL FACED INSULATION BATT DIRECTLY ON TOP OF THE GEL ING TILES and R -I41 FOIL FACED BATT WITHIN ALL STUD WALLS. A24 17. INSTALL ALL WALL FINISHES OVER GYP. BD. WALL, AND CEILINGS AT RESTROOMS $ LOCKERS. 18. INSTALL ALL WONDERBOARD AT WALL TO RECEIVE CERAMIC TILES. Iq. 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. WALLS: GYPSUM BOARD. INSTALL 12 GA. DIAMOND METAL LATH OVER EXTERIOR FACE OF CASHIER'S OFFICE STUDS ATTACHED WITH I -1/2" HEAVY STAPLES @ 6" 0.C. ALL WALLS FROM FLOOR TO TOP OF GEILING 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 DRAWINGS. NOTES ALL EXPOSED CONCRETE SLAB FLOORS IN THE INTERIOR OF MARKET SHALL BE FINISHED SMOOTH INITH A STEEL TROWEL AND SEALED INITH A COMMERCIAL GRADE SEALANT AND HARDENER. SEALER AND HARDENER TO APPROVED BY PUBLIC AGENCIES. ALL EXTERIOR INALLS OF ROOMS IN INAREHOUSE TO BE PAINTED TO MATCH INAREHOUSE. INSTALL BATT FOILED BACKED R-101 INSULATION IN ALL INALLS FRO SOUND INSULATION. * REFR TO INTERIOR ELEVATIONS FOR LOCATION OF ETCHED STAINLESS STEEL WALLS AT FISH AND MEAT SERVICE COUNTERS PREPARE GYP. BD. 1NALL AS REQUIRED TO RECEIVE PAINT AS NOTED ON THE INTERIOR ELEVATION DRAWINGS. OMIT PAINT INHERE THI5 CONDITION OCCURS. FIELD VERIFY. ALL FINISHES SHALL BE INSTALLED IN ACCORDANCE INITH CHAP. 5 OF THE BUILDING CODE. MAXIMUM FLAME SPREAD RATING FOR ENCLOSED VERT. EATWAYS SHALL BE CLASS-I, FOR OTHER EXITINAYS -CLASS 11, FOR ROOMS OR AREAS-CLASS III. REVISION NO. L._ Ebiam- 023 REVIEVVED FOR CODE COMPLIANCE AtiVnovEn City of Tukwila BUILDING nimIrmi 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 BID SET: 02-09-10 3rd H.D. & 2nd B.D. SUBMITTAL: 03-01-10 3rd B.D. SUBMITTAL: 03-24-10 RECEIVED CITY OF TUKWILA JUN 0 8 2010 PERMIT CENTER 0 1 LLI cc ots 0 49 0 0 DRAWING TITLE: REVISIONS: A HEALTH DEPT.A BULLETIN #60 \ COMMENTS A BLDG. & SAFETY A BULLETIN #3 A A BULLETIN #4 A A BULLETIN #5 A 0 DATE JOB NO. SHEET NUMBER 09293 l■ LIJ A 7.0 09 CONSTRUCTION SET: 04-12-10 T f�� T / / T d- 1 \ ALUM STOREFRONT M 5 - ALUMINUM: FINISH TO MATCH STOREFRONT, INCLUDING ALL ACCESSORIES. 1/4" CLEAR TEMPERED GLASS (T). PER HANDICAP CODE REQUIREMENTS . DOOR NOTES: ANOT USED I. TRAFFIC DOOR FRAMES 0 PREP. AREA STAINLESS STEEL. 2. ALL OTHER TRAFFIC DOOR FRAMES PAINT, I.G.I. #163 " COACH LAMP COPPER" 5. METAL DOORS and FRAMES, PAINT: I.C.I. *163 COACH LAMP COPPER" FULL GLOSS. 4. NOT USED 34/A -6.0 54/A -6.0 FAINT FAINT 1, S, 15, 21, NO LOUVERS 7; 12, 21, 25, 2q, 32 r.r. r.r. ROLL ur 'ECURITY GRILLE NOT USED NOT USED 64 65 66 61 68 NOT USED 110 -000 3' -O" x 7' -0 110 -000 5' -O" x 7' -O" 120 -000 3' -O" x1'-0" ALUM. M ALUM. 25/A -6.I ALUM. M ALUM. 25/A -6.I ALUM. M 120 -000 3' -0" x '1' -O" ALUM. 25/A -6.I ALUM. M ALUM. 25 /A -6.I 26/A -6.I F.F. I2'- O "xq' -O" OPNG. PROVIDE ALUM. +GLASS STOREFRONT SYS. 26/A -6.I F.F. 26/A -6.I F.F. 41'- 4 "x8' -0" OFNG. PROVIDE ALUM. +GLASS STOREFRONT SYS. 26 /A -6.I F.F. 5. THE BOTTOM IO" OF ALL DOORS EXCEPT AUTOMATIC HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS and SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE 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.C. SEC:I004.8.I (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. DOOR SCHEDULE NOTES I. EXTERIOR SWINGING DOORS LOCKING HARDWARE SHALL BE OPERATED 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 b" HIGH. 5. AUTOMATIC SLIDING DOORS ARE TO BE CONSTRUCTED AS PER I.C.B.O., FIRE DEPARTMENT AND 2006 IBC A STANDARD REQUIREMENTS FOR DOOR AND SIDE LITE BREAK AWAY HARDWARE. SEE SPECS.(I.C.B.O NOS. 5g2q 1812, I.C.B.O ES RECOGNISED ER 3858) 6. ALARM LOCK AND PANIC HARDWARE SHALL COMPLY WITH FIRE MARSHALS REQUIREMENTS. 7. 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". 13. COOLER 4 FREEZER DOORS ARE TO BE FURNISHED 1 INSTALLED BY BOX MANUFACTURER, PROVIDE PLASTIC SLAT CURTAINS ON GOLD 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. 15. PROVIDE POSITIVE KEY - LOCKING CYLINDER LOCKS AS PER SPECS. Iq. 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 4 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 SO" TO 44" ABOVE FLOOR 4 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. ABBREVIATIONS A.T. 35. PROVIDE SIGN STATING "NO FLOOR BEYOND THIS" DOOR AND "NOT AN EXIT ", 36. PROVIDE 18" X 22" METAL LOUVER. 31. PROVIDE 4" x 4" X 1/4" STEEL SILL ANGLE W/ LEG DOWN. FASTEN WITH 1/4" x LAG BOLTS AT 16" 0.0 38. 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 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8 ". 42. A HOOK - SHAPED OR AN EXPANDED LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 5/4 ". 43. PROVIDE FLOOR / WALL MOUNTED DOOR STOP AS OCCURS, SEE FLOOR PLAN. 44. PROVIDE VISION PANEL, SEE DOOR TYPES. 45. DOOR/WINDOW FRAME $ FINISH SHALL MATCH EXISTING STOREFRONT FRAME $ FINISH. ALUM. AL. PL. CAR. GEM. G.S. G.L. CONG. G.T. E.G. 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. 41. PROVIDE LEVER AND DEAD BOLT WITH OCCUPIED SIGN. 48. PROVIDE DEAD BOLT AND KEYPAD LEVER DOOR LOCK.' E. (E) E.M F. F.F. FGE. F.R.P. i 23. PROVIDE 6" HIGH CURB m 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). 21. 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 2q. DOORWAYS AND GATES WITH _TURNSTILES SHALL BE MINIMUM 32" CLEAR WIDTH, 2006 IBC. - TYPICAL. 1 50. EXIT ILLUMINATION SHALL BE PROVIDED FROM SEPARATE CIRCUITS OF SOURCES OF POWER AS REQUIRED BY 2006 IBC 31. GLASS AND GLAZING AT LOCATIONS SUBJECT ECT TO HUMAN IMPACT SHALL COMPLY WITH 2006 IBC INCLUDING WASHINGTON STATE AMENDMENTS 52. PROVIDE 10" HIGH STAINLESS STEEL KICK PLATE ON BOTH SIDES OF DOOR LEAF, 55 PROVIDE LOCKING DEVICE FOR ROLL -UP DOOR PER SPECIFICATION. 34. PROVIDE AIR CURTAIN. GB. GBX. GL. H.0 H.W.M MAR. M.C.B MET. N.I.0 PLY. RUB. RTR. Q.T. SGE. 5 S.F. S.S. S.V. U.N.0 V V.C.T VIN WED. ACOUSTICAL TILE ON SUSPENDED 2'X4'GRID T -BAR SYSTEM ALUMINUM 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. FIBERGLASS REINFORCED PANELS 5/8" GYPSUM WALLBOARD. 5/8" TYPE 'X' GYPSUM WALLBOARD. GLASS HARDWARE CLOTH HEAVY GAGE WIRE MESH CLOTH OVER 2 X 4 STUDS 124" 0.0 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 ROOM FINISH SCHEDULE I. SEE INTERIOR ELEVATIONS, FOR ADDITIONAL TYP. INFORMATION. 2. REFER TO CEILING PLAN FOR CEILING HEIGHT VARIATIONS and SOFFIT DETAILS. 5. EXPOSED CONCRETE TO RECEIVE SEALER and DUSTPROOFER, AS APPROVED BY THE LOCAL GOVERNING PUBLIC AGENCY. 25. 4. COOLER / FREEZER PREFAB BOX (N.I.C.). 26. 5. COLUMNS IN MAIN SALES AREA WHERE EXPOSED TO PUBLIC. VIEW TO BE COVERED W/ 24 GA. S.S. COLUMN COVER UP TO 6' A.F.F. $ PAINTED EXPOSED PORTION ABOVE. VERIFY COLOR WITH "SEAFOOD CITY" REP. PRIOR TO PROCEEDING. 6. ACOUSTICAL TILE PANELS TO HAVE FACTORY FINISH WASHABLE SURFACE: 7. PROVIDE RUBBER BASE AT ALL AREAS EXPOSED TO VIEW. 8. PROVIDE 2X FURRING WITH 5/8" GYPSUM BOARD OVER MASONRY WALLS U.N.O.. q. PROVIDE CLEAR LACQUER SEALER OVER PLYWOOD WAINSCOT and WOOD BASE. PLYWOOD WAINSCOT and WOOD BASE ON STUD WALLS and COOLER / FREEZER EXTERIOR WALLS 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 5'' G.G. II. ROOM TO BE SEALED AIR TIGHT AS DIRECTED BY THE A/C CONTRACTOR. 12. ALL UNFINISHED GYPSUM BOARD WALLS TO BE TAPED, SPAGKLED and SANDED. 13. ALL UNFINISHED TYPE "X" GYP. BD. WALLS $ CEILINGS TO BE FIRE - TAPED, SPAGKLED $ SANDED. 14. PREPARE WALLS TO RECEIVE WALL COVERING (PROVIDED $ INSTALLED BY 'SEAFOOD CITY' U.N.0) SEE INTERIOR ELEVATIONS, GYP. BD.WALLS TO BE TAPED, SPAGKLED and SANDED SMOOTHE. 15. NOT USED. 16. PROVIDE / INSTALL R -I41 FOIL FACED INSULATION BATT DIRECTLY ON TOP OF THE GEL ING TILES and R -I41 FOIL FACED BATT WITHIN ALL STUD WALLS. A24 17. INSTALL ALL WALL FINISHES OVER GYP. BD. WALL, AND CEILINGS AT RESTROOMS $ LOCKERS. 18. INSTALL ALL WONDERBOARD AT WALL TO RECEIVE CERAMIC TILES. Iq. 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. WALLS: GYPSUM BOARD. INSTALL 12 GA. DIAMOND METAL LATH OVER EXTERIOR FACE OF CASHIER'S OFFICE STUDS ATTACHED WITH I -1/2" HEAVY STAPLES @ 6" 0.C. ALL WALLS FROM FLOOR TO TOP OF GEILING 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 DRAWINGS. NOTES ALL EXPOSED CONCRETE SLAB FLOORS IN THE INTERIOR OF MARKET SHALL BE FINISHED SMOOTH INITH A STEEL TROWEL AND SEALED INITH A COMMERCIAL GRADE SEALANT AND HARDENER. SEALER AND HARDENER TO APPROVED BY PUBLIC AGENCIES. ALL EXTERIOR INALLS OF ROOMS IN INAREHOUSE TO BE PAINTED TO MATCH INAREHOUSE. INSTALL BATT FOILED BACKED R-101 INSULATION IN ALL INALLS FRO SOUND INSULATION. * REFR TO INTERIOR ELEVATIONS FOR LOCATION OF ETCHED STAINLESS STEEL WALLS AT FISH AND MEAT SERVICE COUNTERS PREPARE GYP. BD. 1NALL AS REQUIRED TO RECEIVE PAINT AS NOTED ON THE INTERIOR ELEVATION DRAWINGS. OMIT PAINT INHERE THI5 CONDITION OCCURS. FIELD VERIFY. ALL FINISHES SHALL BE INSTALLED IN ACCORDANCE INITH CHAP. 5 OF THE BUILDING CODE. MAXIMUM FLAME SPREAD RATING FOR ENCLOSED VERT. EATWAYS SHALL BE CLASS-I, FOR OTHER EXITINAYS -CLASS 11, FOR ROOMS OR AREAS-CLASS III. REVISION NO. L._ Ebiam- 023 REVIEVVED FOR CODE COMPLIANCE AtiVnovEn City of Tukwila BUILDING nimIrmi 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 BID SET: 02-09-10 3rd H.D. & 2nd B.D. SUBMITTAL: 03-01-10 3rd B.D. SUBMITTAL: 03-24-10 RECEIVED CITY OF TUKWILA JUN 0 8 2010 PERMIT CENTER 0 1 LLI cc ots 0 49 0 0 DRAWING TITLE: REVISIONS: A HEALTH DEPT.A BULLETIN #60 \ COMMENTS A BLDG. & SAFETY A BULLETIN #3 A A BULLETIN #4 A A BULLETIN #5 A 0 DATE JOB NO. SHEET NUMBER 09293 l■ LIJ A 7.0 09 CONSTRUCTION SET: 04-12-10 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com ERBERT N. NADEL STATE OF WASHINGTON REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 of ila BUILDING IVjSIQN APPLICANT: CONSULTANTS Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field p and conditions is acknowledged: BY Date* (CONSULTANT UNDER CONTRACT WITH OWNER) iT) Riti.31RA SEPARATE PERMIT REQUIRED FOR: •�' Mechanical Electrical 1:< Plumbing >: Gas Piping City of Tukwila BUILDING Di ';sioU CIVIL ENGINEER: PAC LAND 1505 WESTLAKE AVE.- N. SUITE 305 SEATTLE, WA. 9S1001 (206) 522 -9510 (206) 522 -5344 FAX ATTN:° BILL FORTUNATO STRUCTURAL ENG 9420 TELSTAR AVE., SUITE IIS EL MONTE, CA. 91131 (626) 44S -5152 (626) 445 -50012 FAX ATTN: MICHAEL WANG ELECTRICAL ENGINEER: HALLIS ENGINEERING 5410 WILSHIRE BLVD., *602 LOS ANGELES, CA. 90036 (323) 0133 -1068 ATTN: LEN FINBERG MEGA+. FLUMES. ENGINEER MBSE 31332 VIA COLINA, UNIT #112 WESTLAKE VILLAGE, CA. 91362 (SIS) 135-5551 (SIS) 135 -5554 FAX ATTN: BILL BOOTH (PLUMB.) ATTN: TOM NASROLLAHI (MECH) (SIS) 34S -1556 (SIS) 345 -0111 FAX (PHARMAGITY) REFERENCE PERMIT #, BLDG. SAFETY - 1710-023 MECHANICAL - - MIO.OII PLUMBING_ - - - PGIO -001 ELECTRICAL - EL 10-0051 GRID NUMBER KEYNOTE REFERENCE NUMBER APPLICABLE CODES A ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING WASHINGTON STATE, AMENDMENTS I: INTERIOR ELEVATION DIRECTION OF WA LL S WALL NUMBER I PLAN CHANGE/BULLETIN EXTERIOR MATERIAL- COLOR REFERENCE ADDENDUM DETAIL REFERENCE 2006 INTERNATIONAL BUILDING CODE ' \ . EXISTING TWO STORY BUILDING CONSTRUCTION TYPE 15 TYPE II -V FULLY SPRINKLERED OCCUPANT LOAD ANALYSIS GENERAL NOTES ALL WORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. SFC GENERAL NOTES PER TABLE 004.1 1 2006 IBCM1 2. 2006 INTERNATIONAL BUILDING CODE CHAPTER 11 ICC /ANSI AI11.1 (2003), ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES 3. 2006 INTERNATIONAL MECHANICAL CODE 4. 2006 INTERNATIONAL FIRE CODE 5. 2006 UNIFORM PLUMBING CODE 6. 2006 WASHINGTON STATE ENERGY CODE 1. 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE S. 2005 NATIONAL ELECTRICAL CODE NFPA 10 ( 10) A/C A.G. A.F.F. ALUM. ABBREVIATIONS AIR CONDITIONING ASPHALTIC CONCRETE ABOVE FINISH FLOOR ALUMINUM A.S.R. AUTOMATIC SPRINKLER BLK. BLOCK BLDG. BUILDING C.B. CATCH BASIN C.J. CONTROL JOINT G.L. CENTER LINE CLG. CEILING C LR. CLEAR COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS G.T. CERAMIC TILE D.S. DOWN SPOUT E.D.F. ELECTRIC DRINKING FOUNTAIN E.J. EXPANSION JOINT E.W.G. ELECTRIC WATER COOLER EXP. EXPOSED F.D. FLOOR DRAIN F.G. FINISH GRADE F.H. FIRE HYDRANT FIN. FINISH FLR. FLOOR F.O.G. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.5. FINISH SURFACE / FLOOR SINK RISER M.H. M.O. MTR. N.T.S. 0/ O.C. O.D. PROJECT ADDRESS 2006 INTERNATIONAL FUEL $ GAS CODE DIFFERED SUBMITTAL MANHOLE MASONRY OPENING METER NOT IN CONTRACT NOT TO A SG E L OVER ON CENTER OVERFLOW DRAIN 0.5. OVERFLOW SCUPPER OPP. OPPOSITE P.L. PROPERTY LINE P.O.C. POINT OF CONNECTION R.D. ROOF DRAIN SIM. SIMILAR T.G. T.M. T.F. T.S. TYP. U.N.O. W/ W.H. INTR. V.I.F. 1568 SOUTHGENTER E3 LVD. TUKNI A NAS L �INGTON KING COUNTY AFN: GI20 24100 I O FIRE SPRINKLER FIRE ALARM RACK $ GONDOLA ANCHOR G DETAILS BUILDING: I. DEMOLITION OF REMAINING EXISTING INTERIOR IMPROVEMENTS ( LANDLORD WILL DEMOLISH MAJORITY OF EXISTING IMPROVEMENTS IN THEIR SCOPE). DEMOLITION OF PORTIONS OF EXISTING FLOOR SLAB FOR FLOOR DRAINS FLOOR SINKS AND TRENCH DRAINS. TOP OF CONCRETE TOP OF MASONRY TOP OF PARAPET TOP OF SHEATHING TYPICAL UNLESS NOTED OTHERWISE WITH WATER HEATER INATER / VERIFY IN FIELD 3. TENANT IMPROVEMENTS OF PORTION OF GROUND FLOOR (BALANCE OF GROUND FLOOR 5,555 SF AND ENTIRE SECOND FLOOR TO BE IMPROVED UNDER SEPARATE PERMIT BY WESTFIELD. 4. NOT USED MEGHAN I GAL : 5. INSTALLATION OF NEW MECHANICAL VENTILATION SYSTEM (NEW SPLIT SYSTEM HEAT PUMP UNITS, EXHAUST FANS) AS INDICATED ON PLANS. FLUME3I NG: 6. INSTALLATION OF NEW PLUMBING FIXTURES AND PIPING (SANITARY WASTE, HOT i£ COLD WATER AND GAS LINES) TO BE TIED INTO EXISTING PLUMBING SYSTEM AS INDICATED ON PLANS. G.l. GALVANIZED IRON 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. Suite # Description 100 SFC Market - Occup. Group M Sales Kitchen Warehouse /Storage Locker Room; ___... Office 110 'Retail - Occup. Group M 120 Retail - Occup. Group M 130 Retail (Pharmacity) - Occup. Group M 140 Food (Pinoy Kitchen) - Occup. Group A-2 Kitchen Customer /Seating'. _.._ 50 Retail (Valerio`s Bakery) Occup. Group M Kitchen ': Entry Vestibule Utility Room Toilet Rooms .._ Corridors Loading Dock ot.a rs Occupant Est SF Load SF Breakdown Factor 30,427 27 163 185 1,301 2,354, 1,506 2431 319 1,542 35,9361 _19,749: 61 :4°129-1824: 412,099 200 _.._. 111 128 ° t.... Min. 3.... means of egress when # of Total # of ' Occ Occup a ats Occu pa nts exceeds 680, 500 500 50z_.rt 100: 301 3 ,274 200; ..,. ,080. 15. 969 200 537 30 _.. 658.3: 2.8' 2.6 5.4.. 6. 43.4 72.0, 4.8 i7.9 =.,__ 836.4 _434.___....... 7841_... 22.7: 5 5 Req'd Egress Egress Width Provided Inches f Inches 98.7= 1.8 125.5; 44 Suite Description _ P 1 0` 5.. 0 FC Markef � Occu . _m 150 PER TABLE 2902.1 2006 IBC & WA STATE AMENDMENTS occupant Load # of Total # of Factor Occupants nis O ccu anis 107 Occup. Group M Kitchen Sales toile 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS THEREON BEFORE COMMENCING THE WORK. REPORT ANY DISCREPANCIES AND / OR POTENTIAL PROBLEMS TO THE ARCHITECT, PRIOR TO PROCEEDING. 3. GOVERNING CODES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS. (N.I.C) 4. THE ENERA CONTRACTOR G L G G R SHALL PROVIDE ALL NECESSARY' CEILING OR WALL ACCESS PANELS OR ACCESS DOORS R5) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF - "CLOSING DEVICES IN ONE (I) HOUR RATED' CONSTRUCTION. 5. ALL PENETRATIONS AT FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES.' BIDDERS (GENERAL' CONTRACTORS AND SUB - CONTRACTORS) SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECT'S DRAWINGS AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY, OMMISSION, CLARIFICATION, ETC. OF ANY INFORMATION NECESSARY FOR THE COMPLETION OF THEIR WORK. T- 2. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR RESONABLY INFERRED OR REQUIRED BY ANY APPLICABLE LOSE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPER FINISHED JOB. CIVIL :' D -I.0 DEMOLITION AND T.E.S.C.. PLAN G -3.0 GREASE INTERCEPTOR PLAN C -5.0 SANITARY SEINER DETAILS 3. CONTRACTOR PRIOR TO BIDDING' SHALL MAKE ALL APPLICABLE DRAWINGS AVAILABLE - G AIL BLE TO ALL SUB BIDDERS TO ENSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. THE GENERAL CONTRACTOR'S BID SHALL BE DEEMED COMPLETE AND REPRESENTING THE CONSTRUCTION DRAWINGS AND PROJECT SPECIFICATIONS. 4. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY THE ARCHITECT OF PROBLEMS, . IF ANY. FAILURE TO DO 50 SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURES SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE'. AND WITHOUT IMPACT TO THE PROJECT SCHEDULE. 6. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY: GUARD RAILS, AND/ OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY. 7. EXIT SIGNS, WHERE NOTED OR REQUIRED SHALL BE WORDED "EXIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 3/4 WIDE AND AT LEAST 6 HIGH AND SHALL CONFORM TO CODES' AND / OR APPLICABLE REGULATIONS. 5. -' TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. 5. THE INTENTION OF THE CONSTRUCTION DOCUMENTS 15 TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRASNSPORTATION NECESSARY FOR COMPLETE' AND PROPER EXECUTION OF THE WORK. 6.' EXISTING BUILDING FEATURES /CONDITIONS (INCLUDING UNDER SLAB UTILITIES OR STRUCTURE) WERE SHOWN FROM RECORD DRAWINGS PROVIDED BY LANDLORD WESTFIELD WHICH WERE TAKEN TO REFLECT THESE EXISTING CONDITIONS. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO PERFORMING HIS WORK. q. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS OL 5 ARE PROHIBITED. 10. PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS, L RS NOT LESS THAN (INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR, NOTED FOR ANY PART OF THE WORK SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK' SHOWN ON THE DRAWINGS AND /OR SHALL CONFORM TO ACCEPTED STANDARDS OF PRACTICE.: S. WHEN SHOP. DRAWINGS ARE REQUIRED, ALL DIMENSIONS ARE TO BE VERIFIED AT THE JOB SITE SYN THE GENERAL CONTRACTOR PRIOR TO FABRICATION OF THE ITEM. EXIT DOORS . <SHALL OPEN OVER A LANDING NOT MORE THAN 12 11 BELOW THE THRESHO L D. ALL EXPOSED ELECTRICAL EQUIPMENT, CONDUITS,PLUMBING LINES, ETC... SHALL BE PAINTED WITH MIN.(2) COATS OF PAINT TO MATCH THE ADJACENT SURFACES. . CONTRACTOR SHALL COORDINATE ALL SLEEVING FOR IRRIGATION LINES AND CONDUITS UNDER SIDEWALKS, DRIVEWAYS, ETC. , PRIOR TO POURING CONCRETE OR LAYI L NG ASPHALT PAVING. . THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER CITY' AND FIRE DEPT. REQUIREMENTS. VERIFY SIZE,` COLOR AND LOCATIONS, PRIOR TO PROCEEDING. OBTAIN TENANT'S LATEST CRITERIA 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 OWNER, BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SITE WATER MAIN TO INTERIOR OF BUILDING. . GENERAL CONTRACTOR TO GLEAN UP AND REMOVE ALL REFUSE MATERIALS, CONDUIT, WIRES, ETC... AT END OF EACH SHIFT. FL WORK NOT INCLUDED IN CONTRACT WILL BE DESIGNATED AS "NIC ", "FUTURE" OR "BY OWNER" AND MAY BE EXCLUDED FROM THE CONSTRUCTION CONTRACT. ALL OTHER WORK REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BID PRICE. 10. CONTRACTOR SHALL PROVIDE ANY AND ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE PROJECT DURING CONSTRUCTION. II. SIGNAGE SHALL BE CONTRACTED DIRECTLY BY THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE J -BOXES O ACCESS PANELS AND NECESSARY BLOCKING FOR FASTENING OF SIGNS. CONTRACTOR 15 RESPONSIBLE FOR COORDINATION WITH OWNER'S SIGN CONTRACTOR. ADDITIONAL. NOTES PUBLIC HEALTH SEATTLE i€ KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. PLANNING APPRO No changes can be r • . = to th without app .. the Planning Division of DCD ApP roved By:. i\A Date: AR -I.0 AR -I.1 A -0.0 DA -1.0 A -I.0 ARCH I TEGTURAL: OVERALL REFERENCE SITE PLAN ENLARGED REFERENCE SITE PLAN $ HARDSCAPE PLAN OVERALL REFERENCE FLOOR PLAN DEMOLITION PLAN FLOOR PLAN A -I.2 ENLARGED FLOOR PLANS, ELEVATIONS 4 DETAILS SUITE ISO CNLARCCD r'LAN� CUITC 140 ENLARGED: r'LAN3: /1 -I.YLJ .JUI 1 L I`tLJ LIV..J r%.C7LLJ rL/'%r L., , A -I.5 SUITE 130 ENLARGED PLANS CINI�H PLAN A -3.0. A -4.2 A -6.0 A -1.0 ROOF PLAN EXTERIOR CLCVATI0N� MAIN "SALES INTERIOR CLCVATIONS A SUITE 130 140 4 150 INTERIOR ELEVATIONS E L V -IONS ENTRY �CGTION MISCELLANEOUS DETAILS 1•11J4LLLnlVLVUJ jJL I t' DOOR 4 ROOM FINISH SCHEDULE STRUCTURAL STO GENERAL NOTES STI FOUNDATION' DETAILS ST2 ROOF FRAMING DETAILS $ "MISCELLANEOUS DETAILS ST3 MISCELLANEOUS DETAILS DI.O: DEMOLITION FOUNDATION PLAN D2.0 2ND FLOOR FRAMING PLAN 51.0 FOUNDATION PLAN: 52.0 2ND FLOOR FRAMING FLAN X3.0 ROOt 1-RAMI 6 P A N L N E -I ELECTRICAL: SINGLE LINE DIAGRAM AND SYMBOLS LEGEND E -5 SUITE 130 ELECTRICAL PLANS .! lI 1 L 1'tV LLLV 1'.IL L. 1 L/'1f`1:J �UITC .0/ CLCCTRIGAL PLAN PANEL SCHEDULE MECHAM I GAL M -I MECHANICAL SCHEDULE, D TAI LS, AND NOTES M -2 MECHANICAL FLOOR PLAN M -3 MECHANICAL ROOF PLAN M -4 ENLARGED TENANT MECHANICAL FLOOR PLAN M -5 CAPTIVEAIRE HOODS, EXHAUST FANS, AND MUA UNITS M -6 ENERGY FORMS PLUMBING: P -0.I PLUMBING COVER SHEET P -0.2 PLUMBING SCHEDULE P -03 PLUMBING DETAILS P -I.0 WASTE AND ' VENT P -2.0 HOT AND GOLD WATER P -3.0 GAS PLAN P -4.0 WASTE $ VENT ISOMETRIC VIEW. C8VED PR A .012 010 PERMIT CENTER REVISIONS: BLDG. & SAFETY COMMENTS BLDG. & SAFETY COMMENTS CORRECTION D\OO23 DATE 02 -09 -10 JOB NO. 09293 SHEET NUMBER T1.0 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 I Vu!'lL1.,j 1111W. J• V1-1.t i..t1 UT1LI11ES PLAN CB RIM =2 2 " ONC(W 15. 1E "C•NC(N =1 1 CONC(N) 5. e1 " D!(S =1 DEMOLITION KEY DEMOLISH EXISTING CONCRETE CURB. DEMOLISHED CONCRETE MAY BE CRUSHED ON -SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. 04 DEMOUSH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. 05 DEMOUSH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. DEMOLISHED ASPHALT MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. 0 SAWCUT, MATCH AND JOIN EXISTING , PAVEMENT. SAWCUT LINES SHOWN ARE APPROXIMATE. 0 PROTECT EXISTING BUILDING TO REMAIN 14 PROTECT EXISTING UTILITY TO REMAIN 15 PROTECT EXISTING PAVEMENT TO REMAIN 17 PROTECT EXISTING TREE TO REMAIN 0+ REMOVE EXISTING BOLLARDS 19 DEMOLISH EXISTING CONCRETE PAVEMENT TO NEARES JOINT. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. REMOVE EXISTING SIGN. STORE FOR REUSE & REINSTALL SIGN WHEN CONCRETE SIDEWALK IS REPLACED. CB. RI = :.30 1E 4 "CONC(N) =19.1 1E 1 "CC (E) =20.3 CB RIM =25.92 1E 12 "CONO(S) 19. _,1E 1 "C ANC( )= 1.0 1E 12 "C t C = .' 1� ` - in !' 12:;COE (* =2 0 OTECTION E "C C a )= 1.2 IE " INC ' E) 22 MH ----------- 25 `FY - HAN 10" • - s O o 4111.1111M1 ,MWIW..vor 00,0 re...ditze4 Nifi 01, 41)® UCp SDMH PI =27. 1E 12 "D!(N. ) =19.3 . =19.3 • SSMH RIM =27.65 CL CHAN 10" tea, (W /S) =15.2 \ ASPHALT CB if 22.82 1E 12 "1'+NC(N) =1 E 1V CONC(S)=1:t1\ ` CB RIM 22.82 \`• E 6 "CONC E) 20.8 SDMH RI 2 47 1E 24 "CONC(NW 1 .2 1E 12 "CONC(N) 7.1 15' ESM'T ROW IMPR0 MENTS LITIES REC. i 2007051400339 • 12 OA FF =28.8 COLUMN 10' CONC (TYP) WALL DRAIN 14' CONC WA _•� REVI5WED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 SSMH RIM =26.23 IE CL CHAN 10" NW /S /E =16.0 CONC. COLUMN CB 1E 1 1E 1 CONTRACTOR TO SHORE / Yo RIM=2s's° IE 8 "PVC(S) =26.4 PROTECT EX. UTILITIES WITHIN YD RIM =26.63 DEMOLITION AREA IE 8 "PVC(S) =26.3 RIM= 27.54 2 "CONC(N) =23.2 0 "CONC(S) =23.2 CB RIM=27.50 E 12 "CONC(N 231 0 AFOOD E 12 "CONC(S) =23. CONC. COLUMN DMH '" IM 7. E 12 "COQ +C( =2 . B 'IM -. 2.' 1E "C'NC )= 6.3 1E 12 "CNC(E) =15.9 COLUMN TYP) FF =28.8 COLUMN (TYP) SD. ', = .3 1. 12" • (W 19 E 1 "C4 C( =1'.7 1E 12"CiNC(N) =19.5 S'MH .1M 27. 4 44,1E "C. NC 747Wth, SDMH RIM= 27.45 1E 16 "CONC(S) =23.3 CONTRACTOR TO SHORE / FF =28.6 PROTECT EX. BRICKUi1LIi1ES WITHIN WALL DEMOLITION AREA CB RIM =27.28 !E 12 "CONC(N) =24.3 FIRE LANE SSMH RIM =27.28 !E CL CHAN 10" (N /W) =16.7 FF= 28.9' CONC CURB UQ \ TE CO. EASEMEN ASPHALT 15' PLU YD RIM =28.67 1E 8 "PVC(W) =26.5 DRAINAGE GRATE N RECTANGULAR GRATE SHOWN ETRIEVAL SYSTEM (TYP.) =27.36 NC(S) =22. CCW) =22. D -110 FF =28.8 PLASTER COLUMN ( RIM =27.37 :HAN 10 "PVC 3E /SW) =17.5 RIM =27.50 !AN 10 "PVC /E /W) =17.5 ACCESS UDS GREASE TRAP N89 °40'24 "W__ SRI I< v v C UMN (TYP) CONTRACTOR TO ' SHORE / PROTECT EX. UTILITIES WITHIN DEMOLITION AREA RED RIBBON FF =28.8 CB R1M =27.7 IE 24"CONC(E)=2 18" CONC(S) =20.: NOTE: UNABLE TO DETERMINE IF PIPE TAPERS (E) TO 12" DIAMETER. ��.4 er.41� jj� +�� ta♦. ♦ls�a_ > Vizor yw .MH RIM =27.61 ® C CFIAN 10" NO) ` 8 "(W) =14.1 t CB 2IM =23.19 E 12 "CONt(W) =15.3 METIER BOX IE 12 "CON (E =16.3 BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TYP. 5' DEC 12" s;?AK 12° PLU& FF =28.8 NEW LOT A PENDING BINDING IMPROVEMENT SITE PLAN GENERAL DEMOLITION NOTES BIKE RACK BRICK COLUMN SDM RIM =27.57 1E 127"CONC(N) =20.6 1E 1 'CONC(E) =20.4 iE 1CONC(S) =20.7 MOD: WSDOT DETAIL 1-40.20-00 NTS REV: 9/20/07 R = 1 IE 15 "CONC(W) =16.7 E 24 "CONC(E) =15.7 1E 12 "CONC(S) =18.9 ! t / t -♦ LEGEND DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS 'SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6 -16 -2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS � EE IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE U11UTY COMPANY AT LEAST 48 HOURS R EFO ANY E B E Y VA11 XCA ON TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE UMITS OF WORK UNLESS OTHERWISE NOTED.` ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING G 10' 0 EA, N BEYOND FOUNDATIONS, SHALL BE REMOVED. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. CONTRACTOR SHALL COORDINATE CONSTRUCTION PHASING WITH SOUTHCENTER MALL MANAGEMENT. EXISTING' UTILITY TO BE DEMOLISHED REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE SAWCUT CATCH BASIN INLET PROTECTION D -1.0 LIMITS OF CONSTRUCTION '0411TA.' 7+441$141 �'� -mow. fi.,;;�•'p ����i�,.�,.. � , � „c.,.... �e?. �,;,a„ T (206) 522 -9510 F (206) 522 -8344 www.PAcLAND.com E 12"CONC(S)=-21.4 1E 12"CONC(S)=-21.0 Lf, 114.1.• 1 4 //CB RM-=24.21 ---- IE 24"CONC(E)=17.9 8[C 1E-1 ' PNC(S)=18.2 UCP ICB RIM 24.14 IE 24"CONC(Vi=16.7 1E 24"CONC(E..--16.5 / CB RIM=24.52 24"CONC(W)=1 5.7 1E \24-"CONC(NE).--15.7 1E \12"CONC(N)=15.7 isy2" Dl(SE)=17.2N - uGp UGP - _ /... UGP 1 ._. RIM=25.30 NC(N)--r--19.1 NC(E)= 20.3 NC(S)=19.3 N C(W)= 20.1.4 ,- ; r r r r r 4. scil.-- --- t CB RI M = 26. 48 IE 12"CONC(W)=21.2 IE 12"CONC(SE)=22.0 I CB RIM=25.92 IE 12"CONC(E)=21.0 it' 1 2ZCONC(W)=21.0 -SSMH RIM=26.23 IE CL CHAN 10" NW/S/E=16.0 CB R1M=27.54 1E 12"CONC(N)=23.2 1E 10"CONC(S)=23.2 RI M = 27.22 coNc(s).21.g $ 1.5.',6L CHAN 10"PVC6"x10" SSMH' R1M=26.57 "(NW/5)=17.6 CONNECTI1 IE = 16.7 - CONC. COLUMN uGP SDMH R1M=27.32 1E 12"C NC(E)=19.7 1E 12"C1NC(N)=19.8 6"x10" WYE CONNECTION 1E 12"C NC(N)=19.5 IE -= 16.81 SDMH RIM=27.24 1E 16"CONC(S.)---24:9-.-' - _ 6tiC0 CB RIM =27.50 IE 12"CONC(NW)= 6" SSCO"coNC(S)=23.1 23.° SEAFOOD CO CITY -8LFA.SL9_215.4p% tfi-S,8:06coN(s)=23.3 FFE 28.8 1E = 21.32 -25LF 6" GW @ 18.3% ' NASPHALT --- SD CB R1M-=27.g--- 1E 6"CONC(E)-725.°"_:2-_-_ CONC CURB NE.\/NLOT .A \ • PENIDING 'BINDING ,,-‘4MPROVEMENT \SITE PI AN 02.1.Nt• INTERCEPTOR MODEL 21.43 It ISEDMi2H„DRKIkN4=w2)=7.19.3 ___I.E-12."-DIM=1 9.3 Liep 77/hwatimarahrwrim71 DRAIN 14' CON 6" GWC01"--'1) lE = 22.80 YD R1M=28.60 1E 8"PVC(S)=--26.4 YD R1M=--28.63 1E 8"PVC(S)=26.3 /9 6 -0,Q4, =28.8 GWCO BRICK IE 21.39 WALL OUT = 21.43 -CB RIM=27.28 1E 12"CONC(N)=24.3 IN = 21.63 SSMH 1E CL CHAN 10"(02)46 fr4Aii1=1A 7 •••• 21.67 . w ux z k W • CI GREASE I TERCEPTOR M 2.6([3 SIZE ([[QUID TAPA:9 ] WAN GALLON W4101: Cr1111==22.82 1E 12"C NC(1\)=--sq 1E 1 g CONC(S)=1 9.1\ /4/ Ca RIM=22.82 E 6"CONC(SE)=-20.8 / SDMH R1M-z--23.47 1E 24-"CONC(NW)=13.2 1E 12"CONC(N)=17.1 15 ESM'T ROW 1MPROVMENTS TIES REC. # 20070619000339 30.0 °IV- 30.00' r24' DIA. L01:302NO FHA/KB COVEFL 3 PLCS (2 PLCB ON 5TT-DA) AIR & DAS 'TIGHT ,=-3715 6.Git tiop SIO 4.08% -SSMH R1M=27.48 CL CHAN 10" 1\„..1,4) 8"(WW),---14.9 CB RIM.--:23.46 /1. 15' 1E 6"CONC(SE)=22.1-...."," CB RIM=23.43 tE 12"CONC(E)=18.6--z R1M=22.57 E 12"CpNC(W)-=16.3 1E 12"CNC(E)=15.9 'Llop 0 z 0 c w CONC CURB A.F.N. 5391852 , TELEPHONE / CO. EASEMEN ASPHALT / 6- PLU SECTION A-A NOTES: 1. REFER "TO CHAPTER 8 OF THESE STANDARDS. 2. CONCFIETE: 28 DAY COMPRESSNE STRENGTH fc 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A-185 GRADE 85. 4. DESIGN: ACI-318.83 BUIILDING CODE ASTM 0-857 'MINIMUM STRUCTURAL DESIGN LOADING FOR MONOUTHIC OR SECTIONAL PRE-GASTCONCRETEWATERANDWASTEWATERSTRUCTURES'. 5. LOADS: H-20 TRUCI(INPIEEL WM-I 30% IMPACT PF_Ft AASHTO. O. FILL INITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER. EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED- BY SEPARATE SIDE SEWER 6" 0 PIPE OUT GREASE INTERCEPTOR 26LF 6"GW @ 20.0% VENT POST. GREASE FF=28.8 VENT LINE TO RUN 6n UNDER EX. WALL 5 SSCO IE = ° • ° ' -- 1\4, 28.64 (6" GWCO =r1 SIZING CHART - IKSPECT ON - 1259 1500 1750 2000 2500 I . .-- •it) 1 1' TM 0000 / -5' .... 19.77 2 SD GROUT ALL AROUND BOTH BUBB 2/3 LENGTH SIAT 113 LENGTH SECTION A-A NOTES: 1. REFER "TO CHAPTER 8 OF THESE STANDARDS. 2. CONCFIETE: 28 DAY COMPRESSNE STRENGTH fc 4500 PSI 3. REBAR: ASTM A-615 GRADE 60. 4. MESH: ASTM A-185 GRADE 85. 4. DESIGN: ACI-318.83 BUIILDING CODE ASTM 0-857 'MINIMUM STRUCTURAL DESIGN LOADING FOR MONOUTHIC OR SECTIONAL PRE-GASTCONCRETEWATERANDWASTEWATERSTRUCTURES'. 5. LOADS: H-20 TRUCI(INPIEEL WM-I 30% IMPACT PF_Ft AASHTO. O. FILL INITH CLEAN WATER PRIOR TO START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER. EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED- BY SEPARATE SIDE SEWER 6" 0 PIPE OUT GREASE INTERCEPTOR 26LF 6"GW @ 20.0% VENT POST. GREASE FF=28.8 VENT LINE TO RUN 6n UNDER EX. WALL 5 SSCO IE = ° • ° ' -- 1\4, 28.64 (6" GWCO =r1 SIZING CHART DESIGN NumberOf RUMS x W0510 Row X Retention x Storage = Capadty FORMULA. Per Peak Houle Rate Time Fadnr In Gallons GALLONICAPACM 1000 1259 1500 1750 2000 2500 2750 30017 4000 0000 UM 6 SS 19.77 2 SD 24.05 6" GW 17.48 411) 6" GW 22.8 10 SS .1 .. " :Z.2. ARM .61.111111KG_LEAMINITZ.L.INNUSZ WA ±23.5 sAIIIELZ....1114hE 21.50 AINNYZJAKIZAIIIKI 10 WA ±23.2 ZilaiNg La clu-ir $-o- a-o- a:: s-a- fr.a. stir tr.tr 12 S 21.63 r-11. 9%11' DIM "C" T-2- T-2" 7,1" T-2" 8%0" 6-O r.cr- r-'2" r-r• r-11- lff:5- , DIM nr• 4%.2' 5'.2° 4'..e 4wur 4•4° 5••41" 5'147' 5W° 6'.5•- 65.2' r.2, WATER DEPTH Ho •E• r-lr C-10" 4-0` w-r• 3.-ler 4=2" 3%3' 4*-7° 5-? 4-9° ro GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE SS44 EMU 1 LASFREV15100: 08.04 APPROMb--' B. SHELTON 6LF 6" SS) A_QC41±1)S 1 .,15 07 6" • GRE,44,‘`I'N'AP N89°40'24- vu ° SSCO IE = 17.70 INTERCEPTOR M 26LF 6"GW 20.0%-FF: 3011 6"GW 9.07V-k.07 6" GWCO IE FF 6" GWCO CB CALL 48 HOURS BEFORE YOU DIG -800-424-5555 SF)H 67IE T=GW1C7°02 ile°6 RI= Cs4 • I 7 0 311 6*GW 0 2.0%1 /0.7-----= 16.89 I ' ....6." GWCO 1 "t---1E1 IN = 16.85 11, "CONC(S)=20.8 NOTE: UNABLE BCLEENTTEO RDE:NRM • 7c1,_.repog,e, IF GREASE VENT POLE t PIPE TAPERS _(E) TO 12" DIAMETER v / i 6 IMTPRIfli? WAI I t, INIERIOR WALL-- 6"x8" WYE GREASE INTERCEPTOR DETAIL jr---GREASE INVEREPADRINI OW: 16.6i SIZE (9.(Aqi,q0,9; ArOMN_METER BOX- 5" DEC 1" PLU .___0511-F41(911.146,i/x,:1:18111(Ev1110)=--:141.61.61 13--.) SLH RIM=j2D7.-61 ...- GRAPHIC SCALE i 1 t 1 SDIVIti RIM= 27.57 /7- .8..: 1E 1"CONC(N)=20.6 1E 15" CONC(E)-=20.4 1E 12rCONC(S)r---20.7 t EX. Fl-t 1 "ti• Q. ,4,. ( IN FEET ) 1 inch = 40 ft. FF=28.8 g BRICK 0 SD RIM.--24.12 1E 15"CONC(W)=16.7 1E 24"CONC(E)=15.7 1E 12"CONC(S)=--18.9 GENERAL UTILITY NOTES ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD 4. SPECIFICATIONS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY 5. PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. TF1E CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED 6. SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK 7. WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL 8. HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED g. LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING U11U11ES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE 11. PROPOSED IMPROVEMENTS ON THE PLANS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTIUTIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. MINIMUMCG-R ,6-Sfigi) AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY UNES, STORM UNES AND GAS LINE (EXISTING AND PROPOSED), NE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). UNES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFIWNG. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LO,CN..„AOH ITIES WITFI REGARD TO MATERIALS AND INSTALLATION OF THE GREASE WASTE AND SEWER LINES. 13. ALL NECESS RY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WIN ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. CITY OF TUKWILA UTILITY NOTES I. ALL TRENCH EXCAVAllON OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET IMSHA REQUIREMENTS 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A A TRENCH WIN A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. CROSSING TABLE CROSSING U11L 1 U11L 1 IE U11L 2 UT1L 2 IE (14311, 6" GW 22.35 6 SS 19.77 2 SD 24.05 6" GW 17.48 411) 6" GW 22.8 10 SS 14.99 OD 411) WA ±23.5 6 GW 21.50 CID 10 WA ±23.2 6 GW 20.29 6 GW 19.3 8 SS 14.40 ux 6 12 S 21.63 6 GW 19.13 b 10' WA ±23.2 6 GW 19.12 uX 8 U)C-FD 6 GW 19.94 8" SS 14.16 12 SD 21.37 6" GW 19.30 ux 10 4111) 10 WA ±23.2 6" GW 18.48 12 SD 21.20 6" GW 14.33 QED (IZIE) 10" WA ±23.2 6" GW 14.93 _ 4 SANITARY SEWER MAIN SS GREASE WASTE LINE GREASE VENT LINE GREASE VENT POLE LOCATION () SS CLEANOUT TO GRADE • GREASE INTERCEPTOR ° ° 3-18-2010 PERMIT 3-29-2010 PACLAND CITY COMMENTS SEAFOOD CITY SOUTHCENTER MALL TUKWILA, WASHINGTON GREASE INTERCEPTOR PLAN IL1$lLI C .., _,I`�i�1 rail -rig kiwi 14 _4_; :_i _I :�=_1. -1 ., -J, Ir!::_ –I1 -11 X11 11X11 I-JR1 ..li= :° =i i :ri 'i r 411141211111 =i i .1 11: 1P 1: 1 I ia -ri .!_r; 1 –1 =1 - li -:i -.1 • _li � l ��i 111 y14 -Iii - Ir_j1- EXISTING PLANTER $ GROUND COVER PROTECT IN PLACE. EXISTING - STEEL COLUMN` AND CONCRETE BASE TO REMAIN, PROVIDE NEW ALUGOBOND ( AGM) COLUMN COVER AND CAPITAL. SEE A -4.0 EXTERIOR ELEVATIONS FOR ADDITIONAL` INFO O NEW ACCESS DOOR TO EXISTING RISER ROOM BY WESTFIELD. NEW EXIT DOOR SEE A-T.0 /0OOR SCHEDULE. 0 NEW CONCRETE WALK - 4' WIDE. O EXISTING CONCRETE WALK TO REMAIN. OEXISTING 4 "x8" BRICK PAVERS TO REMAIN O NEW 6'x2' BENCH 10 NEW 6'x2' BICYCLE RACK NEW 36" DIA. SEACREST S5 -3830 - SELF- WATERING PLANTER POTS NEW TRASH RECEPTACLE W/ ASH URN - IS "'DIA.. 13 NEW CONCRETE RAMP 14 LANDSCAPE AREA, REFER TO LANDSCAPE PLAN BY WESTFIELD EXISTING RAMP TO REMAIN EXISTING ELECTRICAL' TRANSFORMER TO REMAIN I'f LINE OF EXISTING ENTRY CANOPY 18 NEW CONCRETE CURB RETOR 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 633 %' MAX.. SLOPE (TYP.) EXP. JOINT. (BRICK PAVERS, PROTECT IN PLACE CONCRETE SIDEWALK,' REFER TO DINGS. FOR ADD. INFO. CONC. SLAB, 5EE STRUCT. I /2" RADIUS ON CONCRETE A.G. PAVING nnamit REVIEWED FOR CODE COMPLIANCE APPROVED AP R 0 9 2010 * SMOOTH DOWELS x 24" LONG @ 16" O.C., GREASE 12" IN LENGTH ON ONE END. I' -6" THICKEN AS REGD. ®' TRANSITION. COMPACTED BASE PER SOILS REPORT #4 BAR CONTINUOUS / TACK COAT PAVING TO CONCRETE SCALE 1 "= 1' -011 —,® ® -1 — — MIN a ® 1 NORTH NORTH DATE 02 -09-10 JOB NO. 09293 SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. ENLARGED REFERENCE SITE PLAN SCALE 1 "= 30' -0" HARDSCAPE PLAN 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 SCALE 1"=10'-0" AR -1.1 3rd B.D. SUBMITTAL: 03 -24 -10 26'-O 261-0" 26' -0" LINE OF (E) CANOPY TO BE RESURFACE/RE- SKIN, SEE A-4.0 FOR MATERIALS $ FINISHES LINE OF SOFFIT AND /OR VALANCE, SEE A -2.0 REFLECTED CEILING PLAN LINE OF EXISTING CHEVRON BRACING, SHOWN FOR CLARITY ONLY NEW ALUGOBOND (AGM) COLUMN COVER AND CAPITAL NEW PILASTER, SEE A-4.0 FOR MATERIAL * FINISH NEW GLASS PANELS TO EXTENT SHOWN, SEE A -4.0 FOR ADDITIONAL INFO ADA ACCESSIBLE CHECKSTAND, SEE FLOOR PLAN NOTE #1 $ #"t WRAP EXISTING STEEL COLUMNS EXPOSED TO PUBLIC /CUSTOMERS VIEW IN/MIN. 20 GA. STAINLESS STEEL OVER MIN. 3/4" PLYWOOD TO CEILING HEIGHT, SEE , A -6.0 (E) CONCRETE SLAB, FINISH PER FLOOR FINISH PLAN PROVIDE 34" GYPSUM WALL BOARD AT EXISTING STUD WALL TO EXTENT SHOWN ROOF ACCESS LADDER AND HATCH, SEE A -6.0� A -6.0 A162 SQ. FT. MIN. REQUIRED RECYCLING /STORAGE A (16.52.060 TMG) WALK -IN COOLER ACCESS LADDER, SEE 3 /e" 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 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 A -6.0 HALLWAY #3 NEW TRASH COMPACTOR ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS (3) 2" CONDUIT, SEE ELECTRICAL' DRAWINGS 4305, La�asr�9a�: °Ie LI ': L_ J ..^ ,.... , / - --- ,- -..a 0o-000-- 0-47•,. . F.5.- i\ •.•• .•� \ *••, / / \ ,, ;•''/ / / ■ 7\ \ / \\ / / // \\ /, \ \\_ \\\ i ,/.. \ \ \ \\ i/ \. I I7 ti V • V - - I 'IP' I q RIR - •1 I -41' REFRIGERATION WARNING' ALARM, SEE REFRIGERATION DRAWINGS TRENCH DRAIN, SEE GISTERED ' CHITECT ERBERT N. NADEL STATE OF WASHINGTON SHIPPING $ RECEIVING • \\ \ <v> ° \\ \ \\ " R.\ \ \' 131 \/< ME T \ FRE- \ \i /\ \ \\ \ FS < PROVIDE 3/4" PLYWOOD FINISH AT ONE SIDE OF COOLER EXISTING ROOF AND OVERFLOW DRAIN TO REMAIN EXISTING MARSH GAS 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 COATS), TYP. FS.S /� rti� �tia�l r�►' I BALER I F.5. \` \\ \ EAOO \ \- j'� \ COUNTER \,\F.S. \\ >\\ F.5. \\ < > \\ `'FD. SUITE F.5. (TYP. OF IS) PROVIDE (2) ACCESSIBLE CHECKSTANDS. CHECKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 36" AISLE ON CUSTOMER SIDE OF THE CHECKSTAND W/ ADJOINING COUNTER HEIGHT NOT EXCEEDING 36" 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 ". SEC.:3I03A(c)2C(I I I). 3. WHERE "QUICK" CHECKSTAND(5) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. SEC.; 3I03A(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. '1. ACCESSIBLE COUNTER MIN. 36 LONG AND NO MORE THAN 26" TO 34" ABOVE FINISHED FLOOR AT BAKERY, SERVICE DELI, SEAFOOD SALES PER SEC.: 11225.4. S. GENERAL CONTRACTOR TO HIRE REFRIG./MECH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL WORK. cf. ALIGN ALL FINISHES $ SEAL ALL GAPS. 10. WHERE INDICATED: FLOORS THAT ARE SLOPED TO DRAIN, SHALL SLOPE 4" PER FT. MAXIMUM. II. PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR - CEILINGS and ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED. 13. SEE PLUMBING DRAWING5 FOR SIZES and LOCATIONS OF FLOOR SINKS, FLOOR DRAINS: UNDERGROUND TRENCHES FOR WATER and DRAIN PIPES, GREASE TRAPS; VENT PIPES, WATER PIPES, and DRAIN PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 14. SEE ELECTRICAL DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES FOR ELECTRICAL CONDUITS, FLOOR DUCTS, and STUB UPS; WALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 15. SEE MECHANICAL AND REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES, FLOOR SINKS, DRAIN LINES; VENT PIPES and WATER PIPES IN WALLS; ETC, and ADD. MISC. NOTES and DETAILS. 16. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB COOLER and FREEZER BOXES WITH THE MANUFACTURER, PRIOR TO FORMING and POURING THE CONCRETE CURBS. 11. CONTRACTOR SHALL COORDINATE EXACT DIMENSIONS OF PREFAB CASES, TUBS and OTHER FIXTURES, PRIOR TO BEGINNING THE CONSTRUCTION. PROVIDE FURRING, STUB UPS, OUTLETS, WATER and DRAIN PIPES PER MANUFACTURER'S REQUIREMENTS. IS. 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. IQ. 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 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 1011.3. REFER TO SHT. A7 DOOR TYPES K, (SIM.) 26. FOOD PREP AREA WALLS TO BE CONSTRUCTED ON CONC. CURBS REFER TO DETAIL 5/A6.I, U.N.O. AN 2/. THERE ARE NOT TO BE ANY UNNECESSARILY EXPOSED UTILITIES ALONG WALLS, CEILING AND FLOORS. 26. GENERAL CONTRACTOR TO PROVIDE POSTIVE SLOPE TO DRAINS IN FOOD PREPARATON, RESTROOMS. 2.1. REFER TO DETAIL a /A -6.0 AND MECHANICAL DINGS FOR MORE INFROMATION. TO /.'. \ / X \ / \ < X X "< X > \ / \ / `< Y FD.O PRODUCE PRODUCE PREP. FD.O \ \/ (TYPE I I / //I/ \ \, � ` - 101 `� TD. 4,#\ / /■ ♦ �♦ / / / SUITE ***S 1, 4fr (SEE SHEETS � \ A -1.4A ' A -1.45) b \ 470 ®® • N FAO l I F'I S.Lii LEGEND rffi (E) CMU WALL (W/ FURRED WALL WHERE OCCURS) TO REMAIN (E) STUD WALL - (E) I HR. RATED WALL (E) FULL HEIGHT DEMISING WALL (PROVIDED BY RETAIL CENTER) - -- -- - 4 I HR RATED WALL_ 0.:0:6:.:.: 1•:•:•:•:•:•:•: w•:•:4g0: 4T•:•:•:•:•:•:.:.: 07.: 07.:0:0: w•: 4711:0:0:•:•:0:0•:•:•:41.:41,7w07•:41.7•:•:•:• _ -.:.::_)- .c: -.:c '-.;'-- w^___:•:•:•:•: r•• :•:r•:•:•:•:•:w- •:•:•:•:.r--. :- =• _-_:•. (__.v.C_ .r_ (SEE SHEET A -13) (N) STUD PARTITION WALL W/ 5/6" GYP. BRO. BOTH SIDES TO MIN. 6° ABOVE CEILING LINE. ALSO REFER TO 12/A -6.2 AND STRUCTURAL DINGS. (N) 4' -6" HIGH LOW PARTITION WALL (N) COOLER/ FREEZER WALL • - -- (N) SLAB CUT FOR FLOOR DRAIN REVISIONS: HEALTH DEPT. COMMENTS BLDG. & SAFETY COMMENTS BLDGCOMM. & Y 2 COMMENTS 24' -4" 34' -4" NORTH M.O. 4° - M.O. A -I.15 11 C1 III At. _ OFE FIRE EXTINGUISHER, G -GLASS (K- GLASS IN KITCHEN) -FHB. HOSE BIB (SEE PLUMBING DRAWINGS) F.S. FLOOR SINK (SEE PLUMBING DRAWINGS) 02 -09 -10 JOB NO. 09293 SHEET NUMBER FLOOR PLAN I /6 " =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, U.P. 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 ' -7 L • , I '�- 4` i:Ai 3S_O °.�.i'._.4:. : 4_j ,..i, ,e4 ::nSi' r- . J. F.1 O5. L ii :.•S Q,�4r._.. i4�: �_— ' ' -- : • Nv- ELECTRICAL PANEL BOX TIME CLOCK REFRIGERATION ALARM MILLWORK COMPUTER RACK 3" DIA. CONDUIT 1N/FULL STRING FOR TELEPHONE 4 CAMERA CABLE LEGEND SINGLE RECEPTACLE WITH ISOLATED GROUNDING cp SINGLE RECEPTACLE DUPLEX RECEPTACLE WITH ISOLATED GROUNDING DUPLEX RECEPTACLE QUAD RECEPTACLE WITH ISOLATED GROUNDING QUAD RECEPTACLE p TELEPHONE DATA \ JANITOR ......, .....,....:..... -,a NORTH TIME CLOCK 1 -I /2" DIAMETER ST L 42" LONG AT SIDE IS' LO G AT ID AND 36" AT REAR O T• L .. . RTICAL 2 SURFACE MOUNTED 50AP DISPENSER. SURFACE MOUNTED FEMININE NAPKIN - TAMPON VENDOR. 'XLERATOR' XL ELECTRIC HAND DRYER MIRROR W/ 3/4" WELDED SEAMLESS STAINLESS STEEL FRA 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 10 Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com JANITORS' ROOM ENLARGED PLAN MENS' RESTROOM $ LOCKER ROOM ENLARGED PLAN SCALE 4305 ANGELED WALL - REFRIGERATION ALARM 42 "MIN. MILLWORK 6 AX. 36 "MIN. 1 PROVIDE I -1/2 CLEARANCE BETWEEN WALL' AND GRAB BARS. DRAIN AND HOT WATER PIPES UNDER ALL LAVATORIES TO BE INSULATED. �1 ► �' ERBERT N. NADEL STATE OF WASHINGTON GISTERED CHITECT GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250# LOAD AND SHALL NOT ROTATE WITHIN THEIR FITTINGS. . FLUSH VALVE CONTROL ON WATER CLOSET SHALL BE OPERABLE BY AN OSCILLATING HANDLE WITH MAXIMUM FORCE OF 3 LBS. TOP OF ALL ELECTRICAL SWITCHES AND CONVENIENCE OUTLET NOT TO EXCEED 40", TYPICAL THROUGH -OUT. ELEVATION ELEVATION ELEVATION ELEVATION 12 "MAX. ELEVATION ELEVATION 15 ELEVATION MENS' RESTROOM OFFICE ENLARGED PLAN 4 ELEVATION SCALE ANGELED WALL NO SHARP OR ABRASIVE SURFACES IN FRONT OF LAVATORIES. A' CLEAR SPACE OF 30" X 48" SHALL BE PROVIDED IN FRONT OF LAVATORY TO ALLOW A FORWARD APPROACH AND COMPLY WITH. OPERATING PARTS OF DISPENSING AND DISPOSAL FIXTURES( TOWELS, WASTE, COIN SLOTS, ETC.) ARE TO BE WITHIN 40" OF FLOOR. MIRRORS - MAXIMUM 40" ABOVE FLOOR. q. TOILET TISSUE DISPENSER TO BE MOUNTED WITHIN 12" FROM THE FRONT EDGE OF TOILET SEAT. 10. THE RESTROOM DOORS MUST BE WELL FITTING AND SELF - CLOSING. I. PROVIDE SUFFICIENT VENTILATION IN RESTROOMS BY MEANS OF A WINDOW OR MECHANICAL CEILING VENTILATION. 12. TOILET ACCESSORIES LOCATED ON OR WITHIN WALLS BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE. 13. TOILET ROOM SIGNS PER DETAIL 28'-O" ELEVATION 4' -6" (E)OPNG: 14. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WJ ONE HAND) SHALL BE OF TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORCE 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 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MIN. OF 30" IN WIDTH 4 5" MIN. DEPTH AT THE TOP.TOE CLEARANCE SHALL BE A MIN. OF GI" HIGH FROM THE FLOOR 4 A MIN. OF I7" DEEP FROM THE FRONT OF THE LAV. 16. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. I7. SELF- CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. I. ADD BATTERY POWERED SENSOR VALVES TO URINALS 4 HAND LAVATORIES. I9. PROVIDE BATT INSULATION AT RESTROOM WALLS AND LOCKER ROOM WALLS FOR SOUND INSULATION. MULTIPLE ACCOMMODATION TOILETS: NORTH ELEVATION ELEVATION ELEVATION WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END $ 54" WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN. ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 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 5304(I.I)2C 15 NOT REQUIRED. THE INSIDE 6 OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED W/ A LOOP OR U- SHAPED HANDLE IMEDIATELY BELOW THE LATCH. THE LATCH SHALL FLIP OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. JANITORS' ROOM SECOND FLOOR PLAN SCOPE OF WORK SCALE RESTROOM 4 JANITORS ROOM INTERIOR ELEVATIONS NOTE: LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29" 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. 17 DEEP FROM FRONT OF LAVATORIES. CONDENSATE DRAIN DOWN IN WALL, SEE PLANS FOR SIZE. BOTTOM OF MIRROR LAVATORY / SINK WITH CARRIER SUPPORT 12 1 HANDICAP KNEE SPACE MIN. II" MIN. 17" MIN. INSULATED DRAIN PIPE AND TRAP W/SLIP'JOINT FITTING "TRUEBRO" MODEL NO. LAV- GUARD. (SOO) 340 -5969 OR APPROVED EQUAL. FINISH FLOOR --� LEVER TYPE FAUCET CONTROL RUBBER HOSE and CLAMPS 12" EXTEND TO UND ROOF, SEE 5 FOR ROOF CON DETAILS q" MIN. TOE CLEARANCE. MANUFACTURED BY: TUBULAR SPECIALTIES MFG., INC. (8O0) 959 -8779 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 COLOR AND CONTRAST MODEL NUMBERS: WOMEN'S "840" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) MEN'S "840 -A" (PROVIDE AT SPACES WITH TWO TOILET ROOMS) UNISEX 840 -B" (PROVIDE AT SPACES WITH ONE TOILET ROOM) TOILET ROOM BRAILLE SIGNS ADJACENT TO DOORS: MANUFACTURED BY: TUBULAR SPECIALTIES MFG., INC. (800) 959 -8779 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 II, DOTS = 1 /10" O.C. ' IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS, RAISED I /40 ". 03 -I8 -02 LAVATORY DETAIL ONE LAYER OF 5/S" GYP. BD. ON STEEL STUDS AT 16 O.C. WITH I" TYPE 5 DRYWALL SCREWS .8" O.G. AT VERTICAL JOINTS AND IT O.G. AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS. JOINTS TO BE STAGGERED 32" ON OPPOSITE SIDES SCALE 1 " =1' -0" SCIN4A01 11 -21-01 PLEXIGLASS RESTROOM AGESSIBLE SIGNS SCALE BATT INSULATION, WHERE OCCURS. ADJ. SPACE (AS OCCURS) SOLID BLOCKING AS REQUIRED TYPICAL. ADJ. SPADE (A5 OCCURS) W.P. GYP. BD., FOR -FINISHES, SEE FINISH SCHEDULE - TYPICAL. LW OMEN'S BUBBLER OUTLET ORIFICE 2nd FLR FIN. FLOOR WATER FOUNTAIN, SEE PLUMBING DRAWINGS WOOD BLOCKING. I I /2 ") OD. GRAB BARS, 36" OR 42" LONG AS OCCURS.- METAL BRACKETS : 4'-O" O.G. MAX. W/ (3) I/4 "4 SELF - DRILLING / SELF - TAPPING SCREWS THRU 3/16" THICK BACK PLATE FOR GRAB BAR SUPPORT - TYP. 12" x 3/16" THICK PLATE 0/ MIN. (4) STUD W/ #10 SCREWS ® 3" O.G. , EA. STUD SPAN PLATE OVER (4) STUDS. NOTES: I. PROVIDE SMOOTH GRAB BARS WITH W/ NO SHARP CORNERS. STANDARD SATIN FINISH. 2. DESIGN COMPLIES W/ 250# DESIGN LOAD REQUIREMENTS. REVISIONS: HEALTH DEPT. COMMENTS BLDG.&SAFETY COMMENTS METAL STUDS @ 16" O.G. 1W SOUND INSULATION AS OCCURS. A \ / \' A A A A- DATE 02 -09 -10 JOB NO. 09293 SHEET NUMBER 09 -01 -05 SGIN4AOI 05 -I2-11 MECHANICAL DUCTWORK SHAFT SCALE SCALE AGGE55IBLE WATER FOUNTAINS (IN ALCOVE) SCALE GRAB BAR ® METAL STUD WALL SCALE 3" = 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 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 ROOM NAME FLOOR FINISH MAT. WALLS CEILING SOFFIT FINISH FINISH MAT. 1\ /`IO► x io I/ \I�0 1\ /I ►1 1 X �I,; I 1$ 1 ;0:44 mil 0 +10' -O" 1 4 A AFF A 0 „, 4, 1,. u e 0 / ��!�°�°�° ... 1' < / / /4, IMIPtOkii •;4401.,, ..1 6 4 I I' -O \ \ /.i / '1 / / / I /x\ // / //� // / / /\ �/i / / / < \ / / \ } / // / \ / ` SALES SERVICE 103 PRESCRIPTION AREA UNI -SEX TOILET 105 ) OFFICE /STORAGE IO' -0" / / / SALES /' 130 -101 A -41 / / / / / // // ( / / SUITE\ ,/ / 130 \\ SERVICE 130 -102 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 130 -103 +I 1' -0" ALIGN +411..611 v 1771 ��,.- O I l �O F.D.I1 1-43)( '‘' ` / vii •` \ m A NORTH I / 51 -0R - ' / UNI -SEX V TOILET 1 I30 -104 1 REFER TO WA-I2 FOR TYPICAL MOUNTING HEIGHT REQUIREMENTS NORTH ENLARGED SUITE 130 REFLECTED CEILING. PLAN SCALE ENLARGED SCALE 1/4 " =1' -0" PROVIDE (2) ACCESSIBLE GHEGKSTANDS. GHEGKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MIN. 36" AISLE ON CUSTOMER SIDE. OF THE CHECKSTAND IN/ 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 GHEGKSTAND TO BE OPEN @ ALL TIMES FOR CUSTOMERS WITH DISABILITIES ". SE.: 3I03A(c)2C(I I I). 3. WHERE "QUICK" CHEGKSTAND(5) ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. SEC.; 3103A(G)2G(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.NFORMATIOH 6. ' FROVIDE STAINLESS STEEL METAL GLOV.;RE STRIPS @ ALL CASE and NALL INTERSECTIONS - -l. 'ACCESSIBLE COUNTER MIN. 36" LONG AND NO MORE THAN 28" TO 34" ABOVE FINISHED FLOOR AT BAKERY,' SERVICE DELI, SEAFOOD SALES FER'SEC.: 11225.4. S. GENERAL CONTRACTOR TO HIRE REFRIGJMECH. CONTRACTOR FOR ALL FINISHED STAINLESS STEEL METAL INORK. q. ` ALIGN' ALL FINISHES 4 SEAL ALL GAPS. 10. INHERE' INDICATED: FLOORS THAT' ARE SLOPED TO DRAIN, SHALL SLOPE 4" PER FT. MAXIMUM. II. PROVIDE LEVEL FLOOR AT COOKING EQUIPMENT. 12. PENETRATIONS OF FIRE RESISTIVE WALLS, FLOOR - CEILINGS and ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED. GISTERED CHITECT MIERBERT N. NADEL STATE OF WASHINGTON 13. SEE PLUMBING DRAWINGS FOR SIZES and LOCATIONS OF FLOOR SINKS, FLOOR DRAINS: UNDERGROUND TRENCHES FOR WATER and DRAIN PIPES, GREASE TRAPS; VENT PIPES, WATER PIPES, and DRAIN PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 14. SEE ELECTRICAL DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES FOR ELECTRICAL CONDUITS, FLOOR DUCTS, and STUB UPS; WALL and FLOOR OUTLETS, CONDUITS IN WALLS; ETC.,' and ADD. MISC. NOTES and DETAILS. 15. SEE MECHANICAL AND REFRIGERATION DRAWINGS FOR SIZES and LOCATIONS OF UNDERGROUND TRENCHES, FLOOR SINKS, DRAIN LINES; VENT PIPES and WATER PIPES IN WALLS; ETC., and ADD. MISC. NOTES and DETAILS. 16. CONTRACTOR' SHALL COORDINATE EXACT DIMENSIONS OF PREFAB COOLER and FREEZER BOXES WITH THE MANUFACTURER, PRIOR TO FORMING and POURING THE CONCRETE CURBS. I7. 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. 16. 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 PO 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. 23. REFER TO ELECTRICAL DINGS. FOR NEW WALKER DUCT INFORMATION. 24. TACTILE EXIT SIGNS THAT STATE "EXIT" OR "EXIT ROUTE" TO BE INSTALLED AT ALL EXIT 25. DOORS AND EXIT ACCESS DOORS PER 10113. REFER TO SHT. AI DOOR TYPES K, (SIM.) 26. FOOD PREP AREA WALLS TO BE CONSTRUCTED ON CONC. CURBS REFER TO DETAIL 5 /A6.I, U.N.O. 21. NOT USED 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. • / ' iN / / / / /. � 4i / / a / s / o / / /d / / / / / / / /� / u \\ . 130 -101 SERVICE'' 130 -102 N,r16 IRA 16 7RA 16x7 16x7 ... 7RAY$N RX IRA N W'j 16x7 RX1 ;01 s1Y 16:7 ►1 \\ ` ,/ // ,,r I. 'r_ x.41 i \0 I q \ v / ¢ AQQ m�_'1 I \ I 1�7R' a Ir ♦ O _ i1 \sr Q0 6q2 5Q. FT. m ' U \ ,��0 53.1 1 t♦ '\ kr RX IRA RX IRA RX 7RA RX IRA RX •, °. , RX 7RA �rg '7. o r\'. 16x7 16x7 16x7 16x7 16x7 16x7 _EN ►_ Y�`w� I11'w'� • . YT '/ lJ !, 16x7 16x7 16x7 ,6x7 IRA RX 16x7 i : l► : .1/1 ..,1 g - 'o► 't :: = i0, FAX % :4$: - - - ,$ID - 1$ID RX 1RA7$ID RX ,RA . ' RX IRA - ill 16x7 16x7 - 14►' PRESCRIPTION AREA ,..Fi. 180 160 16i .9. RX IRA RX RX IRA 13' -q PRESGRIPTED MED FILLING STATION 1k7 1' 16x7 1 16x7' 1 16x7 ,6x7 1 16x7 NO SCALE \`�44 ... . Avg..., :� 4/ 49,4111111114 , 441111 ■1111 ■■ ■ ►�AnMM1W/MA.1 ■ ■ ■ ■■ rEem oA�,�., �■ ■11.11111111 ■■ ■■■■■■i�■■■■.11. tage■!■■■■■■■■ ■■■■■■��■ ■■■■ 1 •• FAN `!A:somm ■■■■■■■■■■■■■■■■■■■■■ 111 ■l \►'1■•■■■ ■11 •■ •11111 ■ ■\ •■••11111 \TION a1■■ ■ ■ ■ ■G711■11■ ■ ■ ■11►\■ ■I ■11 ` \ \ ■■1■ ■ ■■■■`!n!!1■■ ■■ ■ ■ ■ ■owarm \0 ■1■ ■ ■ ■ ■ ■ ■Yr■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ` .0.111111111111•••11111111111101•11111•11••11 `I ■ ■ ■ ■ ■ ■ ■ ■■■II111111 ■■■■ ■ ■ ■■ 711■■■■■■■!irea il■■■■■■■11 111111■ ■I■ ■■ ■l1■■ •I I■ ■1 ■111 ■ ■11 ■■111■ ■11111■■ ■III■■ ■1 ■1 ■MU1111 ■■11 ■ •EMIN111■ ■ ■1 ■1 ■111111■111111 ■■■■6 =i1■ ■11141 ■1 1l ■ ■!! ■I■ •■■ ■MIIIIIA ■ ■1 ■1 11 ■1111■I••■f/11■•■IIIII■1111 ■I !11!!11 ■I ■ ■G ■ ■■ ■111 ICJ■!■!■! ■11G111 ■I IIIIIMEM111 ■■1 ■!11 ■ •111■ ■1,111!1■ •■■ ■111■ ■1 ■1/11 ■1111111111111111•■•■11111■ ■1 ■I 1111■■ ■I •••■II■ ■11111■ ■111 ■1 s■II11iiS•■R1•11 ■11111■1E111 ■1111■■1•111111■•■ ■III■ ■111 ■I. !��1 ■ ■1 ■ ■ ■I<I\1 ■■ ■111 ■11? ■!�! 111111111111111C■■►1 •111111111 ■1!11 ■1111 ■111 ■E ■•■ ■►L�_'- _11111111111/! ■■■■■I■■■ ■1111211111 ■11 ■!■I ■1/ ■■ ■1 ■■.1411/1■■III11■111 ■1 REVISIONS: NORTH 0D / - -� ∎r UNI -SEX Iiii / 130 -104 LTOILET r SUITE 130 NORTH 02-09-10 JOB NO. 09293 SHEET NUMBER I/411= I' -0" ENLARGED SUITE SCALE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -08 -10 3rd H.D. & 2nd B.D. SUBMITTAL: 03 -01 -10 3rd B.D. SUBMITTAL: 03 -24 -10 49' -II (E)T.O. COPING 26' -4" (E)T.O. COPING NEW CONDENSER UNIT, SEE REFRIGERATION DINGS. NEW EQUIPMENT PLATFORM, SEE DETAIL NEW ROOF ACCESS HATCH, SEE DETAIL A -6.0 U NEW PARAPET WITH MIN. 24 GA. G.I. COPING, PRIME AND PAINTED O NEW AMBIENT LIGHTING (UP- LIGHTS) AT BACK SIDE OF (E)CANOPY, SEE ELECTRICAL DINGS O LINE OF EXISTING CANOPY BELOW, TO REMAIN O LINE OF EXISTING PARAPET, TO REMAIN EXISTING ROOF DRAIN AND OVERFLOW DRAIN - PROTECT IN PLACE C.)1 EXISTING MECHANICAL UNITS TO REMAIN I I EXISTING ROOF ACCESS HATCH - PROTECT IN PLACE 12 REMOVE (E) ROOF ACCESS HATCH AND RELATED ITEMS - PATCH 8 REPAIR WHERE DEMOLITION OCCURRED Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. "310.826.0182 idte to LA r- r www.nadelarc.com 4305 44' -1 (E)T.O. COPING CONTRACTOR TO PROVIDE CRICKET AS REQUIRED FOR POSITIVE DRAINAGE AT HIGH SIDE OF CURBED ROOF OPENING, PLATFORMS, ETC.. VERIFY LOCATION AND SIZE OF ALL ROOF OPENINGS, EQUIPMENT PLATFORMS, ETC. WITH RESPECTIVE CONTRACTORS. WHERE VENT PIPES AND UTILITY LINES PENETRATES THE ROOF SHEATHING, REFER TO DETAIL 4. REFER TO MECHANICAL, REFRIGERATION AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. CONTRACTOR TO COORDINATE LOCATION OF NEW ROOF EQUIPMENT WITH EXISTING ROOF EQUIPMENT CONTRACTOR TO REPAIR AND. PATCH EXISTING SKYLIGHTS AND THEIR CURBS TO PREVENT LEAKING.` TERMINATION OF TYPE E 1 HOOD EXHAUST OUTLET SHALL BE LOCATED NO LE55 THAN iO FEET HORIZONTALLY FROM PARTS. OF THE SAME OR CONTIGUOUS BUILDINGS AND 10 FEET FROM INTAKE AIR. GISTERED ' CHITECT ERBERT N. NADEL STATE OF WASHINGTON (E)HVAG (E)HVAC SLOPE (E) SLOPE (E) SLOPE (E) SLOPE (E) 38' 5.0. ROOF DECK (E)RTU -6 (E)RTU -5 39' -5" (E)T.O. BUILT -UP INSULATION RIDGE RIDGE (E) RIDGE (E) TYF. 26' -4" E)HVA (E)HVAG REVIEWED FOR CODE COMPUANCE APPROVED APR 0 9 2010 49' -11" (E)T.O. COPING 38' B.O.` ROOF DECK 5.0. ROOF DECK 3a'-0" 24' -6 T.O. HIGHEST Ru ) ( E)LOW - OF ROOF SLOPE' (E) (E)T.O. COPING 9' -3" (E)LOW PT. OF ROOF REVISIONS: BLDG. & SAFETY COMMENTS BLDG. & SAFETY COMMENTS NORTH DATE 02-09-10 JOB NO. 09293 SHEET NUMBER 1/8"=11-0" 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 ELEVATION ELEVATION aataemme OPEN TO (E)MALL BEYOND ELEVATION FINISH SCHEDULE SUITE 150 INTERIOR ELEVATIONS SCALE 1/4"=P-0" (1.7:11) MFG. COLOR FINISH LOCATION FRAZEE COLOR LIFE CL277111 ARROWROOT EGGSHELL : WALL / SOFFIT MFG. FRAZEE COLOR LIFE COLOR : CL2TSM — TOFFEE FINISH : EGGSHELL LOCATION : WALL / SOFFIT MFG. FRAZEE COLOR LIFE COLOR : CL2T5D - VENISON FINISH EGGSHELL LOCATION : WALL / SOFFIT PT -4 T MFG. : FRAZEE COLOR LIFE COLOR : CL1835D SLAM FINISH EGGSHELL LOCATION : WALL / SOFFIT (FT-pp MFG. : FRAZEE COLOR LIFE COLOR CLI626N FRENCH NARROW FINISH : EGGSHELL LOCATION : WALL / SOFFIT CT -6) MFG. : FRAZEE COLOR LIFE COLOR CLI45312 WEEDEN FINISH EGGSHELL LOCATION : WALL I SOFFIT MFG. COLOR FINISH LOCATION FRAZEE COLOR LIFE CL2TTIN - TONTO EGGSHELL WALL / SOFFIT -3" MFG. : FRAZEE COLOR LIFE COLOR : CLSO1512 - SLATE FINISH EGGSHELL LOCATION : WALL / SOFFIT MFG. : FRAZEE COLOR LIFE COLOR CL2844D - DIALOGUE FINISH EGGSHELL LOCATION WALL I SOFFIT MFG. FRAZEE COLOR LIFE COLOR : CLVIII2N - METAPHYSICAL FINISH : EGGSHELL LOCATION WALL / SOFFIT CT -11 MFG. FRAZEE COLOR LIFE. COLOR CLV2106A ISLAND FANTASY FINISH : EGGSHELL LOCATION : WALL I SOFFIT (MR: MFG. MARLITE COLOR 518 - WINDSOR ANIGRE FINISH FAUX WOODGRAIN LOCATION WALL MFG. M COLOR W829NEVA4T AR - CROWN CHERRY FINISH LOCATION WALL /SOFFIT ER_: MFG. COLOR WAOOO2E - TANGIER ANIGRE FINISH LOCATION WALL /SOFFIT NEVAMAR 4. R -z)- MFG.. COLOR 1,453431,N - CREST MAHOGANY FINISH LOCATION : WALL / SOFFIT : NEVAMAR MFG. SUNBRELLA COLOR 46T1 - TUSCAN STYLE FINISH : FABRIC LOCATION : WALL I SOFFIT -------- -------- ---- -- ----- MOMMA—_---__---__---------- _---- _- ----- ----- _- ----- --- --I (F -D CRT) F-I X H E N J 174111 1111111111111111111111111111111111 IMeMeleeeneeNeeelelleelleMeIMINMI IIIIIIIIIIIIIIIIIIII ■�� (=T -1 ELEVATION PT -1 MR -2 / \ / \/\ < X X > rmiwi r ELEVATION ELEVATION 11111II I I MR -D =120 =4121 MIZZ, OEM CZ= Wan &Bele eel= Mete IMES CMS 11 alert Mee tems tame* teem teale■ exeva wee) CMS V= (R 4 ( PT -I PTE 1111111111111111 i leleneeeeleeleallINI IMUMMOINIMINeleMt NOMMINeleleMIleatt i 1 11160111 I ------------------------------------------------------------===- _____-___N_—H.1----------------------------------------N-------- REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION APT -3) ELEVATION (•R --) CPT -D ELEVATION D tT -I4 COLUMN I7 MVIROMMMMIIIMM VIEMMIMMAMM MOMMIMMIIIMOS aerMas ELEVATION SUITE .140. INTERIOR ELEVATIONS SCALE I/4"= I' -0" FILLING STATION • N7 PHARMACY r r r r r rat ELEVATION A tucumoxs.aeerra AND usorr SALES COUNTER n RESTROOM PR�tSGRIP'rION FILLING STATIOV PRE�GRI ION P X7 ELEVATION D OFFICE/ STORAGE ELEVATION FILLING STATION IV A XI 1 N SINK 11 J GCNTROLLE I- ED GAE ELEVATION PHOTO DVD !SALES COUNTER I n PHARMACY FILLING STATION T- ELEVATION C SALES COUNTER ELEVATION RECEIVED APR 012010 PERMIT CENTER SUITE 130 INTERIOR ELEVATIONS SCALE I/4 "= I' -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. 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 NIIDEI liETfill 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 cn 0 w Z Z2 w U fig tr) Mh U r 0 0 W I- DRAWING TITL 0 W 1- z REVISIONS: A A A A A A A A A A^ A\ / \ DATE 02-09-10 JOB NO. 09293 SHEET NUMBER A -4.2 fl. 0. DOOR TYPES r C KICK PLATE, WHERE -� OCCURS 14' -0" (SLIDING DOOR) ALUM STOREFRONT A H. M. DOOR G PEEP HOLE, WHERE OCCURS TRANSOM 4 GLASS SUPPLIED 4 INSTALLED BY G.G. FLY FAN INSTALLED BY ELEC. CONTRACTOR TEMPERED GLASS (T) SUPPLIED 4 INSTALLED BY G.C. CLEAR ANODIZED FRAME TO MATCH (E) STORE- FRONT METAL LOUVER, INHERE OCCURS NOTE: SEE, DETAIL I IC/A-5.1 H. M. DOOR D 1 SEPARATE TOP FLAPPER, WHEN DR HT. `'> 96 ". (NOT HINGED @ SIDES).; 22" X 24" VISION PANEL PROVIDE DOOR BUMPER / JAMB GUARDS @ BOTH SIDES OF DOOR. TRAFFIC, DOORS G FIRE RATED TRASH BIN ACCESS DOOR STEEL DOOR J EXTRUDED ALUMINIUM TRACK GRILLE CURTAIN CONGEALED DROP BOLT LOCK OPERABLE TENANT SIDE SIDE FOLDING GRILLES L H. M. DOOR E - PROVIDE ASTRAGAL NOTE: SEE, DETAIL IA/A-5.1 H.M. DOOR B PANIC HARD - WARE WHERE OCCURS KICK PLATE, WHERE OCCURS VISION PANEL AS 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 -BOLT W/ HEAVY DUTY PADLOCK (I) EACH SIDE OF DOOR SILL STL. ROLL-UP DOOR H INTERIOR RATED FIRE DOOR SIMILAR' NO PADLOCK NOTE: SEE, DETAIL IB /A -5.1 HANDICAP ACCESSIBLE AND EXIT SIGNAGE LOCATION ON DOOR AND BRAILLE SIGN ON WALL ADJACENT TO LATCH SIDE OF DOOR. KICK PLATE, WHERE OCCURS STEEL DOOR K DOOR NOTES: 1. TRAFFIC DOOR FRAMES @ PREP. AREA STAINLESS STEEL. 2. ALL OTHER TRAFFIC DOOR FRAMES PAINT, I.G.I. #I6S " 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 THE 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. U.B.C. SEC. 1004.5 1 (CA. BPLG. 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. DOOR ROOM NO. NO. (E) I 101 2 102 3 102 4 I20 -I04 5 110 -104 6 131 1 158 8 :' 138 (E) a 131 (E) 10' 131 ( E ) I I 131 (E) 12 131 15 131 NOT USED 14 133 15 107 16 130 17 ? 108 I8 122 I9 113 20 123 21 124 22 125 23 127- 24 109 2:: 137 26 116 21 III 28 II-7 29 I16 30 I I8 31 32 115 33 III 34 130 35 - 43 128 (E) 44 141 (E) 45 143 (E) 46. 142 47 137_ 48 137 (E) 41 140 50 112 51 112 (E) 52 144 53 - 54 55 I50 -102 56 I50 -103 51 150 -105 58 140 -102 59 130 -103 60 180 -105 NOT USED NOT USED NOT USED SIZE (E) 32' -0" x 10' -0 THK. MAT'L MET. TYPE DOOR SCHEDULE FRAME STL. DETAIL HEAD/ JAMB SIM. SILL 4' -0" x 7' -0" ALUM. A ALUM. 20/A -6.0 14' -O" x 7' -0" ALUM. A ALUM. 20/A -6.0' 3' -6" x : 7' -O" 1 3/4" HM. HM.:, 34 /A-6.0 SIM. 33 /A-6.0 5I M. 3' -6" x 7' -0 1 3/4" HM. HM. 34 /A-&0 51M. 33 /A-6.0 SIM. 6' -O" x 7' -0" 3' -0 x 1'-O" 3' -0" x 7' -0" (E) 5' -6" x 7' -O" 1 3/4" 1 3/4" MET. MET. MET. HM. H C STL. HM. HM. HM. 35/A -6.0 55/A -6.0 54/A -6.0' 54/A -6.0 - (E) 4' -0 x 4' -O (E) 1' -S" x 8' -O" HM. MET. STL. STL. (E) 7' -3" x 81-0" 5' -0" x 1' -O "' 2' -C" x 7' -0" 1 3/4" I J 0/411 MET. HM. I IM. STL. HM. I IM.- 52/A -6.0 34 /A -C.0 33/A -6.0 3' -O" x 7' -O" COOLER DR. PR. 3' -O" x 7' -O "` 1 3/4" HM. HM. 34/A -6.0 VIN 3' -0" x 7' -0" 3/4" HM. C HM. 54/A -6.0 PR. 2' -6" x 7' -O VIN 3' -0" x 7' -0" 3/4" HM. D' HM. 34/A -6.0 3' -0" x' 7' -O 3/4" HM. K HM. 34/A -6.0 3' -0" .; x 7'_O ".....' 3/4" HM. K HM. 34/A -6.0 3' -0" x 7' -0" 1 3/4" HM. HM. 34/A -6.0 31-0" x 7'_O" 3'0 "x7'0" COOLER DR.' 1 3/4" HM. MET. I I HM. C,TL.: 34/A -6.0 COOLER DR. COOLER DR. COOLER DR. FREEZER DR. NOT USED PR." 3' -O" : x 7' -O" VIN PR. 2' -6" x 1-0" COOLER DR. VIN. NOT USED 3' -O" x 1' -O 1 3/4" HM. HM. 34/A -6.0 (E) PR. 3' -O" x - 7 (E) PR. 3' -O" x 1'-0" (E) PR. 3' -0" x 7' -0" C 0" x10' 0" 0'i` NM. HM. HM. POET. 11 HM. HM. HM. STL. 8'1 x10'0" MET. STL. 3' -0 x 7' -0 3' -0" x 7' -O" HM. HM. 26 A -b O 26 /A -6.0 28/A -6.0 21/A C.0 28 /A -6.0' 21/A C.0 36/A -6.0 36/A -6.0 3' -O" x 7' -0" 56 /A -6.0`" 36/A-6.0 (E) 34' -8" x 12' -8 ".. MTL. STL. NOT USED NOT USED 5' -0 x 7' -O" COOLER DR.: VIN 5' -0' . ' 7' -01 3/4 ", HM. H 54/A -6.0 3' -0" x 7' -0 3' -0 x11-0" 1 3/4" VIN MET. HM. 34/A -6.0 3' -O" x 11-0" 1 3/4" HM. D HM. 34/A -6.0 61 62 63 64 65 66 61 68 130 -104 130 -103 130 -103 110 -000 110 -000 120 -000 120 -000 3'_0" x 1'-0" 6' -6" x 3' -S" OPNG. 6' -0" x 3' -S" OPNG. NOT USED 12' -O" x 8' -0" OPNG. 3' -0" x 7' -0" a' -4" x 8' -0" OPNG. 3' -0 x 1 -0" 5/4" HM. STL.' STL. HM. STL. STL. 34/A -6.0 -1ARD- WARE SET PAINT F.F. F.F. PAINT PAINT PAINT PAINT PAINT FIRE RATING (MI N.) (E) REMARKS (SEE BOOR SCHEDULE NOTES) PAINT 1, 21 7,21 q, 26, 'T, 2I i, 21 34 U (E) PANIC HARDWARE- V.I.F. (E) TRASH BIN ACCESS DOOR 54 n (E) ROLL -UP DOOR (E) ROLL -UP DOOR 33, 34, 38, 46 F.F. F.F. PAINT F.F. PAINT PAINT PAINT ?, 21 NOT USED 1, 8, 18, 21, NO LOUVERS 13 REFER TO REFRIGERATION DI/465.: PAINT PAINT TRAFFIC DOOR 1, 21 TRAFFIC DOOR 1,21,36 1, 12, 21, 25, 29, 32, 47 -7, 12, 21, 25, 29, 32, 41 7,21,36 ROOM NO. 101 102 103 104 105 106 101 108 I0c1 110 111 112 113 114 ENTRY #I ENTRY #2 NOT USED NOT USED NOT USED CHECK STAND AREA OFFICE PRODUCE SALES SALES SEAFOOD SALES MEAT COUNTER FLOOR G. G.T. C.T. GAR TILE SEAFOOD COUNTER MEAT _ PREP. SEAFOOD PREP. Q.T. Q.TJC.T. Q.T. /C.T. Q.T. Q.T. Q.T. Q.T. ROOM BASE 115 1, 21 , NOT USED 13 -REFER TO REFRIGERATION DINGS. 13 -REFER TO REFRIGERATION DINGS. 13 -REFER TO REFRIGERATION DINGS. F.F. F.F. F.F. F.F. 5 -REFER TO REFRIGERATION DINGS. 116 111 118 IIa 120 121 122 125 124 125 126 127 128 MEAT SALES MEAT COOLER FISH COOLER GROCERY /SEAFOOD/MEAT FREEZER NOT USED NOT USED NOT USED HALLWAY #I WOMEN'S LOCKER WOMEN'S TOILET MEN'S TOILET HALLWAY #2 MEN'S LOCKER JANITOR Q.T./CT CONC. CONC. CONC. Q.T. Q.T. Q.T. Q.T. Q.T. Q.T. Q.T. MAT'L G.T. C.T. C.T. RUB` Q.T. G.T. Q.T. G.T. Q.T. Q.T. GO/ Q.T. GON Q.T. GOT.Q.T. DET. FINISH SCHEDULE MAR MAR MAR GONG. Q.T. Q.T. Q.T. Q.T. `. Q.T. Q.T. Q.T. 121 PRODUCE PREP. CONC. GONG. MAR MAR 55 65. 65. 65. F.F. 15 -REFER TO REFRIGERATION DINGS. 130 PRODUCE COOLER CONC. GONG. MAR MAR MAR MAR MAR N.I.C. 65. 65. MAR MAR 65. MAR MAR MAR MAR MAR 65. MAR MAR MAR 65. N.I.C. 65. MAR MAR MAR 65. MAR MAR MAR MAR N.I.C. MAR MAR MAR MAR MAR CEILING A.T. A.T. A.T. A.T. REMARKS (SEE ROOM FINISH SCHEDULE NOTES) F. OEILIG TRIM A.T. A.T. A.T. A.T. 65. A.T. NHDEL 3, 4, 24 F.F. F.F. F.F. 22 23, 26 SSE SEE . F. SGE. F.F. See SGE. FGE. 151 SHIPPING $ RECEIVING GONG. AD. GR8. PLY. F.F. TRAFFIC DOOR. 132 WAREHOUSE GONG IN D. CRS. PLY. F.F. F.F. TRAFFIC DOOR 13 -REFER TO REFRIGERATION DINGS. I33 134 135 ELECTRICAL ROOM NOT USED NOT USED PAINT 136 137 I38 139 rr (E) F.F. PAINT F.F. PAINT PAINT (E) 1, 2C, 33, 38, 46 , 2C, 58, 40 CASED' OPENING CASED OPENING (E) ROLL -UP- DOOR`' TRAFFIC DOOR NOT USED NOT USED 140 4 142 143 144 PRODUCE: DRY STORAGE CORRIDOR HALLWAY #5 ELECTRICAL ROOM UTILITY ROOM STAIR` STAIR #2 STAIR #3 LOADING DOCK (E) CONC. CONC. CONC. (E) (E) (E) (E) (E) (E) AD. GRB. GONG. GONG.: (E) (E) (E) (E) (E) (E) MAR (E) (E) (E) (E) (E) (E) PLY. 65. (E) (E) (E) (E) PLY. 65. PLY. 65. (E) MAR (E) (E) (E) (E) (E) 65. (E) (E) (E) (E) (E) (E) 65. A.T. (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) FOR CODECOMPLIANC APPROVED 10 City of Tukwila DIVISION F.F. F.F. SGE. 1, 12, 21,'25, 29, 52 TRAFFIC DOOR 21, -48 7, 8, 18, 21, NO LOUVERS ROOM FINISH SCHEDULE NOTES PAINT 1, 12, 21, 25, 2ci, 32 F.F. ROLL -UP SECURITY GRILL F.F. ROLL -UP SECURITY GRILL: STL. ALUM. STL. ALUM. STL. ALUM. F.F. ROLL -UP SECURITY GRILL STL. ALUM. 20/A -6.0 F.F. F.F. ROLL -UP SECURITY GRILL 20/A -6.0 F.F. ABBREVIATIONS I. EXTERIOR SWINGING DOORS - LOCKING HARDWARE SHALL BE OPERATED 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." 5. 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 . .B.O., FIRE DEPARTMENT AND 2006 IBC STANDARD REQUIREMENTS FOR DOOR AND SIDE LITE BREAK AWAY HARDWARE. SEE SPECS.(I.G.B.O NOS. 3929 1812, 1.0.5.0 ES 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 GASKET%D DOOR ASSEMBLY. 10. PROVIDE ASTRAGAL II. PROVIDE WEATHER STRIPPING AT HEAD, JAMB AND SILL. 12. UNDERCUT DOOR 15. COOLER 4 FREEZER DOORS ARE TO BE FURNISHED $ 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. 11. MANUFACTURER / SUPPLIER TO PROVIDE ALL NECESSARY HARDWARE. IS. PROVIDE POSITIVE KEY- LOCKING CYLINDER LOCKS AS PER SPECS. I9. 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 I5 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 4 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 4 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 I 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 AMENDMENTSA 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 I/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 1 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 2a. DOORWAYS AND GATES' WITH TURNSTILES SHALL BE MINIMUM 52" CLEAR WIDTH, 2006 IBC - TYPICAL 30. EXIT ILLUMINATION SHALL BE PROVIDED FROM SEPARATE CIRCUITS OF SOURCES OF POWER AS REQUIRED BY 2006 IBC 31. GLASS AND GLAZING AT LOCATIONS SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH 2006 IBC INCLUDING WASHINGTON STATE AMENDMENTS 1 52. PROVIDE 10" HIGH STAINLESS STEEL KICK PLATE ON BOTH SIDES OF DOOR LEAF. 33. PROVIDE LOCKING DEVICE FOR ROLL -UP DOOR PER SPECIFICATION. 34. PROVIDE AIR CURTAIN. 35. PROVIDE SIGN STATING "NO FLOOR BEYOND THIS" DOOR AND "NOT AN EXIT 36. PROVIDE I8 X 22" METAL LOUVER. 31. PROVIDE 4" x 4" X 1/4" STEEL SILL ANGLE W/ LEG DOWN. FASTEN WITH 1/4" x LAG BOLTS AT 16" 0.0 38. VERIFY DOOR AND ROUGH OPENING DIMENSIONS WITH DOOR SUPPLIER. 39. 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 ". 43. PROVIDE FLOOR / WALL MOUNTED DOOR STOP AS OCCURS, SEE FLOOR PLAN. 44. PROVIDE VISION PANEL, SEE DOOR TYPES..` 45.'DOO / WINDOW FRAME $ FINIS H SHALL MATCH EXISTING. STOREFRONT FRAME $ 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 :IN T H THE BUILDING FIRE ALARM SYSTEM. 41. PROVIDE LEVER AND DEAD BOLT WITH OCCUPIED SIGN. 48. PROVIDE DEAD SOLT AND KEYPAD LEVER DOOR LOCK. (C TO SUPPLI' AND INSTALL I /CLOCKS C.CCTION. BOTH A.T. . ACOUSTICAL TILE ON SUSPENDED 2'X4'GRID T -BAR SYSTEM ALUM. ALUMINUM STOREFRONT. AL. PL. ALUMINUM PLATE CAR. CARPET TILE GEM. CEMENT G.S. CLEAR SEALER G.L. CHAIN LINK CONC. CONCRETE C.T. : CERAMIC TILE E.G. EXPOSED CONSTRUCTION E. ENAMEL PAINT (E) EXISTING E.M EXPOSED MASONRY F. FLAT PAINT. F.F. FACTORY FINISHES FGE. FULL GLOSS ENAMEL PAINT. F.R.P. FIBERGLASS` REINFORCED PANELS GB. 5/8" GYPSUM WALLBOARD. GBX. 5/8" TYPE 'X' GYPSUM WALLBOARD. GLASS HARDWARE CLOTH GL. H.0 H.W.M HEAVY GAGE WIRE MESH CLOTH OVER 2X4 STUDS 024 "0.0 MAR. MARLITE PANEL M.C.B METAL COVE BASE MET. METAL N.I.0 NOT IN CONTRACT PLY. PLYWOOD -I/2" THK U.N.0 5/8" THK. SUBFL00RING RUB. RUBBER RTR. RUBBER TREAD AND RISER. Q.T. QUARRY TILE 56E. SEMI- GLOSS ENAMEL PAINT. 5 STAIN S.P. SMOOTH PLASTER 5.5. STAINLESS STEEL S.V. SHEET VINYL FLOORING. U.N.0 UNLESS NOTED OTHERWISE V VARIES V.C.T VINYL COMPOSITION TILE VIN VINYL (TRAFFIC DOORS) WED. WEDCON EPDXY (SEAMLESS EPDXY) WD. " WOOD W.M WIRE MESH I SEE INTERIOR ELEVATIONS, FOR ADDITIONAL TYP. INFORMATION. 2. REFER TO CEILING PLAN FOR CEILING HEIGHT VARIATIONS and SOFFIT DETAILS. 3. EXPOSED CONCRETE TO RECEIVE SEALER and DUSTPROOFER, A5 APPROVED BY THE LOCAL GOVERNING PUBLIC AGENCY. 4. COOLER / FREEZER PREFAB BOX (N.I.C). 5. COLUMNS IN MAIN SALES AREA WHERE EXPOSED TO PUBLIC VIEIAI TO BE COVERED A/ 24 GA. 5.5. COLUMN COVER UP TO 6' A.F.F. PAINTED EXF'OSED PORTION ABOVE. VERIFY COLOR WITH "SEAFOOD CITY" REP. PRIOR TO PROCEEDING. 6. ACOUSTICAL TILE PANELS TO HAVE FACTORY FINISH WASHABLE SURFACE. 1. PROVIDE RUBBER BASE AT ALL AREAS EXPOSED TO VIEIN. S. PROVIDE 2X FURRING WITH 5/8" GYPSUM BOARD OVER MASONRY INALLS U.N.0.. PROVIDE CLEAR LACQUER SEALER OVER F'LYINOOD WAINSCOT and WOOD BASE. F'LYINOOD INAINSCOT and INOOD BASE ON STUD WALLS and COOLER / FREEZER EXTERIOR WALLS 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. II. ROOM TO BE SEALED AIR TIGHT AS DIRECTED BY THE A/C. CONTRACTOR. 12. ALL UNF I NI SHED GYPSUM BOARD WALLS TO BE TAPED, SPACKLED and SANDED. 13. ALL UNFINISHED TYPE "X" GYP. BD. INALLS $ CEILINGS TO BE FIRE-TAPED, SPACKLED $ SANDED. 14. PREPARE WALLS TO RECEIVE INALL COVERING (PROVIDED 4 INSTALLED BY 'SEAFOOD Clisr U.N.0) SEE INTERIOR ELEVATIONS, GYP. BD.INALLS TO BE TAPED, SPACKLED and SANDED SMOOTHE. 15. NOT USED. 16 PROVIDE / INSTALL R-Ici FOIL FACED INSULATION f3ATT DIRECTLY ON TOP OF THE CEILING TILES and R-Icl FOIL FACED BATT INITHIN ALL STUD WALLS. A 24. ALL EXPOSED CONCRETE SLAB FLOORS IN THE INTERIOR OF MARKET SHALL SE FINISHED SMOOTH WITH A STEEL TROINEL AND SEALED WITH A COMMERCIAL GRADE SEALANT AND HARDENER. SEALER AND HARDENER TO APPROVED BY PUBLIC AGENCIES. 25. ALL EXTERIOR INALLS OF ROOMS IN WAREHOUSE TO BE PAINTED TO MATCH WAREHOUSE. 26. INSTALL BATT FOILED BACKED R-Ict INSULATION IN ALL WALLS FRO SOUND INSULATION. 11. INSTALL ALL WALL FINISHES OVER 6YP. BD. WALL, AND CEILINGS AT RESTROOMS $ LOCKERS. IS. INSTALL ALL WONDERBOARD AT INALL TO RECEIVE CERAMIC TILES. Icf. 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-I/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 INALL. METAL LATH NOT R.EQUIRED ON MASONRY INALLS. TEXTURED - PAINTED SEMI-GLOSS - "TYPICAL, UNLESS NOTED OTHERINISE. 22. ALL GYPSUM BOARD SHALL BE INATER RESISTANT. 23. FOR MARLITE FINISH and HEIGHT , REFER TO INTERIOR ELEVATION DRAWINGS. REFR TO INTERIOR ELEVATIONS FOR LOCATION OF ETCHED STAINLESS STEEL WALLS AT FISH AND MEAT SERVICE COUNTERS NOTE: PREPARE GYP. 5D. WALL AS REQUIRED TO RECEIVE PAINT AS NOTED ON THE INTERIOR ELEVATION DRAWINGS. OMIT PAINT WHERE THI5 CONDITION OCCURS. FIELD VERIFY. ALL FINISHES SHALL BE INSTALLED IN ACCORDANCE IAIITH CHAP. 5 OF THE BUILDING CODE. MAXIMUM FLAME SPREAD RATING FOR FOR OTHER EXITWAYS -CLASS II, $ FOR ROOMS OR ARF_AS-CLASS III. bto----o23 RECEIVED APR 0 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 H.D. & 2nd B.D. SUBMITTAL: 03-01-10 3rd B.D. SUBMITTAL: 03-24-10 Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 4305 GISTERED CHITECT ERBERT N. NADEL STATE OF WASHINGTON CONSULTAN 0 cc 0 (:)° laup-11,9 CC (41 (i)c) cc 0 0 / \/ A \AAA BBCHCLL DE A LOODMGGIMM.:r HM&IESSNDA F E T YAFET YNTETSP TS //A. A MENTS A A A A DATE JOB NO. SHEET NUMBER A-7.0 L N 7 N M March 29,2010 3. QUALITY ASSURANCE - PROGRAM FOR SPECIAL INSPECTION ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION REMARK CONCRETE B ON GRAD f c- _ 4500 PSI -- YES PRIOR TO POURING OF CONCRETE & DURING THE TAKING OF TEST SPECIMENS BOLTS IN CONCRETE ( A307 ) -- YES PRIOR TO AND DURING THE PLACEMENT OF CONC. AROUND BOLTS FIELD WELDING STRUCTURAL STEEL ELECTRODE= E-70xx) YES -- DURING THE WELDING REINFORCING STEEL (ELECTRODE= E -90xx) YES -- DURING THE WELDING EPDXY ITEMS YES ; -- DURING INSTALLATION GRADING, EXCAVATION EXCAVATION AND FILLING YES -- DURING EARTH -WORK 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 DOF 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 SPECIAL INSPECTION AND QUALITY ASSURANCE 1. SPECIAL INSPECTION PER 2006 I.B.C. CHAPTER 17 SECTION 1704= SPECIAL INSPECTION. SECTION 1707= SPECIAL INSPECTION FOR SEISMIC ` RESISTANCE. SECTION 1708= STRUCTURAL TESTING FOR SEISMIC RESISTANCE. SECTION 1705= STATEMENT OF SPECIAL INSPECTION. A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, & OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE - BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CURRENT BUILDING CODE. 2. SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK: AS MARKED) ) 2.1 STEEL CONSTRUCTION (TABLE 1704.3 AND SECTION 1704.3) MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, STRUCTURAL ' STEEL, WELD FILLER WELDING (SECTION 1704.3.1 AND TABLE 1704.3) STRUCTURAL STEEL REINFORCING " :STEEL DETAILS OF STEEL FRAMES (TABLE 1704.3) HIGH STRENGTH BOLTING SECTION 1704.3.3) MANUFACTURER'S CERTIFICATE OF COMPLIANCE VERIFICATION OF APPROVED " FABRICATOR BEARING AND BASE PLATE GROUTING NON - DESTRUCTIVE TESTING. 2.2 CONCRETE CONSTRUCTION TABLE 1704.4 AND SECTION 1704.4 ( 1704.4) MATERIALS REINFORCING STEEL PRESTRESSING STEEL WELDING REINFORCING STEEL BOLTS IN CONCRETE SHOTCRETE TCRETE AND PLACEMENT PRESTRESSED CONCRETE ERECTION OF PRECAST CONCRETE MEMBERS SLAB ON GRADE, EXCEPT NON- STRUCTURAL CONCRETE SLAB DESIGN MIX CO NCRETE CYLINDERS, SLUMP, AIR, TEMPERATURE CURING IN -SITU CONCRETE STRENGTH 2.3 MASONRY CONSTRUCTION ' (SECTION 1704.5) LEVEL 1 ` SPECIAL INSPECTIONS (TABLE 1704.5.1) LEVEL 2 SPECIAL INSPECTIONS (TABLE 1704.5.3) 2.4 WOOD CONSTRUCTION - (SECTION 1704.6) VERIFICATION OF APPROVED FABRICATOR OR PREFABRICATED WOOD STRUCTURAL ELEMENTS FABRICATION OF HIGH LOAD DIAPHRAGMS (SHEATHING, NAILING, FASTENING, FRAMING) 2.5 SOILS (SECTION 1704.7) SITE PREPARATION FILL PLACEMENT IN -PLACE DENSITY 2.6 SPECIAL EXCAVATION, GRADING AND FILLING 2.7 PILE FOUNDATIONS (SECTION 1704.8) 2.8 PIER FOUNDATIONS (SECTION 1704.9) 2.9.1 SPRAYED FIRE RESISTANT MATERIALS (SECTION 1704.10 ( 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. (A L L R O LLED STEEL SECTIONS AN D/ 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. MANUAL OF STEEL CONSTRUCTION, CONFORM TO AI SC MA , LATEST EDITION. B. MATERIALS: ASTM A 992 ASTM A 36 ASTM A 500, GRADE B ASTM ' A 53, ' GRADE B ASTM 'A 325 ASTM A 563 ASTM AF436 ASTM F1554 GRADE 36 ANCHOR BOLTS Fy = 50 KSI FOR I- SHAPES Fy 36 KSI ` FOR PLATES AND ANGLES Fy = 46 KSI FOR , STRUCTURAL TUBING Fy 35 KSI FOR PIPES TYPE 1, FOR FOR = HIGH STRENGTH BOLTS HEAW -HEX NUTS HARDENED STEEL WASHERS 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 IS REQUIRED. 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR MASONRY SHALL BE SHOP PAINTED AS SPECIFIED. ANY ABRASION SHALL BE ` TOUCHED -UP AFTER ERECTION. 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR > REVIEW PRIOR <TO START FABRICATION. FAB- O RICATION SHALL CONFORM TO A.I.S.C. SPECIF ICAT! N. 6. BOLTS SHALL C ONFORM TO ASTM A307 UNLESS OTHERWISE NOTED. 7. ALL STEEL ABRI ATIONS SHALL BE DONE IN A SHOP LI- CENSED C 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) . ALL JOIST SHALL BE OF THE TYPE, SIZE Sc 1 LL METAL `STUDS OR , 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 HILTI 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. THE SOIL ENGINEER PRIOR TO THE POURING OF CONCRETE, 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. E 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. A DISTANCE EQUAL 7. BOTTOM OF A COLUMN FOOTING WITHIN Q TO TRENCH FROM THE TRENCH MUST . BE AT THE SAME ELEVA- TION AS ' BOTTOM OF TRENCH. PROVIDE 16 X 16 CONCRETE PEDESTAL, POUR WITH FOOTING 4-#6 VERTICAL BARS WITH #3 TIES AT 12" O.C. 3 - #3 TIES AT 3" O.C. AT TOP. 8. BRIDGE CONTINUOUS FOOTING OVER TRENCH WITH 4 - #6 x '= " ARS °, ON TRENCH. 16 0 LONG BARS AT BOTTOM. CENTER BARS 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. N > 2. 'REINFORCEMENT :MARKED .'CONT1 CONTINUOUS MAY BE SPLICED BY LAPPING 64 BAR `' DIAMETERS IN MASONRY WITH A ? 24 INCH MINIMUM LAP EACH CASE. 3. MIN LAP : OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH, WHICHEVER IS GREATER. 4. DOWELS FROM FOOTINGS SHALL BE OF THE SAME SIZE AND SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, UNLESS ' NOTED OTHERWISE ON ` PLANS. 5. PROVIDE SPACER BARS, SPREADERS, - CHAIRS, BLOCKS, ETC., AS REQUIRED ` TO SECURELY . HOLD STEEL IN PLACE. 6. REINFORCING BARS CONFORMING TO ASTM A706 SHALL BE USED ` FOR REBARS REQUIRING WELDING AND ALL GRADE BEAM REINFORCING CONCRETE 1. PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM SPECIFICATION C150 AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM SPECIFICATION C33, WITH PROVEN SHRINKAGE CHARACTERISTICS 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: ABBREVIATIONS ABV. B. BEL B.O.F. B.S. E.S. E.W. F.O.S. F.O.SH. O.C. T. T &B T.O.F. T.O.M. T.O.P. T.O.D. T.O.S. T.O.SH. T.O.ST. V.I.F.: ABOVE BOTTOM BELOW BOTTOM OF FOOTING BOTH SIDES EACH SIDE EACH WAY FACE OF STUD FACE OF SHEATHING ON CENTER TOP TOP AND BOTTOM TOP OF FOOTING TOP OF MASONRY TOP OF PARAPET TOP OF DECK TOP OF SLAB TOP OF SHEATHING TOP OF STEEL VERIFY IN FIELD CODE' 2007 IBC GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITEC T SHALL BE NOTIFIED OF ANY DISCREPANCES OR ' INCONSISTENCIES. 2. DO NOT SCAL E' THE DRAWINGS. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS. 4. ALL WORK SH A LL CONFORM TO, THE MINIMUN STANDARDS OF THE - FOLLOWING CODES: 1 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 ARCHITECT U RAL DRAWINGS ` FOR THE FOLLOWING: SEE SIZE AND LOCATION OF DOORS AND WINDOW OPENINGS. '. T SIZES AND LOCATIONS OF INTERIOR AND EXTERIOR NON - BEARING PARTITIONS. DRAINS, AND LOCATIONS OF CONCRETE CURBS, FLOOR , SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. FLOOR AND ROOF FINISHES. STAIR FRAMING AND DETAILS. U 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, SLABS. CONCRETE INSERTS ' FOR ELECTRICAL, 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 City of Tukwila 10. STRUCTURAL C ATOBS RSN D CODES NOTED SHALL BE THE LATEST. OUTLETS IN WALLS AND MECHANICAL OR REVIE WED FQt3 CODE COMPLIANCE APPROVED APR09 2010 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 f1% AIR: IN ALL TO WEATHER. 6. FOR SLAB ON GRADE, THE MINIMUM CEMENT SHALL BE BASED ON THE MAXIMUM SIZE OF AS FOLLOWS: ENTRAINMENT CONCRETE EXPOSED CONTENT AGGREGATE 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. 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 FOUND, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IN M ED IATELLY. 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. ARE DESIGN LOADS A. WIND DESIGN DATA 1. BASIC WIND SPEED (3 SECOND GUST) 2. WIND IMPORTANCE FACTOR ' I 3. WIND EXPOSURE 4. OCCUPANCY CATEGORY II 5. DETERMINATION OF WIND LOAD USE METHOD I SIMPLIFIED PROCEDURE PER CHAPTER 6 OF ASCE 7 -05 (ROOF HEIGHTS EQUAL OR LESS THAN 60') = 85 MPH 1. B. EARTHQUAKE UAKE - DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR 1 E = 1 0 SEISMIC USE GROUP 11 2. MAPPED SPECTRAL RESPONSE ACCELERATION .' 3. SITE CLASS Ss =1.438 = 0.493 4. SPECTRAL RESPONSE COEFFICIENTS Sin= 0.959 S4= 0.495 5. SEISMIC DESIGN CATEGORY D 6. BASIC SEISMIC FORCE RESISTING SYSTEM: SPECIAL STEEL CONCENTRICAL BRACED FRAMES 1 7. DESIGN BASE SHEAR 8. SEISMIC RESPONSE COEFFICIENTS C 9. DESIGN COEFFICIENTS AND FACTORS = Cs W 0.1598 R =6 n 2 Ca -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. (o.o4 RECEIVED APR 012010 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. 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 Q J 0 co CA E~ w U al- n F • .5 c „ '. 0 ¢7 0 v', O J u 0 REVISIONS: BLDMMG.& EY 1 COMMENTS 0 0 DATE JOB NO. C C 00-00-00 09293 c SHEET NUMBER STO H.D. SUBMITTAL: 01 -04 -10 S.D. SUBMITTAL: 01- 21 -10. 2nd H.D. SUBMITTAL: 02 -00 -10 ( ) (E)6"THK. STRUCTURAL SLAB ® #4 'U' SHAPE DOWEL TO SLAB © 24" O.C. 03 24" DIA. FTG. 0 3/4" DIA. x 4" LG. H.S.A ® #4 'U' SHAPE DOWEL TO SLAB © 24 "O.C. © 3/8" x 28" DIA. PLATE W/ HOLE 0 PIPE SEE ARCH'L. ® FOR FINISH SEE ARCH'L. (1) FISH / MEAT DISPLAY MERCHANDISER / COUNTER BY TENANT ® SHIM / SPACER AS REQ'D ® FOR FINISH SEE ARCH'L. ® L4x4x12GA. ANGLE ©32 "O.C. _ SEE DETAIL 10 U METAL STUD CO 16 "O.C. SEE DETAIL 2/- ® #4 CONT. T &B O3 #3 @8"0.C. ® L4x4x12GA. ANGLE ©32 "0.C. SEE DETAIL 10/- 05 FINISH PER ARCH'L ® (E)6"THK. STRUCTURAL SLAB EAT PRE 1 fi =AT , AC,EN T good (J METAL STUD © 16" O.C. TYP. "U.N.O. ® 16GA. UNPUNCHED CONT. TRACK 03 PUNCHED 'C' STUD HEADER SEE SCHEDULE ® DOUBLE STUD PUNCHED JAMB 05 'C' STUD HEADER ® L1 1/4x1 1/4x14GA. © 4" O.C. 0 L1 1/4x1 1/4x14GA. x STUD DEPTH 2" DIA. NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L. PIPE GU CONC. CURB 0 FISH NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L HEADER SCHEDULE OPENING WIDTH MINIMUM HEADER SIZE, UP TO 6' -O" 4" 18GA. 6' -1" TO 8' -O" 6" - 18GA. 8' -1" TO 10' -O" 6" - 16GA. OVER 10' -O" SEE PLANS NOTE: ALTERNATIVELY, USE #8 SCREWS AT ALL CONNECTIONS SPAN CEILING JOIST SIZES REMARK 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. CEILING JOIST SIZES FOR CEILING ONLY. SIZES WILL VARY WHERE PLATFORM OCCURS U BOTTOM - OF STRUCTURE ABV. ® BRACING © 4' -0" 0 C STAGGER WHEN POSSIBLE O3 1 1/4" FLANGES CONT. TRACK (GAGE TO MATCH C METAL STUD GAGE) ® METAL STUD @ 16" O.C. U.N.O. SEE PLAN FOR SIZE 05 SEE ARCH'L FOR FINISH ®_ CONT. TRACK 1 1/4" FLANGE (GA. TO MATCH STUD GA.) ® CONC. SLAB, SEE PLAN FOR BASE & REINF. ® HILT. PNEUMATIC SHOT PIN .145 DIA ©16 "0.C. 1" EMBED ICC -ESR -1663 SLIPTRACK -2 - #8 SCREWS ®24 "O.C. ". CLR SPACE CEILING LINE - I VCT AS OCCURS ! (MAIN SALES) FOR FINISH SEE ARCH'L. CERAMIC TILE (WET ARES & PRODUCE SALES) FOR FINISH SEE ARCH'L. (E) 6" STRUCT. SLAB V.I.F. FLOOR FINISHES AT TRANSITION TO BE FLUSH METAL `STUD' © 16 "O.C. SEE DETAIL 2/- WHERE OCCURS ( 2D 1 /2"THK. PLYWOOD ; W/ #10 SCREWS ©6 ",1'2 "O.C. 3x WOOD SILL PL W/ 1/4 "0 SDS SCREWS ©12 "O.C. ® 2x WOOS SILL PL W/ 2 -16d ©8 "O.C. 05 2x WOOS SILL PL W/ SHOT PINS ©8 "O.C.. 16GA. MTL. BLK'G 70 (E)6 "THK. STRUCTURAL SLAB ® 16GA TRACK W/ SHOT PIN Wir © 12" O.C. O1 METAL STUD © 16 "0.C. SEE DETAIL 2/- WHERE OCCURS () #4 CONT. T &B 48" A.F.F ,-i ® L4x4x12GA. ANGLE ©32"0.C. SEE DETAIL 10/ ® FINISH PER ARCH'L 06 (• E)6"THK. STRUCTURAL SLAE O INSULATED COOLER WALL BY OTHERS ) 16 GA UNPUNCHED SLIP TRACK (2 1/2" F GES) W/ 1 1/4" x1/4" VERT SLOTS IN EA. FLANGES CAD 1 " O.C. , ) BRIDGING © 6' -0" 0.C. MAX. TYPICAL HEADER OR SILL CONN. TO STUD Vfl NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L NOTE: DETAILS IS SIMILAR WHERE TS COLUMN OCCURS TYP. ALTERNATEVELY, USE #8 SCREWS AT ALL CONNECTIONS JAMB SECTION Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com HEIGHT ICBO #ER -4943P REMARK BTN. SUPPORT INTERIOR METAL STUD SIZE & SPAC'G 0 TO `15' -O" 1 1/4x 3 5/8x 20 GA. © 16" O.C. 15' -1 " TO 23' -O" 1 1 /4x 6 "x 20 ' GA. ©16" 0.C. 23' -1" TO 26' -O" 1 1/4x 6 "x 18 GA. ©16 " 0.C. BRACING SIZE SCREWS LENGTH 6' OR UNDER 1 1/4 "x`3 5/8 "x 20 GA. 3 - #10 EA. END 6' -1 " TO 1 2' 1 1 /4 "x 4"x 20GA. ' 3 -# 10 EA. END 12' -1 '' TO 16' 1 1 /4 "x ' 6"x 20 GA. 3 -# 10 EA. END FINISH FLOOR TRANSITION 0 METAL STUD © 16 "O.C. SEE DETAIL 2/- WHERE' OCCURS ® 1 /2"THK. PLYWOOD W/ #10 SCREWS ©6 ",12 "O.C. 30 3x WOOD SILL PL W/ 1/4 "o' SDS SCREWS ©12 "O.C. ® FINISH PER ARCH'L 50 (E)6"THK. STRUCTURAL SLAB SLOPE T DRAIN s INSULATED FREEZER WALL BY OTHERS ®_ SEALANT BOTH SIDES OF WALL 03 #4 CONT. REBAR T &B O (E)6"THK. STRUCTURAL SLAB ® 3 -PLY HOT MOPPED W.P. MEMBRANE ® RIGID INSULATION FINISH, SEE ARCH'L. ® #3 ©8 "0.C. 10 L4x4x12GA. ANGLE ©32 "O.C.' SEE DETAIL 10/- 11 3/8"THK. NON-SUP STEEL PL ADJACENT OOM =REF-Z6 NTERIO': 0 METAL STUD CO "0.C. SEE DETAIL 2/- WHERE OCCURS ® #4 CONT. T &B 03 #3 08 "O.C. ® L4x4x12GA. ANGLE ©32 "0.C. SEE DETAIL 10/- 05 FINISH PER ARCH'L ® (E)rTHK. STRUCTURAL SLAB METAL STUD © 16" 0.C. TYP U.N.O. CUT AND BEND TRACK TYP • DOWELS SEE 5/S1.0 ® UTILITY PIPES OR CONDUITS. VERIFY W/ ELECT'L, MECH'L & PLUMB'G DWGS. 03 SEE 5/S1.0 • EXIST'G .SLAB 05 SEE 5/S1.0 4' -0 "' MAX. SAWCUT EXIST'G SLAB FOR NEW UTILfrY LINE & REPLACE SEE 5/01.0 & 5/S1.0 NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L. FOR DIMENSIONS AND ANGEL SEE ARCH'L. USE 2 - #10_ METAL SCREWS, EA. SIDE OF STUD TILE BASE ` AT STUD WALL FREEZER PREP AREA WALL ON CONC. CURB TYP. BLOCKING AT METAL STUD FREEZER WALL DOOR BY OTHERS ® #4 CONT. REBAR T &B O (E)6"THK. STRUCTURAL SLAB © 3 -PLY HOT MOPPED W.P. MEMBRANE 07 RIGID INSULATION ® INSULATED COOLER WALL BY OTHERS ® #4 CONT. T &B 03 #3 ©8 "O.C. ® L4x4x12GA. ANGLE ©32 "0.C. SEE DETAIL 10/- 0 FINISH PER ARCH'L ® (E)6"THK. STRUCTURAL SLAB O (E)6"THK. STRUCTURAL SLAB ® #4 CONT. T &B ® #3 ©8 "O.C. ® L4x4x12GA. ANGLE ©32 "O.C. SEE DETAIL ® NEW CONC. CURB FOrr( . COOLER OR FREEZER SEE- ARCH'L FOR 'CONFIGURATIONS $ ADJACENT R,OOM 10 L4x4x12GA. ANGLE ©32 "O.C. SEE DETAIL 10/- 11 3 /8"THK. NON -SLIP STEEL PL. -0 INTERIOR OOLER FOR DIMENSIONS AND J. Room ANGEL SEE ARCH'L As ocaRs NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L PLAN VIEW A- NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L FREEZER SELF LEVELING CONT. SEE ARCH'L ® LINE OF FIN. FLOOR 03 QUARRTY TILE (SERVICE PREP AREA), (FISH /MEAT /PRODUCE AREA) SEE ARCH'L. FLOOR FINISHES AT TRANSITION TO BE FLUSH FLOOR O INSULATED COOLER. WALL BY OTHERS ® #• 4 CONT. T &B 03 #• 3 ©8 "O.C. ® L4x4x12GA. ANGLE ©32 "0.C. SEE DETAIL 10/- 05 FINISH PER ARCH'L FLOOR FINISHES AT TRANSITION TO BE FLUSH D AGENT NOTE: FOR DIMENSIONS AND ANGEL. SEE ARCH'L. TO VRAIN FINISH FLOOR 0 PIPEGUARD WHERE OCCURS SEE FLOOR PLAN SEE 25/- ® FOR FINISH SEE ARCH'L 30 METAL STUD © 16 "O.C. SEE DETAIL 2/- TRANSITION PREP / SALES AREA 2" x 2" x 1/8" STRUCTURAL GRADE ALUMINUM ANGLE, CLEAR ANODIZED. FASTEN TO WALL W/ 3/8" " D. ALUM. WOOD SCREWS (CLEAR ANODIZED) 2' -0" O.C. STAGGERED and COUNTERSINKL HEADS. STOCK AREA 3" x 3" x 1/4" STEEL ANGLE, FLOOR TO 4' -0" A.F.F. SECURE W/ 1/4" DIA. LAG SCREWS © 12" 0.C. STAGGERED PAINT ALL EXPOSED STEEL GREY. 0 METAL STUD © 16 "0.C. SEE DETAIL 2/- WHERE OCCURS ® #4 CONT. T &B O #3 ©8 "O.C. ® L4x2x12GA. ANGLE ©32 "0.C. SEE DETAIL 10/- ® FINISH PER ARCH'L 30- ® (E)6"THK. STRUCTURAL SLAB REVISIONS: DATE 00.00.00 NOTE: FOR DIMENSIONS AND ANGEL SEE ARCH'L I11 JOB NO. 09293 SHEET NUMBER CORNER CONCRETE BASE CO STUD WALL 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 O CHANNEL MOLDING ® ACOUSTICAL PANEL SUSP CLG. SEE ARCH'L 0 MAIN TEE BAR SEE ARCH'L • GYP. BOARD SEE ARCH'L. ® CROSS TEE BAR SEE ARCH'L. ® TRANSITION CLIP PER MFG. SPEC. 0 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L ® 1 5 /8x6x18GA METAL STUD 0. 16" O.C. WHERE OCCURS SEE PLAN NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- UOER(E)MTLDCK 0 HANGING CEILING SUPPORT BY MANUF. O3 HLITI CC27XALH32 ©16 "O.C. FOR CONC. TOPPING OVER MTL. DECK HLITI CC27XALH27 ©16 "O.C. FOR CONC. PLANK c L2x2x14GA.x16" WITH HILTI XALH32 01 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. ® CHANNEL MOLDING ® CROSS TEE BAR SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L ® GYP. BOARD SEE ARCH'L. NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19f- ) (E) MTh DECK W/ CONC. TOPPING ® (N)`L4x4x1 /4 (N) L3x3x1/4 0 (N) 1/2" ALL THREADED ROD W/ EPDXY 0 (N) 3/8" THREADED ROD TYP (N) P1000 UNISTRUT CHANNEL SEE PLAN O CLG. LINE SEE ARCH'L. 3 /32 "DIA. AIRCRAFT CABLE EA CORNER HANGING POINT OF CLG. CABANA (SEE ARCH'L.) 09 3 /8 "DIA., STEEL EYE THREADED THRU ROD W/ WASHER © FOR FINISH SEE ARCH'L. U (E) MTL DECK W/ CONC. TOPPING 0 20GA` HUNG STUDS © 16" O.C. (U.N.O.) SEE ARCH'L FOR SIZE ® SUSPENDED CEILING SEE ARCH'L 0 16GA. METAL TRACK BLK'G (4) CEILING ® 6 "X 20GA. METAL STUD BRACE ® 48" 0.C. W/ 4 - #10 METAL SCREWS EA END`' ®6 PROVIDE 6 "x16GA. CONT BRIDGING W/ 2 - #10 METAL SCREWS WHEN BRACE IS MORE THAN 8' -0" ` IN LENGTH NOTE: SEE ARCHL FOR BOTTOM OF HUNG WALL FINISH AND /OR CONNECTION 0 ARMSTRONG DRYWALL GRID SYSTEM MAIN BEAM 0 ARMSTRONG `DRYWALL GRID SYSTEM RADIUS CLIP ARMSTRONG DRYWALL GRID SYSTEM CROSS TEE BM. OR TRUSS SUPPORT Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 C6x8.2 www.nadelarc.com 3/16 NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) r.r+ .„ r=^=,., F, SEE ARCH'L. NOTE: - DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) 012GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L. ® CEILING` SEE ARCH'L ® CURVED MAIN TEE BAR SEE ARCH'L. O MAIN TEE BAR SEE 'ARCH'L. ® FLEXIBLE DRYWALL TRIM PER MFG. SPEC. I`6 L -BEAD MOLDING PER MFG. SPEC. ® ATTACHE ` WITH SCREW OR TRANS CLIP ® #10 SCREW TYP NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL. BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) C6x8.2 1 1/2" > 3/ 16" NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- OPENING WIDTH SUPPORT UP TO 2' -O" L2x2x1 /4 2' -1" TO 4' -O" L3x3x1 /4 4' -O" TO 6' -O" L4x4x1/4 6' -1" TO 8' -O" C6x8.2 OVER 8' -O" SEE PLAN NOTE: VERIFY THE SIZE AND LOCATION OF OPENINGS WITH MECHANICAL MANUFACTURER AND MECHANICAL CONTRACTOR MTh ARMSTRONG CEILING SYSTEM CEILING MAIN CROSS MAIN 'T' SEISMIC BRACING SYSTEM 'T' 'T' HANG WIRE SEE DET. 9 /ST2 DRYWALL #8 WIRE ® 4 - #12 WIRE (45deg) HD8906 XL8945P , " ®8 -0 O.C. W/ COMP. STRUT CLG. FLAT 4 -0 O.C. ( *) 4'-0" FROM PERIMETER OF CLG. DRYWALL 4 - #12 WIRE (45deg) CLG. #8 WIRE HD8906F08 XL8945P " ®8' -O" O.C. W/ . COMP. STRUT CURVED 4 - ( *)O.C. 4' -0" FROM PERIMETER OF CLG.. T -BAR PRELUDE PRELUDE 12 WIRE CAD 4 - #12 WIRE (45deg) CEILING SYS HEAVY SYS HEAVY " ®12 -0 O.C. W/ COMP. STRUT DUTY DUTY 6 - 0 *,O.C. 6' -O" FROM PERIMETER OF CLG. NOTE:. 1. ALL MAIN 'T' & CROSS 'T' CALL OUT ARE HEAVY DUTY FOR SEISMIC D.E.F. 2. FOR COMPRESSION STURTS: a. UP TO 8' -0" USE 1 3/8" _ 25GA. MTL STUD ® 12' -0" O.C. b. 8' -0" TO 10' -0" USE 2 -1 5/8" 25GA. MTL. STUD ® 12' -0" O.C. FASTENED BACK TO BACK AT EA. SIDE OF MAIN RUNNER, TYP. c. 10' -0" TO 15' -0" USE 2 -2 1 /2" 25GA. MTL STUD 0 12' -0 "' O.C. FASTENED SAME AS NOTE 'b' ABOVE. d. ALTERNATE: UP TO 5' -0" USE 3/4" DIA. EMT CONDUIT. ( *) FIRST VERT. HANGING WIRE SHOULD BE 8" FROM PERIMETER OF CEILING / SUSPENDING CEILING NOTES O CHANNEL MOLDING 0 ACOUSTICAL PANEL SUSP CLG. SEE ARCH'L. 30 MAIN TEE BAR SEE ARCH'L. ® GYP. BOARD SEE ARCH'L. ® CROSS TEE BAR SEE ARCH'L. © TRANSITION CLIP PER MFG. SPEC. 012GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L 08 1 5/8x6x18GA METAL STUD ® 16" O.C. WHERE OCCURS SEE PLAN NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- 1 12GA. ROR T -BAR, 8GA FOR O DRYWALL HANGER WIRE PER MFG. SPEC. SEE ARCH'L ® GYP. BOARD SEE ARCH'L. (OR T -BAR CEILING SEE ARCH'L.) ® MAIN TEE BAR SEE ARCH'L. O CROSS TEE BAR SEE ARCH'L. ® MAIN TEE SPLICE PER MFG. SPEC. © 12GA HANGER WIRE 45 (TYP) CO 12' -0" 0.C. FOR T -BAR & 8' -0" 0.C. FOR DRYWALL CEILING SEE DET. 33/- O VERT. COMPRESSION STRUT SEE 33/- NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- 0 CHANNEL MOLDING 2® ACOUSTICAL PANEL SUSP CLG. SEE ARCH'L. ® MAIN TEE BAR SEE ARCH'L. GYP. BOARD SEE ARCH'L ® CROSS TEE BAR SEE ARCH'L 0 1 ix4x18GA METAL STUD ® 4'- " 0.C. W/ 2 - #8 SCREW EA. END ( 0 TRANSITION CLIP PER MFG. SPEC. ® 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L \ Transition \ CCp - KAM -12 NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) TYPICAL "T -BAR CURVED CEILING 0 ARMSTRONG DRYWALL GRID SYSTEM MODIFIED MAIN BEAM 0 ARMSTRONG DRYWALL GRID SYSTEM - 4' CROSS TEE #12 HANGER WIRE AS REQUIRED TO SUPPORT LOAD, OPTION: RUN STUD FROM TOP OF VAULT TO STRUCTURE ABOVE ® TRANSITION CLIP PER MFG. SPEC. NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- U GYP. BOARD SEE ARCH'L. ® 1 5/8x6x18GA METAL STUD 0 16" O.C. WHERE OCCURS SEE PLAN ® VERTICAL BRACE AS REQ'D. PER MFG. SPEC. SEE - ARCH'L. O 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L ®2 MAIN TEE BAR SEE ARCH'L. ® SPLICE CLIP PER MFG. SPEC. • VALLEY MAIN TEE PER MFG. SPEC. ® CROSS TEE BAR SEE ARCH'L. ® GYP. BOARD SEE ARCH'L. NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) T -BAR OR DRYWALL CEILING ® #10 SCREW EA. FLANGE EACH STUD, TYP. ® FINISH PER ARCH'L 0 362S162 -33 ©16 "0.C. ® (E) INSULATING CONC OVER POLYSTYRENE' BOARD 05 FOR CONC TOPPING OVER MTL. DECK USE 2- XALH32 CAD 12 "O.C. 06 (E) MTL. DECK W/ CONC. TOPPING 0 20 GA. MTL. TRACK W/ 1 5/8" DEEP FLANGES U PL.18"x6 "x14GA. 024 "0.C. W/4 XALH32 TO ` (E) METAL DECK 10 4 - #10 SCREWS ©24 "0.C. CONT. TRACK TO 14GA. PL TYP SUSPENDING CEILING 3%8 "MAX. NOTE: FOR WIRE TOP CONNECTION SEE DETAIL 19/- REVIEWED FOR CODE COMPLIANCE APPROVED APR '0 9 2010 City Tukwila BUILDING DIVISION DECK FLUTES PARALLE TO METAL STUD WALL TYPICAL T -BAR CURVED METAL STUD WALL TO FLOOR DECK FLUTES PERPENDICULAR TO METAL STUD WALL DECK CONN. NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) 01 L4x4x14GA.x1' -6 "LG. USE 4 - #10 SCREWS TO (E)STEEL ` DECK ROOF USE 4- XALH32 SHOT PIN TO (E)STEEL DECK FLOOR USE 4- XALH27 SHOT PIN TO (E)CONC. PLANK 0 METAL DECK, SEE PLAN FOR SIZE Sc WELDING O OR # WELD C(1/ 6" 2 ") O METAL STUD BRACE ® 4' -0" 0.C. hl (E)CONC. PLANK METAL STUD BRACE CONNECTION TO DECK 01 20GA HUNG STUDS O 16" O.C. (U.N.O.) SEE ARCH'L FOR SIZE 0 12GA. HANGER WIRE PER MFG. SPEC. SEE ARCH'L 0 ACOUSTICAL PANEL SUSP CLG. SEE ARCH'L ® L2x2x2OGA CONT. W/ #10 SCREW 0 16" 0.C. ® FOR FINISH SEE ARCH'L. 06 16GA. METAL TRACK BLOCKING TYP 0 #10 SCREW ® 16" 0.C. AT FIXED SIDE ® L2x3x2OGA CONT. W/ #10 SCREW ® 16" O.C. TO METAL TRACK TYP NOTE: DETAIL SHOWS GENERAL CONFIGURATION, ALL ADDITIONAL PARTS ` REQUIRED SHALL BE PER ARMSTRONG CEILING SYSTEMS REQUIREMENTS AND SPECIFICATIONS (SEE TABLE ON 33/ -) 01 TS6x4x1 /4 0 1 /4"HK. END PL 3® 3 "o STD. PIPE COL. MIN. 8 "LG. ® C12x20.7x0' -6 "LG. AT 3 "95 STD. PIPE LOC. ® ( E)STEEL ROOF JOIST • (N)A /C UNITS PER MANUF. O ADD NEW L2x2x1 /4 EA. SIDE ( *IF` D >6 ") ® (N) TS BEAM SEE PLAN METAL STUD BRACE CONNECTION TO DECK CURVED CEILING DETAIL ¥UIUIK► IUWum ;InwiuIUUU 1 1 1 I �� GAP O (N)TS BEAM SEE PLAN 0 (E)JOIST GIRDER 30 (E)CMU WALL ® (E)3 1/2"THK. CONC. TOPPING OVER 1 /2"THK. B DECK ® '(E)STL JOIST SEE PLAN 06 (N)3/8 "x8 "xDEPTH OF JOIST GIRDER ANGLE LENGTH x DEPTH OF JOIST GIRDER U <N); TS BEAM SEE PLAN DECKING NOT SHOWN FOR CLARITY 0 (E) BEAM 03 (N) 4 -3 /4 "9 A325SC BLOTS (N) 3 /8"HK. STIFF PL BRACE CONN. TO FLOOR 01 16 GA UNPUNCHED SLIP TRACK (2 1/2" FLANGES) W/ 1 1/4" x1 /4" VENT SLOTS IN EA. FLANGES ® 1" O.C. ® 6 "x 18 "x 12GA. PL. AT 4' -0" 0.C. USE 2 - #10 METAL SCREWS TO EA. FLUTE AT ROOF (TOTAL OF 6) USE 2- XALH32 SHOT PIN AT EA. ` FLUTE AT FLOOR (TOTAL OF 4) t." V /7 /7 //, i ..... 4 t,,,,,witt . ,,,„:4,:., 'AT OP AN 3/16" O STL BEAM CPP DI FIXED SIDE SLIDE SIDE 5/16" FIXED SIDE NONFIXED SIDE SEE PLAN MTh DECK SEE PLAN (E) STRUCTURE ABV. O 16GA CONT. METAL 1/4" V \ TRACK TYP. ® #10 SCREWS 016 "O.C. CONN. TO STEEL DECK ROOF OR XALH32 024 "O.C. CONN. TO STEEL DECK - FLOOR ® SEE ARCH'L FOR ONE HOUR i I WALL 101 10 FOR (E)CONC. PLANK USE (_ XALH27 SHOT PIN ®16 "O.C. FIXED SIDE I SLIDE SIDE ALIGN VIEW A -A DATE 00-00-00 09293 SHEET NUMBER VIEW B -B CEILING EXPANSION JOINT DETAIL TYP. NON -BRG PARTITION TOP CONN. TOP CONN. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 DEMOLITION FOUNDATION NOTES: 212' -11' FIRST CUT; SEE DETAIL 3/— SECOND CUT SEE DETAIL ` 5/ 30' -5 1/2' 40' -0' 30' -5 1/2' 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 (E) #4 ® 18" O.C. (E) TOP REBAR SEE EXIST'G. DRWS. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com 0 LIPAGNIPAWA 0 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 City of Tukwila BUILDING DIVISION 4' -0 ", (U.N.O. U 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 Q FOR E -W DIRECTION EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP (E) E -W DIRECTION REBAR B NT UP i�i�i�i�i EQ. TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. (E) TOP REBAR SEE EXIST'G. DRWS. NORTH TYP 4' -0" (U.N.O. SAW CUT EXISTING SLAB E -W DIRECTION, SHALL NOT EXCEED DIMENSION SHOWN, DO NOT OVERCUT CORNERS, (FOR N -S DIRECTION REBARS MAY CUT) CHEEP OUT EXIST'G. CONCRETE DO NOT CUT - EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA FOR E -W DIRECTION EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP (E) E -W DIRECTION REBAR BENT' UP TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. 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. REVISIONS: NORTH DATE 00.00.00 JOB NO. 0 0 N 0) 09293 0 SHEET NUMBER SCALE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02 -00 -10 212' -11° 30' -5 1/2' 28' -0' 28' -0' 30' -5 1/2''` (E)W24x E)I3x130 24x76 E ' SN 8.5K' D-2 DECK; REMOV: (E) RO ' FING & INSULTAION ROR (N) SU'PORT P 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 5N 24.0'' E)W24x76 241x76 id 0x17 N)?SS1 x6x 4x6x5 E W27x N)HSS1 x6x5 ISS14x6x5/ •, Cz x22 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 9 2010 E)V6x20 N) 'SS 16x5'16 0 -1 0x116 C-1 /2" E`L6x x5 x6x3/8, E)W6x20 REMO E (E) -OOFING & INS LTAIO TYP E) 6x20 E)W6x20 HSS 1 r.M 4x6x5 t)vvV 4x6x5/16, C =1/2' 6x21 E)W14x22 E WI 4x22 6x5y' 16, C==1 /2" H S1 8x6x3 ('112x14 .. / / / / / / / / / / / / / / / / / / / N)HSS14x6 N HSS1 4 6x5 x5%16, C =1/2" N S 6x3/8, c REM &I (N) EVE (E) SULTAIO SUPPOR ROOFING 1 ROR TIT N)H S1xSx,5s /16," / / / / / / N)iSS 14x6x E 6 6® 6.7K 6N¢+. NORTH REVISIONS: A A A A A A A / A A DATE 00 -00.00 JOB NO. c 09293 SHEET NUMBER 2ND FLOOR FRAMING PLAN SCALE c 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. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 02- 00 -10, FOUNDATION NOTES: 212' -11' INDICATES NEW INFILL : SLAB 28` -0' 40' -0 7' -9 30' -5 1/2' 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 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 ERY lARE1-40 =1..� Q WONV I ,.•i • • ••••_•.04••:••7••4111 SLOP 0 U (N) 6" f'c =4500 PSI SLAB FOR REBAR SIZE & SPACING SEE PLAN ® #4 x 24" DOWEL ® 20" O.C. W/ EPDXY (5" EMBED.) O (E) GRADE BEAM TO REMAIN 4,4. ,:es ;b. A�e��:.:.,:__?��:.PO.� ._- _ -_ .... .. "!41 i -fi • ®,► �- ii SIM. E —W DIRECTION T &B BAR © C OF SLAB 0 LAP #4 TO MATCH EXIST'G. SPACING ® (N) LENTON LOCK REBAR SPLICING Q (N) #4 x 3' -0" BENT (E) #4 DOWN & CUT FOR (N) REBAR SPLICING (N) ' 6" SLAB f'c =4500 PSI (N) #4 x 3'-6" MOM I. 11■i# II RODUCE HQPP A -- 7777 771774-17 4171777 7777 ••••• ••• 77777 777 77-7 7 -- 7777-- . --- ------ 7777 I REVISIONS: N -S DIRECTION BAR C OF SLAB N -S DIRECTION BAR © C OF SLAB NORTH DATE 00-00-00 JOB NO. 09293 SHEET NUMBER FOUNDATION PLAN SCALE 1 /8 " =1 -0" INFILL DETAIL 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 ROOF FRAMING NOTES: 212'--11" 30'-5 1/2' 28'-0' 28'-0' 30'-5 1/2' DETAIL No. SHEET No. 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.. E)W133x130 W27- TYP E )36G 8N 85 (E)W 1I2x 1 4 STD. PIP CEILING EXPANSION JOINT LOCATION FREE (SLIDE) CEILING AREA SEE 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 TS6x4x14'4 TYP FIX CEILING AREA SEE E)W24x7 E)W33 73 CEILING EXPANSION JOINT NOTE 4x6x5 (E)IW27 -10Iff'-'SUPP1RT S E :DET. TYP\ E)W6x20 REVIEWED CODE COMPLIANCE APPROVED APR 09 2010 City of Tukwila BUILDING DIVISION JOINT EXP4 JOIN NsioN r TYP Akin' NiElFW!! SIM, N 1 4xicb 1 a. a`.----11 /1"/ EXPANSION JOINT TyP OW14x22 -EXP JOB E)W112x14 E)W12x14 7:-.■11 [1... itra1rm11 oiaA. 91111EN' 11=111116.1 I =OW II MEM IIMMOM g - ! 11111.111111q IIIII•NP 1 IMININII 111111111111111 t , 111111111111M MOW ' 1 1 I MINIIII 1 I 1111111111118 li 1111111111111 , - , 1 -ErANSION JOINT TYP STD. IPE- TS6x4id /4. TY SIM. EXPAN JOINT ION l'YP pr) ED36G 6N 1 6.7K REVISIONS: A BLDG. &SAFETYA COMMENTS / \ PLAN CHANGE \ 03/24/10 / \ NORTH 0 00-00-00 09293 JOB NO. SHEET NUMBER SIM SCALE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-00-10 EMI- . Ilk SIM. EXPAN JOINT ION l'YP pr) ED36G 6N 1 6.7K REVISIONS: A BLDG. &SAFETYA COMMENTS / \ PLAN CHANGE \ 03/24/10 / \ NORTH 0 00-00-00 09293 JOB NO. SHEET NUMBER SIM SCALE ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D. SUBMITTAL: 02-00-10 EXIST. REMOTE METER EXIST. SECONDARY TO PUGET POWER TR -R J EXIST.- (E) I , I / 1600AS (E) I--I I600AF (E) W.P. MAIN SWITCH BOARD "MS" 50,000 A I G (400AS 211/480V - 30 41A1 (E) 200A9 KEYED NOTES: D I SGONNEGT AND REMOVE EX I ST I N6 PANEL, EQUIPMENT DISCONNECTS, ETC. (N) COMFIT. RACK` #1 010A DISCONNECT AND REMOVE EXISTING CONDUITS AND WIRES. RENAME EXISTING PANEL "LIE" TO "GK" AS SHOWN REPLACE EXISTING FUSE WITH NEW AS INDICATED. IOOA- 240V- 3P LIGHTING CONTACTOR. INSTALL REDUCERS FOR 20A FUSES. NEW (E) 200A5 200A "HA" 1 L.J 1- N xl wi (E)45KVA 1 I TR -R EXIST. EXIST. "LA" I 1 L EXIST. EXIST. (2) 2 "G - 3 #4/0 THAN CU. IN ,EACH (E) I00AS I I/4 "G- 3 #2 +1#6 61RD. THWN GU. I "G- 3 #6 +1 #I0 GRP.' THAN GU. I OKVA, 120/20,5V, I PH UPS IN/ INTEGRATED AUTOMATIC TRANSFER SWITCH. "LE" 1"C-5:6+1#10 GRD. THAN CU. LI EXIST. (N) DEFR05. PANEL #I (RDP -I) 9L.IA EXIST. (N) COMPS. RACK #2 62.5A - (E)30KVA ISOLATION TR -R EXIST. (N) DISTRIBUTION BOARD "DB" S 4 Iu z 6RD. THAN GU T 4 W z z (N)600- 460V -3P DISC. SWITCH 1041/450A LPS -R FUSES (N)300KVA TRANSFORMER 277/480V- 30 -3A- PRIM. 120/206V-50-4W- SECOND. - 3 /4 "C I#3/0 THAN GU. TO BLDG. STEEL OR EXIST. GROUND. 120/206V 30 41N - 1600A 0 QOA 3P 0 Z (N) DEFRos. PANEL #2 (RDP -2) 10.6A Single Line Diagram Not to Scale 4 5 6 10OA Sr1 CL. SC E= D U LE Symbol Description CATALOG No. TELEPHONE CONDUIT "C L 0 A D VA T 3/4 MINIMUM UNLESS NOTED A-43,5 HOMERUN TO LIGHTING OR POWER PANEL A, CIRCUITS 1,3 $ 5, I /2" C - 3 # 12 —�- CONDUIT HOMERUN - TERMINAL CABINET WATT A CONDUIT CONGEALED IN WALL OR CEILING UNLESS NOTED' GRR432T6211V6E15 CONDUIT CONCEALED IN FLOOR, UNDERGROUND OR UNDER FLOOR UNLESS NOTED I /2" CONDUIT - 2 # 12 UNLESS OTHERWISE NOTED F32T6 32 I/2" CONDUIT - 3 *12 B 3/4" CONDUIT - 6 # 12 GRR432T6277VGEB -ELI4 ;II 11! X I /2" CONDUIT - 4 # 12 3/4" CONDUIT - T # 12 F32T6 1111 11! 104 I/2" CONDUIT - 5 # 12 LITHONIA 3/4" CONDUIT - 6 # 12 111 II 1111 11,! CONDUIT STUB -OUT AND GAP - DIMENSION LOCATION F.B.O. FURNISHED 5Y OTHERS. INSTALLED * CONNECTED BY ELECT. CONTRACTG 32 _ 79 I /2" C.O. TO LITHONIA. —�N G.W. PIPE UNLESS NOTED ® ROOM NUMBER G.O. CONDUIT ONLY WITH PULL WIRE F32T6 32 N.I.T.S. NOT IN THIS SECTION W.P. WEATHER PROOF M.T.S. NOT TO SCALE .I - $OX JUNCTION BOX_ 3 CONDUIT UP 32 V.L. VERIFY LOCATION LITHONIA CONDUIT DOWN N.L. NIGHT LIGHT U.6. UNDERGROUND G.U. COPPER CONDUCTOR AL ALUMINUM CONDUCTOR +44" DISTANCE FROM CENTER LINE OF OUTLET TO FINISH FLOOR X UNLESS NOTED M.H. < MOUNTING HEIGHT - FLOOR TO BOTTOM OF FIXTURE E.G. - ELECTRICAL CONTRACTOR FLOOR '> WALL GLG. 26T6- 311A12125- MVOLT- GEBIOJS -ELI4 X 0 1 LIGHT FIXTURE AND OUTLET C - CIRCUIT NUMBER A - SWITCH DESIGNATION; 3 —.— 17 FLUORESCENT LIGHT FIXTURE AND OUTLET LITHONIA �—e- -+ FLUORESCENT STRIP LIGHT FIXTURE AND OUTLET i--� —+ 0 EXIT LIGHT FIXTURE AND OUTLET. DIRECTIONAL ARROWS AS REQUIRED 32 54 J LIGHT OUTLET CONNECTED TO THE EMERGENCY SYSTEM L15232- MVOLT- GEBIOIS $ ", SINGLE POLE TOGGLE SWITCH +4'O UNLESS NOTED F32T6 Sah 54 SINGLE POLE SWITCH - SUBSCRIPT INDICATES OUTLETS CONTROLLED PROVIDE SEPARATE SWITCH FOR EACH IN GANG ASSEMBLY LITHONIA S2 X 2(TWO) POLE SWITCH +4'0" UNLESS NOTED' S3 2 THREE(3) WAY SWITCH +40" UNLESS NOTED 32 54 L FOUR(4) WAY SWITCH +4'" UNLESS NOTED LB232- MVOLT- 6E15I015 Sic SINGLE POLE KEY SWITCH +40" UNLESS NOTED 4 F32T6 32 104 M LITHONIA L5232- MVOLT- 6E15I01S- ELI4 X 4 F32T6 32 ` 104 N Sp TL232- MVOLT- 6EBIOIS =I /4 SINGLE POLE SWITCH 6 PILOT LIGHT +4'" UNLESS NOTED $M X SINGLE POLE TOGGLE MOTOR CONTROLLER + +40" UNLESS NOTED F32T6 SDIM 104 DIMMER- SOLID STATE TYPE +4'O" UNLESS NOTED LITHONIA TL232- MVOLT- 6E15I015= I/4 -ELI4 DUPLEX CONVENIENCE OUTLET +15" UNLESS NOTED A. X 4 PEDESTAL TYPE FLOOR DUPLEX RECEPTACLE - FINISH SELECTED BY ARCHITECT O 104 P FLOOR RECEPTACLE FLUSH WITH THE FLOOR DM 232- 120V- 6E5 -0° BALLAST X 2 F32T6 JUNCTION SOX SIZED ACCORDING TO CODE UNLESS NOTED J Q LITHONIA JUGTION BOX MOUNTED ON A TOP FLOOR. X e' SINGLE CIRCUIT RECEPTACLE, TYPE AS SHOWN ON DWGS. 4 +I5" UNLESS NOTED 32 104 R DUPLEX RECEPTACLE WITH ISOLATED GROUND. +I5" UNLESS NOTED LPSH- IOOM- I2OV /6LFI ®0 X SPECIAL PURPOSE OUTLET OR DIRECT CONNECTION. 1 MH PANEL BOARD 110 ® LITHONIA TELEPHONE TERMINAL' CABINET WITH 3/4" PLYWOOD BACKBOARD X MAIN TELEPHONE TERMINAL L MH @ 86 MOTOR CONTROLLER LITHONIA l X I UNFUSED DISCONNECT SWITCH ' FUSED WITH DUAL ELEMENT FUSES MI 1 COMBINATION MOTOR CONTROLLER AND DISCONNECT SWITCH 32 29 U TELEPHONE OUTLET +15" UNLESS NOTED AFI42TRT8ARG61--27T/ X FLOOR TELEPHONE OUTLET FLUSH WITH THE FLOOR. I PL INTERCOM OUTLET +15" UNLESS NOTED 46, LITHONIA MOTOR` OUTLET "- CONNECT AS REQUIRED Q DATA OUTLET +15" UNLESS NOTED 2 K� IS CLOCK OUTLET AND CLOCK W N LTDLPHR3aMSOHEBLPSPLTWFH500F500GL THERMOSTAT OUTLET +4'" UNLESS NOTED X CONTROL TRANSFORMER LED by ()y SPEAKER WITH VOLUME CONTROL LITHONIA LHQMSWIR VOLUME CONTROL +40" UNLESS NOTED 1 CEILING MOUNTED DUPLEX RECEPTACLE FOR SHOW WINDOW LIGHTS. 39 hQ Y PUSH BUTTON STATION WITH PILOT LIGHT +40" UNLESS NOTED GRR232T61206EBEL14 X BUZZER LIGHTING FIXTURE SCHEDULE T Y P E MANUFACTURER CATALOG No. MOUNTING LAMPS L 0 A D VA S L J R F R E C W A L L P E N D No TYPE WATT A LITHONIA GRR432T6211V6E15 X 4 F32T6 32 104 B L.ITHONIA GRR432T6277VGEB -ELI4 X 4 F32T6 32 104 (, LITHONIA 5132- MVOLT- 6EBI0IS X I F32T6 32 _ 79 D LITHONIA. CRR232T6277V6E5 X 2 F32T6 32 54 E LITHONIA 26T6- 552A12125- MVOLT- 6EBIC/IS X 3 F32T6 32 79 F LITHONIA 26T6- 552A12125- MVOLT- GEBIOIS -ELI4 )C 3 F32T6 32 1q %a LITHONIA 26T6- 311A12125- MVOLT- 6EBIOIS X 3 F17TS 11 53 LITHONIA. 26T6- 311A12125- MVOLT- GEBIOJS -ELI4 X 3 FI1T6 17 53 LITHONIA TS132 -217V X 2 F32T6 32 54 J LITHONIA L15232- MVOLT- GEBIOIS X 2 F32T6 32 54 K LITHONIA L15252- MVOLT- GEBI0IS -ELI4 X 2 F32T6 32 54 L LITHONIA LB232- MVOLT- 6E15I015 X 4 F32T6 32 104 M LITHONIA L5232- MVOLT- 6E15I01S- ELI4 X 4 F32T6 32 ` 104 N LITHONIA TL232- MVOLT- 6EBIOIS =I /4 X 4 F32T6 32 104 O LITHONIA TL232- MVOLT- 6E15I015= I/4 -ELI4 X 4 F32T6 32 104 P LITHONIA DM 232- 120V- 6E5 -0° BALLAST X 2 F32T6 32 54 Q LITHONIA TOM 232 -12OV- 6EB- I/4 -O° BALLAST X 4 F32T6 32 104 R LITHONIA LPSH- IOOM- I2OV /6LFI X 1 MH 100 110 S LITHONIA LP6H- 1OM- 211V -6L03 X L MH 10 86 LITHONIA SI32 -211V X 1 F32T6 32 29 U LITHONIA AFI42TRT8ARG61--27T/ X I PL 42 46, LITHONIA AF218TRTSARGGL -277/ X 2 IS 43 W LITHONIA -TRACK LTS LTDLPHR3aMSOHEBLPSPLTWFH500F500GL X I LED 3 3 X LITHONIA LHQMSWIR X 1 PL 39 43 Y LITHONIA GRR232T61206EBEL14 X 2 F32T6 32 54 LITHONIA ELMGH2O06 -2/ 1V EM. LTS CEILING MTD X 2 °MR24 20 40 BB LITHONIA VC232 -21 V X 2 F32T6 32 54 CC LITHONIA TVG432 -211V X 4 F32T6 32 104 LIGHTING FIXTURE GENERAL COMMENTS. ALL BALLAST SHALL BE GLASS "P" HIGH FREQUENCY ELECTRONIC TYPE BY VALMONT, MAGNETEK OR ADVANCE. PROVIDE LOW TEMPERATURE BALLAST FOR OUTDOOR MOUNTED' FIXTURES. THIS CONTRACTOR SHALL VERIFY' THE TYPE OF CEILING BEFORE ORDERING ANY FIXTURES.; HE 15 FULLY RESPONSIBLE TO PROVIDE ALL MOUNTING BRACKETS TO FIT CEILING COND- TI ONS 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. ALL LIGHTING SHALL' BE INSTALLED AND CONNECTED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ALL FLUORESCENT FIXTURES OF ALL. SIZES, SURFACE MOUNTED OR RECESSED IN SUSPENDED CEILING, SHALL BE INDEPENDENTLY SUPPORTED BY TWO #12 SLACK WIRES ATTACHED TO TWO OPPOSITE CORNERS OF THE FIXTURES. THESE WIRES SHALL BE SECURED TO THE SOLID STRUCTURE FROM WHICH THE CEILING IS SUSPENDED IN SUCH A MANNER THAT FAILURE OF THE SUSPENDED CEILING WILL NOT CAUSE_ THE FIXTURES TO DROP. THESE WIRES SHALL BE IN ADDITION TO ANY ELECTRICAL STANDARDS MOUNTING SUPPORT. (OO23 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 RECEIVE D APR 012010 PER01- A APPROVAL Przrli �AOE� 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" GINEERING_! INORPORATED CONSULTING ELECTRICAL ENGINEERS 5410 WILSHIRE BLVD. SUITE 602 LOS ANGfi EIS E -mail: ha llisahai1lSeng.con I-E JOB No 09 -182 BY: L.F. z- 0 U` LU 0 8 SI �° =° ARE V z DRAWING TITL REVISIONS: B.D. SUBMITTAL: 00 -00 -00 DATE 00-00'00 JOB NO. 09293 SHEET NUMBER KEYED NOTES: 3/4 "C TO ACCESSIBLE CEILIN6 SPACE OR TO GOMPUTER/DATA SYSTEM. VERIFY WITH TENANT._ 3/4 "C TO ACCESSIBLE CEILING SPACE OR TO TELEPHONE SOARD. SEE NOTE" 3. TELEPHONE CABINET SIZE AS REQUIRED BY TELEPHONE SYSTEM. VERIFY LOCATION. I "C TO TELEPHONE BOARD "NTS" IN ELECTRICAL ROOM. W.P. 30A, 2P, 250V W.P. HEAVY DUTY DISC. SWITCH W.P. 30A, 3P, 250V W.P. HEAVY DUTY DISC. SWITCH W.P. 6FI RECEPTACLE ON ROOF MOUNTED ADJACENT TO HP UNIT. PNL. "91" Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 SI -29 9I -10- 91-16 www:nadelarc.com 91- 20,22,24 91 -23 ROOF HALLIS ENGINEERING INC ?RRORATED CONSU.TNG ELECTRICAL MUMS 5410 WILSHIRE BLVD. SUITE 602 LOS AN(. ESQ. CA. 90038 323 E -mail: hallisohal!!seng.Com I-E JOB No 09- 182BR1 B' L.F. ROOF NORTH -t LOCATION: - AN E I I ' � BUS. MAIN: LUGS ONLY 225A G. BKRS.: BOLT ON TYPE MOUNTING: FLUSH VOLTAGE: I20/208V -3 P -4W MIN. IO,000A LOAD DESCRIPTION G. BKR GKT PHASE VA LOADGKT G. BKR P AMP NO A B C. NO AMP P LIGHTING 1 20 800 2 20 I P.O.S. SERVICE LIGHTING 1 20 800 20 I P.O.S. PRESCRIPTION STATION PHOTO PROCESSING MACHINE 2 30 3000 / 20 1 REFRIGERATOR 900 — g $ 20 1 DRINKING FOUNTAIN DVD RENTAL MACHINE 1 20 1200 10 20 1 PRESCRIPTION STATION TELEPH. CABINET RCPT 1 20 I� 360 20 1 PRESCRIPTION STATION -360 12 PRESCRIPTION STATION 1 20 IS 400 12 20 1 OFFICE/ STORAGE RCPT PRESCRIPTION STATION 1 ' 20 13 400 - 20 1 OFFICE/ STORAGE RCPT 200 16 1 20 1� 400 20 1 SPARE FAX 500. 18 FG -3 2 40 I 865o p 20 3 HP -3 — _ 21 3010 865 2 ROOF RCPT 1 20 25,, 1500 — 865' 24 SPARE 1 20 2 2 20 1 SPARE SPARE 1 20� 2 2O SPARE LIGHTING 1' 20 2 _ I335 20 I SPARE SPACE 3 SPACE 32 SPACE ,_- 34 SPACE SPACE 3� 36 SPACE SPACE ,_- 38 SPACE SPACE 5.11 SPACE SPACE '� 2 SPACE TOTAL PHASE LOAD 10110 8420 x220 TOTAL CONNECTED LOAD 30499 W TOTAL PHASE L.G. LOAD X 25% 110 110 549 TOTAL AMPS 85A COMPUTED PHASE LOAD 11540 9190 9169 SUITE 190 REVISIONS: A5-1-10 A A 0 0 A A A 0 DATE JOB NO. SHEET NUMBER SEPARATE PERMIT AND 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. H.D. SUBMITTAL: 01 -04-10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 01 -28 -10 SOO LOCATION: - AN E I I ' � BUS. MAIN: LUGS ONLY 225A G. BKRS.: BOLT ON TYPE MOUNTING: FLUSH VOLTAGE: I20/208V -3 P -4W MIN. IO,000A LOAD DESCRIPTION G. BKR GKT PHASE VA LOADGKT G. BKR P AMP NO A B C. NO AMP P LIGHTING 1 20 800 2 20 I P.O.S. SERVICE LIGHTING 1 20 800 20 I P.O.S. PRESCRIPTION STATION PHOTO PROCESSING MACHINE 2 30 3000 / 20 1 REFRIGERATOR 900 — g $ 20 1 DRINKING FOUNTAIN DVD RENTAL MACHINE 1 20 1200 10 20 1 PRESCRIPTION STATION TELEPH. CABINET RCPT 1 20 I� 360 20 1 PRESCRIPTION STATION -360 12 PRESCRIPTION STATION 1 20 IS 400 12 20 1 OFFICE/ STORAGE RCPT PRESCRIPTION STATION 1 ' 20 13 400 - 20 1 OFFICE/ STORAGE RCPT 200 16 1 20 1� 400 20 1 SPARE FAX 500. 18 FG -3 2 40 I 865o p 20 3 HP -3 — _ 21 3010 865 2 ROOF RCPT 1 20 25,, 1500 — 865' 24 SPARE 1 20 2 2 20 1 SPARE SPARE 1 20� 2 2O SPARE LIGHTING 1' 20 2 _ I335 20 I SPARE SPACE 3 SPACE 32 SPACE ,_- 34 SPACE SPACE 3� 36 SPACE SPACE ,_- 38 SPACE SPACE 5.11 SPACE SPACE '� 2 SPACE TOTAL PHASE LOAD 10110 8420 x220 TOTAL CONNECTED LOAD 30499 W TOTAL PHASE L.G. LOAD X 25% 110 110 549 TOTAL AMPS 85A COMPUTED PHASE LOAD 11540 9190 9169 SUITE 190 REVISIONS: A5-1-10 A A 0 0 A A A 0 DATE JOB NO. SHEET NUMBER SEPARATE PERMIT AND 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. H.D. SUBMITTAL: 01 -04-10 B.D. SUBMITTAL: 01 -21 -10 2nd H.D. SUBMITTAL: 01 -28 -10 BUS MAIN: LUGS ONLY' LOCATION: ELECTRICAL .ROOM 1I 11 225A G. BKRS.: BOLT ON TYPE MOUNTING: SURFACE VOLTAGE: 120/208V-3 47 -4 M MIN. IO,000A G. BKR GKT PHASE VA LOAD GKT G. BKR LOAD. DESCRIPTION NO NO P AMP _ A B G AMP: ` P 1093 CASE FANS - SYS. #IB I 20 - Y # 20 I CASE FANS 5 5 4A 460: .310 CASE FANS - 5Y5. #3A I 20 3 20 I CASE FANS -SYS #4B 690 bal CASE FANS -SYS. #38 I 20 5 20 I CASE FANS - 5Y5 #4D 403 Gal CASE FANS - SYS. #3G I 20 7 20 I SPARE 310 - 20 a 20 I SPARE CASE FANS 5Y5. #3D � 10 II 632 CASE FANS - SYS. #ZG I 20 20 I SPARE la 13 324 FAN COILS-MEAT I 20 20 I SPARE COOL . 14 1000 15 DRAIN - ' FREEZER I ' 20 20 _ I SPARE HTR5. EROS. ER /� 16 600 11 600 DRAIN HTRS.- 6R05.' FREEZER I 20 20 I SPARE IS 600 _ ,>'°1 / PENT HTR. 6R05. FREEZER I 20 20 L SPARE 20 21 -192 20 A 2 I SPARE FAN COILS -MEAT PREP. O 324 - > I 20 23 20 I SPARE FAN COILS FISH COOL. 2 24 25 1621 - # ` I 20 CASE WARM -5Y5. #3A CASE WARM 5Y5. IB 20 I 1012 26 2'1- 1194 < _ # `I ao _ CASE WARM 5Y5. IB 20 I CASE WARM 5Y5. #3B 1830 28 2a 360 CASE 5 #4 20 _ WARM 5Y *45 � 20 I I "30 CASE WARM 5Y5. #3G 1830 150 31 _ _ a0 GA5E. -WARM SYS. #3D # 20 I CASE WARM. SYS. 4D 1012 32 3 3 SPARE 20 20 I SPARE I % 34 35 �/ _ SPARE 20 20 I CASE WARM 5Y5. #4G I � 1430 36 37 a0 SPARE SPACE 38 SPARE 2 D 3a 40 SPACE SPA l 20 41 RE SPACE 42 TOTAL' PHASE LOAD - 6893 6126 6200 TOTAL. GONNE .TED DAD _al9W G L ,8 TOTAL PHASE L.G. LOAD X 2590 _ TOTAL AMPS 55 A 6893 6126 6200 COMPUTED PHASE LOAD BUS MAIN..._. LUGS ONLY LOCATION: ELECTRICAL ROOM }I 11 ,�l�l C�K 225A G. BKRS.:. BOLT ON TYPE MIN.10 OOOA MOUNTING. - SURFACE YOLTAGE.120/208V-50-4A , G. BKR PHASE VA LOAD C. BKR LOAD DESCRIPTION GKT GKT P AMP NO A 5 G` NO AMP P 400: N # I 20 (N) GHEGKSTAND 1 20 I N CUSTOMER SERVICE 400 2 _ (N) 400 N GHEGKSTAND #2 I 20 3 20 I N CUSTOMER SERVICE O 4 (N) 400 5 SPACE SPACE 400;... (N) GHEGKSTAND #3 I 20 '1 20 I (N): MEAT: PREP.. WRAP. MACH. 600: -.400 N GHEGKSTAND #4 I 20 a O 20 I ` N REGEPT. SCALE 400 10 SPACE SPACE la 13 400:. i ao - 20 I RXCEPT. OFFICE (N) GHEGKSTAND #5 (N) 400 14 400 15 - # I 20 20 1 N (N) CHEGK5TAND 6 (N) REGEPT..... OFFICE ( 400 I6 li SPACE SPACE - � I8 400., 20 la 20 I RE E = OFFICE (N) GHEGK5TAN0 #1 (N) G PT. 400 20 21 40 0 I ' 20 SPACE N GHEGKSTAND 8 ( as 23 SPACE SPACE 24 as SPACE SPACE 26 2-f SPACE SPACE 28 SPACE 2a SPACE 31 32 33 34 36 37 3Q 40 41 42 TOTAL PHASE LOAD 3400 2800 TOTAL CONNECTED :LOAD 6200 W TOTAL. PHASE L.C. LOAD' X 2590 TOTAL AMPS 30 A 1 COMPUTED PHASE LOAD 5400 2800 * REMOVE EXISTING 20A,IP BREAKER AND RELOCATE ** RELOCATED 20A,IP CIRCUIT BREAKER LOCATION: ELECTRICAL ROOM MOUNTING: SURFACE 225A G.- BKRS.: BOLT ON TYPE MIN. 10,000A LOAD DESCRIPTION G. BKR LOADIGKT I G. BKR P IAMP CASE LTS SYS #IB CASE LTS - 5Y5 #4A 1266 CASE LTS SY5#3A CASE LTS 5Y5#3B CASE LTS - 5Y5#45 CASE LTS - SY5#4C CASE LTS - SYS #40 863 1460 CASE LTS - 5Y5#38 1460 CASE LTS - SYS#3C CASE LTS - 5Y5#2G CASE LTS SYS#aC SPARE SPACE SPACE SPACE SPACE 966 1196 SPARE SPARE SPARE SPACE SPACE 142 TOTAL PHASE LOAD TOTAL. PHASE L.C. LOAD X 2590 TOTAL 'CONNECTED LOAD . 16605 IN COMPUTED PHASE LOAD 5940 EXISTING 'ON Y LOCATION: ELECTRICAL ROOM 11 11 BUS MAIN.. LUG'S L 225A G. BKRS.: BOLT ON TYPE MOUNTING. FLUSH VOLTAGE 211/480V-50-41N MIN.° 14000A OAD BKR KR PHASE'.... VA L G. G. B T CKT GK LOAD DESCRIPTION N0 N0 P AMP A : B - G AMP P , Z60 1 20 20 1 N SALES AREA DOWN LT5. LIGHTING ENTRANCE 2 O :.2005 � 2310 I 20 3 SALES AREA DOWN LT5. (N) EXTERIOR LTG.. , 20 ( (N) 2005 950 D 5 AREA WN TS. 2 N 5 ESA DO AN (w EXTERIOR LTG. " 20 I O AL 2125 6. .:...900:. UNLOADING 3 GROCERY WAfiEHOUSE I 20 20 I (N) CHECK STAND AREA LTS a12s 8 20 a AND. AREA TS 20 I (N) CHECK ST LTS 10 1155 Ii 1 20 20 1 SALES AREA LTS SPARE 0%0 3oa5 12 20 13 I 20 I 5ALE5 AREA LT5 (N) SPARE 3025 14 15 825 I . 20 20 I N SALES AREA LT5 N LIGHTING O r) 3005 I6 1- 20 17 20 I SALES AREA LTS SPARE (w 3005 18 ...990 la 20 20 I N .MEAT. PREP. LT5 E ELGT. ROOM LTG ( ) r) 1140. 20 530 21 SALES AREA PERIM. LT5 w OFFICES 4 -GOOLE R 20 20 ; (N) r 1135 .:,1380 I 20 23 O I N EM/NL N LIGHTING 2 ( ) r) 1'100. a4 SPACE 25 SPACE 26' 27 SPACE SPACE aa; a9 SPACE SPACE 31 10 3 45 KVA TR R SPACE 32 33 SPACE (PANEL LA ) i 34 SPACE ,_- - 36- 3 40 37 5820 20 3 TRASH COMPACTOR ROLL UP POOR 940 38 39 5820 940 40 41 C .820 _ - 42 940 4 TOTAL PHASE -LOAD 18805 15920 ' 11215 - 541,655 W TOTAL; CONNECTED LOAD 3 2 2615 ol0 290 PHASE. L.G. LOAD X 2596 TOTAL TOTAL `AMPS 12 A COMPUTED PHASE LOAD 21815 18210 19830 -0- - INDICATES CIRCUIT BREAKER LOCK ON DEVICE. \ CIRCUITS SHALL BE CONTROLLED BY (2) 6 POLE ELECTRICALLY HELD RELAYS J c:: SEE LIEHTIN6 CONTROL DIAGRAM 11H1S SHEET SAME AS 1, EXCEPT 2 POLE RELAY 1990 South Bundy Drive Fourth h Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 www.nadelarc.com HALLIS s GJNEERIN-G_ O INC�RP RATED CCNSU.TWG ELECTRICAL ENGINEERS 5410 WILSHIRE BLVD. SUITE 602 LOS ANGELES. CA. 90036 323 933-7068 � E-mail: ii: halIisehailis Com HE JOB No 09 -182: BY, LF. NEW . LOCATION.. ELECTRICAL ROOM �,N E �.._ 11,N, 1 1 5U5 225A �1 i1 iI BUS 225- MAIN. LUGS ONLY.. 11 CKT NO G. BKRS.: BOLT ON TYPE MIN.' 14000A , MOUNTING. SURFACE _ - VOLTAGE. 480V -50-4A 4W LOAD.: DESCRIPTION G. BKR GKT NO PHASE VA LOAD KT NO C. BKR G. BKR P AMP A B = G AMP P EXIST. EAC-I 3 q0 190 19660 1500 LIGHTING= FITTING RM. 2 a . 3 EXIST. EAG -2 (w TRACK L T5 19660 1500 LTS. (w TRACK L Zo 20 3' 19660 1500 ' - 20 1 TRACK LTS. 19660 (N) TRACK LTS. 1 _ - 5 LIGHTING -MALL ENTRANCE 1500 19660 20 TRACK K LT5. 1500 (N) TRACK LTS. 19660 20 2 7' # CONDENSER I 3 25 i 5315 I (N) TRACK LTS. a 20 3 CONDENSER #2 3540 Q LIGHTING- VALANCE 500 20 10 5515 I 10 1500 (w TRACK LTS. GA5E LT5. 5Y5. 202 20 .3540 MEA RI ER T6 ND 3 - - II' 1 DOCK LTS 5315 la I 20 13 3540 _ rw GA5E WARM SYS. 2DI (: SPACE 20 I 13 14 500:. (N) CHEGKSTAND #I I 20 15 SPACE 400 I SPARE 20 l IS : 500 GHEGKSTAND 2 I 16 17 1288 SPACE 40 0, SPARE 20 I ;.- 1080 ;: I8 (N) GHEGKSTAND #3 I 20 I`l SPACE 625 18 SPACE 20 l la l 250 iN) GHEGKSTAND 4 I 20 21 I 5PAGE rN) GOI L5 PRODUCE COOLER as 20 1 - EF 4 1115 (N) GHEGKSTAND #5 I 20 23 a0 1000 400 :::: 20 ;::: 23 E TA # (N) GH GK5 ND b I 24 25 400 SPACE SPARE 26 2Q, HP -5 25 30 25 (N) GHEGKSTAND #1 0 20 2'i 20 400 FG -4 28 20 2? UH - n15 (w GHEGKSTAND 8 a8 20 2a SPARE .400 30 20 29 ..ROOF RCPT. _ 360- (N) CUSTOMER SERVICE 29 20 31 400 1500 30 32 20 1955 lw L IGHTINb CONTROL 100 RE SPARE I 20 33, 3 32 I 34 20 i 33 SPARE i a0 35 SPARE I 34 20 35 OFFICE. RCPT 1600 36 , _ SF -4 1 15 37 120 1500 '. 38 I 3'7 SPACE 36 SPARE 38 I 15 3a 5PAGE /00 38 40 I 34 SPACE 5PAGE TOTAL. PHASE L.G. LOAD X 25% 40 SPAGE. 1:'-SPAGE 5PAGE 11356 40 41 41 SPACE 5PAGE 42 TOTAL PHASE LOAD 8180 10150 Q04O - 34 0 W TOTAL CONNECTED .LOAD ,� _ TOTAL AMPS 96 A 42 TOTAL ASE. AD L PH LO 48115 48115 48115 TOTAL. CONNECTED LOAD _ 150315 W - TOTAL AMPS 180 A TOTAL PHASE L.C. LOAD X 25% - 1930 1930 1930 COMPUTED. PHASE LOAD 50105 50105 50105 EXISTING LOCATION. ELECTRICAL ROOM �,N E �.._ 11,N, 1 1 5U5 225A �1 i1 11 BUS 225A MAIN. 150A G.B. 11 CKT NO G. BKRS.: BOLT ON TYPE MIN. I4 000A , �lOLTAGE.120 /208V 34� 4W : MOUNTING. , -FLUSH `, YOLTAGE. 120/208V-50-41N LOAD DESCRIPTION G. BKR GKT NO PHASE VA' LOAD G KT No'' .AMP G. BKR P P AMP A B' G P , P TRACK LTS. (w GKL 5. I 20 1_ 1500 LIGHTING= FITTING RM. 2 a . 20 1 (w TRACK L T5 1500. 1500 LTS. (w TRACK L Zo 20 3' 600 1500 20 - 20 1 TRACK LTS. 1500 (N) TRACK LTS. 1 20 5 5 LIGHTING -MALL ENTRANCE 1500 6 20 I TRACK K LT5. 1500 (N) TRACK LTS. ( 20 2 7' 1500 13ao .805 8 20 I (N) TRACK LTS. BAND 5AW ; 1500 (N) TRACK LTS. ' 1 20 Q LIGHTING- VALANCE 500 20 10 20 I TRACK LTS. (N) L 1500 (w TRACK LTS. GA5E LT5. 5Y5. 202 20 2160 MEA RI ER T6 ND 3 150 O it 20 1 DOCK LTS 300 la lw TEL. BD. I 20 13 360 _ rw GA5E WARM SYS. 2DI (: 14 , 20 I (N) AUTO DOORS 14 500:. (N) CHEGKSTAND #I I 20 15 1965 400 I I6 20 l rw AUTO DOORS...:.: : 500 GHEGKSTAND 2 I a0 17 1288 1965 40 0, AUTO MEAT WRAP 20 I - (N) REGEPT. SALES 1080 ;: I8 (N) GHEGKSTAND #3 I 20 I`l 400 625 IS ao 20 l SPARE 250 iN) GHEGKSTAND 4 I 20 21 I 400 rN) GOI L5 PRODUCE COOLER as 20 1 - EF 4 1115 (N) GHEGKSTAND #5 I 20 23 a0 1000 400 24, 20 2 SPARE 23 E TA # (N) GH GK5 ND b I 20 25 400 I SPARE 26 2Q, HP -5 2 30 25 (N) GHEGKSTAND #1 I 20 2'i 20 400 FG -4 28 20 I UH - n15 (w GHEGKSTAND 8 r 20 2a SPARE .400 30 20 2a ..ROOF RCPT. _ 360- (N) CUSTOMER SERVICE 29 20 31 400 1500 30 32 20 1955 lw L IGHTINb CONTROL 100 RE SPARE I 20 33, 3 32 I 34 20 i SPARE P SPARE i a0 35 SPARE I 34 20 'I OFFICE. RCPT 1600 36 , _ SF -4 1 15 37 120 1500 '. 38 I SPARE SPACE 36 SPARE - EF 1 I 15 3a 5PAGE /00 38 40 I SPARE SPACE 5PAGE TOTAL. PHASE L.G. LOAD X 25% 3010 SPAGE. 1:'-SPAGE 5PAGE 11356 40 41 5PAGE SPACE 5PAGE 42 TOTAL PHASE LOAD 8180 10150 Q04O - 34 0 W TOTAL CONNECTED .LOAD ,� _ TOTAL AMPS 96 A TOTAL. PHASE L.G. LOAD X 25% 2045 2685 1860 COMPUTED.. PHASE LOAD 10225 13435 10900 • K NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. NEW LOCATION. ELEGTRIGAL ROOM �,N E �.._ 11,N, 1 1 5U5 225A �1 i1 BU5 225 MAIN. LOAD DESCRIPTION BO TON TYPE G. BKRS. L IN I CKT NO MOUNTING. FLUSH �lOLTAGE.120 /208V 34� 4W LOAD DESCRIPTION G.` BKR GKT NO PHAS VA' L OAD KT NO G. BKR AMP P AMP A B G AMP P EA E M T SLIG R I 20 I 600 LIGHTING= FITTING RM. 2 20 3 F 5H G EANING MACH. I L 1500. MEAT SLICER 1- Zo 3 ...1500. 600 l000 20 - - I # A5E T5.5Y5.2B G L IZOs MEAT BAND SAW s ao _ ao 5 LIGHTING -MALL ENTRANCE 1320 Sal 20 i -1500. IaoB 20 _ GA5E FAN5 SYS.. 2B LIGHTING - VALANCE 20 13ao .805 20 20 3 BAND 5AW ; # (N) GA5E LT5. SYS. ZA 20 ..1320.. LIGHTING - VALANCE # N CASE WARM 5Y5. IA LIGHTING- VALANCE I 20 1320 Ilb 10 10 20 GA5E LT5. 5Y5. 202 1320 2160 MEA RI ER T6 ND 3 30 it 13 / 3300 2005. la ao 20 - GA5E T5. SYS. 202 ( w L 1320 I2 (N) PRODUCE/ PROD. COOLER LTS _ rw GA5E WARM SYS. 2DI (: 20 .2005 515 14 30 2 ICE MACHINE ROL -UP DOOR L (N) PREFAB. COOLER LTS 1965 N _ O G ASE WARM SYS. 201 I 20 IS- 110 2005 20 I6 20 I (N) GA5E LT5.. SYS. 2DI 1288 1965 (w .GA5E WARM. 5Y5. # 202 AUTO MEAT WRAP 2 a0 17 20 1093 250 : 20 I MANU WRAPES AL 625 IS ( 20 Iq Ia 250 ao 20 _ 20 I s�ARe rN) GOI L5 PRODUCE COOLER GONYIN. RCPT... 21 20 21 540 20 22 a0 1000 . SPARE FRYER CONTROL F 20 23 500 SPACE aoo 20 I SPARE (N) REGEPT. - OFFICE 2Q, HP -5 2 30 25 955. 26 20 26 20 a FG -4 1600 ao 2"1 360 1955 Zo 28 SPARE A SP RE i 1600 2a FC -5 2 20 29 ao I Iboo 1500 30 2 HP -4 1955 p ;32 31 1600 5PAGE 3 32 I 20 33 SPACE SPARE I a0 33 SPARE I 34 20 I SPARE SPACE SPARE I ao 35, 36 1500 20 I SPARE 1500 36 SPARE 20 3"I 42 5PAGE SPACE 38 `20 I SPARE 8040 5PAGE TOTAL. PHASE L.G. LOAD X 25% 3010 SPAGE. 2615 5PAGE 11356 40 41 5PAGE 5PAGE 41 42 TOTA PHASE LOAD L 8346 -' 1686 8040 5PAGE T A PHASE L.G. LOAD X 2530 OT L 4a :TOTAL PHASE LOAD 11010 14305 14915 TOTAL G ONNEGTED LOAD ,8 _ TOTAL AMPS 133 A TOTAL PHASE L.G. LOAD X 25� 490 490 490 COMPUTED PHASE LOAD 11560 14195 15465 EXISTING LOCATION �,N E �.._ 11,N, 1 1 5U5 225A 11 11 BU5 2 25 MAIN. A B. LOAD DESCRIPTION G BKRS.: BOLT ON :TYPE MIN: 14 000A CKT NO MOUNTING SURFACE _ _ VOLTAGE V 3d� 4W 120/208 LO AD DESGR P TaON NO G. BKR KT ND AS 'YA L OAD KT NO G : BK R AMP P AMP A B G AMP P 516N 20 1 1000 LIGHTING= FITTING RM. 2 2 O 1` (w GA5E LT5. 5Y5. IA 1460 51 6N I O 3 LI&HTIN6- ENTRANCE l000 20 5 Zo I # A5E T5.5Y5.2B G L IZOs 20 # (NJ GA SE FAN5 5Y5. IA I _ ao 5 LIGHTING -MALL ENTRANCE I Sal 20 i # (N) GA5E LT5. 5Y5. 2B IaoB 20 _ GA5E FAN5 SYS.. 2B LIGHTING - VALANCE 20 7 .805 20 20 # (N) GA5E LT5. SYS. ZA 20 966 LIGHTING - VALANCE # N CASE WARM 5Y5. IA LIGHTING- VALANCE I 20 II / Ilb 10 20 GA5E LT5. 5Y5. 202 1010 2160 (w G ASE FAN5 5Y5. 2A UNIT HEATER.* 20 it 13 / 3300 360 ao 20 - GA5E T5. SYS. 202 ( w L 128a I2 (N) PRODUCE/ PROD. COOLER LTS _ rw GA5E WARM SYS. 2DI (: 20 l3 515 I.. 14 -30 f ROL -UP DOOR L (N) PREFAB. COOLER LTS l9ao N _ O G ASE WARM SYS. 201 I 20 15 110 184 20 I6 20 I (N) GA5E LT5.. SYS. 2DI 1288 (w .GA5E WARM. 5Y5. # 202 I ; a0 ly 20 1093 20 T AY CABINET ( N ) L 6.REL 200 I S # (N) GA5E WARM. 5Y5. 202 ( 20 Iq 360 ao 2 D I _ (N) REEPT. 5ALE5 1ao rN) GOI L5 PRODUCE COOLER 20 21 4 414 22 20 SPACE - iN) REGEPT. WRAPPER 1000 (w AI PANEL I 20 23 6 500 SPACE a0 5 ARE 24 (N) REGEPT. - OFFICE 1 20 25 � 26 20 I SPARE rw REG EFT.- - OFFICE ao 2"1 360 28 Zo l SPARE A SP RE i ao 2a 1500 O ao I SPARE 1500 SPARE � ao 31 , 34 ;32 SPACE 5PAGE 3 SPARE I 20 33 SPACE 34 5PAGE SPARE I 20 35 . SPACE SPACE 3 5PAGE 36 5PAGE SPACE 3't SPACE 38 5PAGE 42 5PAGE SPACE 3a 8346 1686 8040 40 TOTAL. PHASE L.G. LOAD X 25% 3010 SPAGE. 2615 5PAGE 11356 9916 41 5PAGE 42 TOTA PHASE LOAD L 8346 -' 1686 8040 - 31981 lI TOTAL CONNECTED LOAD , - A AMPS 89 A `TOT L T A PHASE L.G. LOAD X 2530 OT L 3010 2290 2615 COMPUTED PHASE LOAD 11356 9916 10655 * NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. OCIRCUITS SHALL BE CONTROLLED BY 8 POLE ELECTRICALLY HELD RELAYS SEE LIGHTING CONTROL DIAGRAM THIS SHEET EXISTING LOCATION: �,N E �.._ 11,N, 1 1 5U5 225A MAIN: 150A G.B. G. BKRS.: BOLT ON TYPE MIN. 14,000A MOUNTING: SURFACE VOLTAGE: 211 /480V -50 -4W LOAD DESCRIPTION C. BKR CKT NO PHASE VA LOADGKT NO G. BKR P AMP A 8 C AMP LIGHTING- FITTING RM. ' I 20 2 26 20 1 LIGHTING -SALES LIGHTING= FITTING RM. I 20 20 I LIEHTIN6 -SALES 2185 LI&HTIN6- ENTRANCE I 20 5 1260 20 I LIGHTING -SALES 2300 '6 LIGHTING -MALL ENTRANCE I 20 1S 20 I LIGHTING - VALANCE LIGHTING -STOCK RM. I 20 60 1O 20 I LIGHTING - VALANCE LIGHTING- VALANCE I 20 II / 3525 20 I LIGHTING- VALANCE 2160 I2 UNIT HEATER.* I 20 13 / 3300 14 20 I SPARE (N) PRODUCE/ PROD. COOLER LTS I 20 I 1085 I.. 20 I SPARE (N) PREFAB. COOLER LTS 1 20 1 110 20 ( SPARE la SPACE I 20 SPACE 5PAGE ,__- 22 SPACE SPACE 22 4 SPACE SPACE 2 6 SPACE SPACE a 8 SPACE SPACE SPACE SPACE ,_- 5PAGE 3 34 SPACE SPACE 3 36 SPACE SPACE .- 38 SPACE SPACE 3 42 SPACE SPACE 42 SPACE TOTAL PHASE LOAD 8346 1686 8040 TOTAL CONNECTED. LOAD = ' 31,981_ V TOTAL AMPS - 89 A TOTAL. PHASE L.G. LOAD X 25% 3010 2290 2615 COMPUTED PHASE LOAD 11356 9916 10655 * NEW CIRCUIT BREAKER IN PANEL SPACE TO MATCH EXISTING. LOCATE IN OFFICE COORDINATE EXACT LOCATION 1N/OWNER. (TYPICAL) PNL. "GL" GONTA . TYPICAL RELAY RELAY 2 -iF- -ELECTRICALLY HELD RELAY WITH 20A RATED NORMALY OPEN G0NTAGTS. SEE PANEL SCHED. FOR NUMBER OF POLE FOR EACH RELAY. - OVERRIDE SWITCHES 2 -HOUR TIME SWITCH' MARK TIME #a028I LABEL "LIGHTING OVERRIDE SWITCH° I20V -1 4 LIGHTING CONTROL DIAGRAM JOB NO. SHEET NUMBER I/b " •11 -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 RETAILARCHITECTS. LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 PERMIT AND APPROVAL r•r■ne llar�'Gf1 B.D. SUBMITTAL: 00 -00 -00 ACCESS DOOR SUPPORT FROM STRUCTURE RU RE MAX 4 -0 II O.C.' APPROVED CLASS 0 O CLASS ' R L ASS 1 F LEXISLE DUCT, DIAMETER EQUAL TO IFF D USER NECK E SIZE (MAX.:: LENGTH 4' -0 ") SECURE WITH WORM DRIVE METAL CLAMP (TYPICAL) 11,2" MIN. ,26 GA DUCT WI-ERE WH RIGID UCT D cRE BRANCH ` UCT` EXTENDS D E . 1'' L -0:II A ON AND LONGER '\. TYPICAL CEILING DIFFUSER LAY -IN CEILING BR4NC 4 DUCT -SPIN IN FITTING WITH HAND DAMPER AND LOCKING' QUADRANT IAGONAL WIRING 5RACING SECURE TO STRUCTURE TYP. DIFFUSER CONNECTION DETAIL SCALE: NONE LEGEND`: 0 e 0 0 e 0 A • ACCESS HOLE 1/4" (6mm) . ( ) DI A 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 CLIPS ALUMINUN TAPE COVERING ALL EXPOSED EDGES SPOOL PIECES FOR THREADED RODS. 1/4" 6mm DIA. WING NUTS. GREASE TIGHT GASKET RATED FOR 1500°F NOTE F1REMASTER FASTWARP XL MUST BE INSTALLED. PER ALL SPECIFEC REQUIRMENTS ENTS OF THE PRODUCT US11NG AND IN COMPLICE WITH ERS- 2213 FIGURE 2 AND ALL OTHER TERMAL CERAMICS PRODUCT DATA & INTALLA TtON ;GUIDE.. THERMAL CERAMICS FIRE WRAP ACCESS DOOR DETAIL SCALE: NONE 10' -0° MIN. SUPPLY FAN- EXHAUST TERMINATION - 10' -0" MIN. PROM ADJACENT BUILDING,4DJACENT PROPERTY LINE, AIR INTAKES' AND 10' -0 " 'ABOVE ADJOINING GRADE LEVEL UL LISTED EXHAUST FAN WITH HINGED BASE, SET WITH DISCHARGE 40 INCH MINIMUM ABOVE ROOF LINE PROTECT CORROSION OUTDOOR DUCTS AGAINST MIN. CLEARANCE OF 18 BETWEEN THE TYPE ONE HOOD AND ANY COMBUSTIBLE MATERIAL TYPICAL N ALL DIRECTIONS UNLESS NONABSORBENT AND NONCOMBUSTABLE MATERIAL. I8 INSTALLED COMPLY WITH ALL REQUIREMENTS OF 2006 UMC. NOTE: 15% OF TOTAL. MAKE •UP AIR WILL DIRECTLY SUPPLY TO THE HOOD AND 25% WILL SUPPLY 10 THE KITCHEN AREA AND TOTAL MAKE -UP AIR IS EQUAL TO EXHAUST AIR FROM HOOD. UL LISTED GREASE FILTERS SEE 48° MAX 33' MN. DISTANCE LE FOR SIZE AND QUANTITY BETWEEN COOKING SURFACE AND THE BOTTOM OF THE HOOD COOKING EQUIPMENT NOTE: SHUNT ACROSS COMMON AND FAN TERMINAL TO ENSURE CONSTANT FAN OPERATION DURING TIME CLOCK 'ON' TIMES N ORDER TO DEACTIVATE 'AUTO' FAN MODE ON THERMOSTAT DISCONNECT SWITCH. THERMOSTAT ON -OFF, 2 STAGE HEAT, 2 STAGE COOL, AUTO CHANGEOVER WITH SUBBASE AND COVER. (PROGRAMMABLE) W/ BUILT -IN TIME CLOCK. CDOCDOC)CDCDE) 0000000e PLUG (TYPICAL) MON CONDENSATE IRA PER CODE FOR CONTINUATION SEE PLUMBING DRAWINGS ECONOMIZER ,ACCESSORY HOOD. EXIBLE CONNECTIONS .�•1.14k , INSTALLED ABOVE ROOF. 1 M 2 AIM 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" 141G14 LEVEL PLATFORM BY GENERAL CONT: 1 - AIR CONDITIONING -UNIT BOLT (TYP) SHEET METAL STRAP COUNTER FLASHING PROVIDED BY MECHANICAL CONT. ROOF FELT 13Y GENERAL CONT. PLYWOOD CANT BY GENERAL CONT. BUILT UP ROOFING AC UNITS PRE -FAB ROOF CURB AG UNITS TO BE ANCHORED TO THE CURS AND PLATFORM AS SHOUN DUCT MAY EE LINED, SEE PALN FOR SIZE 4 LINING WHERE REQUIRED SET COUNTER - FLAS 4ING IN BEAD OF CAULKING 4 LAG TO CURB 2.5 "x2.5" CANT STRIP DUCT THRU ROOF DETAIL GENERAL NOTES 1) THE MECHANICAL CONTRACTOR SHALL FURNISH ALL MATERIAL, LA50R, EQUIPMENT, APPURTENANCES, AND ALL CONTRACTUAL EXPENSES REQUIRED FOR THE COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM TO THE SATISFACTION OF THE 0U•4ER,` ARCHITECT AND MECHANICAL' ENGINEER. 2) THE INSTALLATION SHALL COMPLY WITH 4, SE INSTALLED IN ACCORDANCE WITH ALL LEGALLY CONSTITUTED AUTHORITIES 6 CODES HAVING JURISDICTION: ALSO ALL NE 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 THIS JOB. 5) COORDINATE NE SIZE, LOCATION, e 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) CO ORD INATE THE LOCATION OF A LL CEILING G D IFFUS ER, RE GIS TER GR LLE S 4 E TC. WITH THE ARCHITECTURAL RAL REFLECTED CEILING PLAN. 1) ` ALL SHEET METAL DUCTWORK SHALL 8E NEW GALVANIZED SHEET METAL DUCT G,4UGE5, CONSTRUCTION SUPPORT, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2001 CMC (604) ALSO REFER TO DETAIL 1 ON SHEET M -1 AND SMACNA. 8) ALL INSTALLATIONS MUST COMPLY WITH THE MANUFACTURER REQUIREMENTS INCLUDING THE 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) FLEXISLE CONNECTIONS SHALL 8E PROVIDED FOR ALL DUCTWORK ATTACHED TO AIR MOVING EQUIPMENT MOUNTED ON OR SUSPENDED FROM VIBRATION ISOLATORS. FLEXISLE CONNECTIONS SHALL 8E 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 8, 2006 INTERNATIONAL MECHANICAL CODE/ SMACNA 4 WA 'STATE AMENDMENTS/ 2006 WA STATE ENERGY CODE. 12) THE ELECTRICAL AND PLUMBING: CONTRACTORS SHALL PROVIDE FLEX18LE 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 SQUIRED 8Y LEGALLY CONSTITUTED AUTHORITIES AND CODES HAVING JURISDICTION. COMPLIANCE WITH SECTION 6063. SM OKE DETECTORS REQUIRED B Y THIS SECTION SHALL SE INSTA L LED IN ACCORDANCE WI TH NF PA 12. ACCESS TO ' BE PROV IDED FOR INSPECTION A ND MAINTANE NC . SE CTION 606:4. UP ON ACTIVATION THE SMOKE DETECTORS SHALL SHUT DOWN ALL OPERATIONAL CAP A I LI TI E Or THE AI R D iST I UTION SYSTEM. SECTION( 606.4.1. TH E D UCT SMOKE DETECTOR-6 WALL SE CONNECTED TO A FI RE A SYSTEM. 15) PAINT PLEN UM BE HIN D E ACH GRILLE OR REG IST ER WITH FLAT T BLACK PAINT. 16) ?BALANCE AND ADJUST A LL DIFFUSERS, REGISTERS, ETC. FOR OPTIMUM AIR DISTRIBUTION AND MINIMUM NOISE. SU MIT ,4 CERTIFIED Al 15A LANCE T TO TH M CHANIC ENGINEER A A B ER ED R B L E REPOR E E AL E G NEER FOR PPROVAL. !BALANCING OF TO THE SYSTEMS SHALL BE PERFOMED � Y AN I NDEPENDE NT TE ST AN D S AL ANCIN GAGE E NCY WHICH SPECIALIZES IN THE BALANCING AND TESTING OF HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS. AL SO PRO VI DE CO PY OF TH E TESTING AND BALANCING REPORT TO THE CITY OF TUKWILA BUILDING INSPECTOR PRIOR TO FINAL INSPECTION. ONLY A QUALIFIED NE85 OR AAEC BALANCING AGENCY MUST PERFOi ME T1-116 WORK. 11) A5- BUILT RECORD PRINTS MUST SE PROVIDED PRIOR TO J08 COMPLETION. 18) FLEXISLE DUCT SHALL BE THERMAFLEX 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 EE 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 514EET M -1. 21) THE MECHANICAL CONTRACTOR SHALL` REVIEW ALL OTHER DRAWINGS (ARCHITECTURAL PLUMBING AND ELECTRICAL) AND SPECIFICATIONS CONTAINED IN NE CONSTRUCTION DOCUMENTS FOR ITEM5 TO 5E INCLUDED IN HIS WORK WHICl 4 MAY NOT S CIFICA Y SHOUJN H ON TH MECHANICAL WINS. UN NO RK BE PE LL ERE E E AL DRA G DER CIRCUMSTANCES SHALL ADITIONAL COMPENSATION 8E DUE THE MECHANICAL CONTRACTOR FOR WORK 51401LN IN OTH ER L OCATIONS OF THE CONS TRUC TION DOCUMENTS WHICH WAS NOT SUBMITTED WITH THE ORIGINAL BID. 1 22) H OR I ONTA L D UCT SU P P 'O T IN G ME ANS AND S P ACING PER . 2006 INTERNATIONAL TIONAL MECHANICAL CODE/ SMACNA. EXHAUST FAN SCHEDULE SYMBOL MARK MAKE `& MODEL NO CFM S.P. RPM HP OL GE /PH VOLTAGE/PH AREA SERVED ROOF OPENING WEIGHT NOTES la CAPTIVE AIRE NCAI4FA 1,300 0.9" 697 1/2 208V, 3 PH HOOD # 1 » » 20"x20" 140 LBS. (5) RANGES, (1) OVEN ® CAPTIVE AIRE NSAU2 -G12 2,625 CAPTIVE AIRE NCAI6FA 3,500 1.0" 208V, 3 PH 1.5 208V, 3 PH HOOD # 2 24 "x24" 190 LBS. ® Q CAPTIVE AIRE NSAU2 -G12 Ark CAPTIVE 'AIRE NCAI6FA 3,600 1.0 1,191 1.5 208V, 3 PH HOOD 3 24"x24" 190 LBS. 9 0 1 350 0 Ark CAPTIVE AIRE NCA14FA 1,300 0.9" 0.333 1 /2 115V, 1 PH HOOD # 4 20"x20" 140 LBS. Q ® (1) STEAMER _ GREENHECK GB- 300 -LMDX 7,100 1.0" 4 3 208V, 3 PH SALES AREA 32.5" x32.5 0.4 230V./1 v 30 la GREENHECK SP 8110- D Q 110 .25 950 1 12 / 120V, P 1 PH VALERIO'S TOILET 6 DIA. 30 LBS. 1,600 ICY 0.4 230V./1 GREENHECK G6 071 400 0.5 - 1,247 1 4 / 120V, 1 PH MARKET TOILET 14.5 "x14.5 AHP18B 1.5 MY 67 600 GREENHECK CSP 8150 _ 148 » .25 1,050 1/8 120V, P 12 1 PH OFFICE 7" DIA. JYORK 0 YORK ■HP18B ilk CK GREENHECK SP- B110=QD ' 110 .25" 950 1/12 120V 1 PH ' PHARMACY TOILET 6" DIA. 30 LBS. 4HK6500206 d (a CAPTIVE AIRE NCAI OFA 1,350 0.5" 1,112 0.333 120V, 1 PH HOOD ,# 5 16 "x16" 120 LBS. $0 d GREENHECK Q:Q- CUBE- 098 -4G -QD 450 (15» 1,500 1/4 120V, 1 PH HOOD # 6 14.5 "x14.5" 75 LBS. Q CONTROL W/ 120V INLINE THERMOSTAT GOOSENECK 18 G.A. SHT. METAL 1/2" MESH NO. 16 GA. GALV. BIRD SCREEN IN REMOVABLE FRAME. DOUBLE THICK 6'' BASE LAG MAX SCREWS W/ WASHER TO BASE 6" ON CENTER NAIL COLLAR ON6 "O.0 4 MASTIC. 8 x 12 UCT D SEE PL AN FOR CONSTRUCTION Kt TURNING VANES - 1" x 1" BHT. METAL ANGLE SOLDER TO BOTTOM OF GOOSENECK RIVET FLA HAS ING COLLAR TO GOOSENECK 4 CONTINOUS SOLDER ROOF SPLIT FLASHING CO 20 .I. LLAR GA. G RIVET 4 SOLDER N PLACE SCALE: NONE un® �1 (L) DL. VL. SA EXH EF CONT CFM A$V SDI CLG OPNII G FOC LL. TV. U/C SD. PC. TG. MUA. UTR. 'DIA. NEW DUCTWORK W/ SIZE INDICATED EXISTING DUCTWORK TO REM AN EQUIPMENT ON ROOF 51-10WN ON PLAN FLEXIBLE DUCT . SECTION THRU RECTANGULAR SUPPLY DUCT. SECTION TI-1RU RECTANGULAR RETURN DUCT. SECTION THRU RECTANGULAR EXHAUST. DUCT. SUPPLY DIFFUSER (SD.) (ARROW SHOWS, DIRECTION OF FLOW) RE TU RN GRILLE (RCJ , O R RE TU RN 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 SY MECH. CONTRACTOR 8Y `ELEC. CONTRACTOR LINED DUCT DOOR LOUVER YERIFY LOCATION AT FIELD SUPPLY AIR RETURN AIR EXHAUST EXHAUST FAN CONTINUATION CU IC FEET PER MINUTE 8 A B O VE 8 ACK DRAFT DAMPER PER CEILING ING � OPENING POINT OF CONNECTION AN O L DL RD TURNING' VANES MINIMUM 1" DOOR UNDERCUT SMOKE DETECTOR OKE DETE R FLEXISLE CONNECTION TRANSFER GRILLE MAKE UP AIR UP THROUGH 8001= DIAMETER MINIMUM 1" UN DER CUT 16X16" DOOR LOUVER SUPPLY FAN SCHEDULE SYMBOL ARK MAKE & MODEL NO CFM S.P. RPM HP VOLTAGE PH AREA SERVED ROOF OPENING WEIGHT NOTES O CAPTIVE AIRE NSAU1 -G10 1,105 0.5 697 0.333 115V, 1 PH HOOD # 1 „ 23"x23" 184 LBS. (5) RANGES, (1) OVEN ® CAPTIVE AIRE NSAU2 -G12 2,625 0.5" 663 0.750 208V, 3 PH HOOD # 2 32.5 "x32.5" 275 LBS. „ » 16 0 ® Q CAPTIVE AIRE NSAU2 -G12 2,700 0.5 669 0.750 208V, 3 PH HOOD # 3 " „ 32.5 x32.5 275 LBS. _ O 9 0 1 350 0 CAPTIVE AIRE NSAU1 -G10 1,105 . 0.5 697 0.333 115V, 1 PH HOOD # 4 ,� » 23.x23 184 LBS. 450 Q HOOD SCHEDULE SYMBOL- MARK ENGTH LENGTH EXHAUST :CFM � MAKE UP CFM , - S.P. - APPLIANCE UNDER HOOD EXHAUST DUCT MODEL MAKE &MOD _ „ 6'-6" 1,300 1,105 0.370 (3) RANGES O „ f 12 x10 CAPTIVE AIRE _ _ _ _ 4824 ND 2 PSP F 0 v 15 6 3,500 2,625 - 0.454 (5) RANGES, (1) OVEN » 16 x16 CAPTIVE AIRE - - - _ 5424 ND 2PSP F 0 MY 10.6 - „ 12 8 3 600 2 700 ! 0.525 GRIDDLE, (1) RICE COOKER O !O �O (3) FRYER (2) „ » 16 CAPTIVE AIRE _ 4824 -ND2 PSP F ® Q 80 0 r� » 6 6 1,300 1 10 5 0.370 (3) FRYER » » 10 x12 CAPTIVE AIRE _ 4824 ND 2 PSP F _ _ 9 0 1 350 0 0.109 OVEN 14 x8 CAPTIVE AIRE 4224 VHB G AEL _ MY 0.4 AIL 3' -0 450 0 0.109 (1) STEAMER 12 x12 TYPE II CANOPY HOOD 36 "36" " x24 0 YORK AHP48D NOTES: EACH 1400P AND RELATED EXHAUST FANS AND MAKE -UP AIR UNITS ARE ELECTRICALLY INTERLOCKED. EACH HOOD IS EQUIPED WITH AN APPROVED ANSUL FIRE PROTECTION SYSTEM TWAT WILL TURN OPP THE GAS VALVE TO ALL THE COOKING EQUIPMENT UNDER THE HOOD AND ENERGIZE THE ANSUL SYSTEM At SAME TIME o MARK (ACF #) MANUFACTURER REZNOR TYPE HEATING INPUT (MBH) OUTPUT (MBH) 839E VOLTS/PH ELECTRICAL FIELD ADJUSTED FOR OPERATIONS AT SITE ELEVATION: 120/24 VOLT CONTROLS. AIR `' CONDITIONING AND FAN ; COIL SCHEDULE I.D. TAG MANUFACTURER & MODEL NO. NOMINAL TONNAGE COIL EAT AIR OW _CFM O.A. (CFM) EXT.S.P (IN. W.C.) VOLTS CHAS UNIT TOTAL HEAl1NG CAPACITY (KW)- MODEL WEIGHT REMARKS 'F db 'F wb MCA FUSE EXISTING TRANE SFHC -C304 30 80 67 00 15,000 1,500 2.0 460V./3 - 10.6 _ _ _ EXISTING UNIT FLA = 75 A v >=AC EXISTING TRANE SFHC -C304 30 80 67 15,000 1,500 2.0 460V./3 - - _ _ _ EXISTING _UNIT FLA _ 75 �` 0 © YORK AHP36C 3 80 67 1,200 120 0.4 230V./1 29.5 30 4.8 4HK6500506 159 LBS. 24,000 20000 D YORK AHP48D 4 80 67 1,600 160 0.4 230V./1 29.8 30 4.8 4HK6500506 179 LBS. 20000 1E1F ArAk YORK AHP48D 4 80 67 1,600 160 0.4 230V./1 29.8 30 4.8 4HK6501006 179 LBS. AHP18B 1.5 80 67 600 50 0.4 230V./1 15.4 20 2.5 4HK6500206 125 LBS. JYORK YORK ■HP18B 1.5 80 67 600 50 0.4 230V./1 15.4 20 2.5 4HK6500206 125 LBS. (a SPLIT SYSTEM HEAT -PUMP SCHEDULE UNIT NUMBER MAKE 1 MODEL NOMINAL CAPACITY (TON) COOLING CAPACITY Bmw - HEATING CAPACITY 137137%1 T ELECTRICAL DATA TOTAL NOTES VOLT. PIS HZ. MCA MRCP SEER fiA YORK / 1HG036 3 36,000 28,000 208 3 60 Ds 20 13 10.6 220 LOCATED ON ROOF ON STRUCTURAL MEMBER 0 r YORK / 1140048 4 48000 34,000 208 3 60 153 B 13 125 250 LOCATED ON ROOF ON STRUCTURAL MEMBER irk YORK / WHCO48 4 48,000 34000 208 3 60 1.2 5 G 125 250 LOCATED ON ROOF ON STRUCTURAL MEMBER AEI YORK / Y2130241l 2 24,000 20000 208 1 60 183 62 250 LOCATED ON ROOF ON STRUCTURAL. MEMBER litr YORK / YZ3302411 a 24,000 20000 208 1 60 18B 14 12 230 ER LOCATED ON ROOF ON STRUCTURAL MEMBER RECEIV A APR 012iRMIT ND PERMIT CE1A -U0 L R D 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 IMPFEB so/2V2O CONSULTAN r U - o cor cc cn aiTD. ro CC r E d LL. Oirim 0 W, 0 0. ®Z m wZ Z w 0 2 5 o co 1= 0 z W REVISIONS: 1Q 03-01 -2010 L 03 -24 -2010 ■ 0 A DATE 121709 JOB NO. 09293 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 .0 30.........., _ (� 1r.,..:.,,,,e l I ®� '. .• :aX. lIh1 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 ►: .■•...■•..•••••L 11 ncii i1I 1" IS� ♦••/�� . 0 1 • :: All r II„ Fo,,,,0 L 4 ��.�4.4iee." 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Ili■ /46411i11111215111rIcill% 28"x4-6" moms II MI 111=11111 ®11 I _ llati ® ■®1111 ®1 ` -6 � L° IIIIIII �- W trom. ° ram '1111®1t 211■111.11ill m _.► /�� . 1 ••1111 __ =�. —� - -- -- 0 ®�1��R11�1iImtlNmmm°®'d:I•iomm ®4�a� �/ I®®�1_ , ®111 ��/9,- '® I - .._.�. .� ®- �� o'• - . ®r�L.��.— I �_ ��■ , ;_.I; ATE ► =; ". ' .�Ai ■il®•w__.��os ►.�is!I ®�- 14' 1 �';% C � "mil `'� ri'� -1- :I ,MI:; ∎II / ®i •1iuII.II® ® ®® 11 — tea.. —.� .. Ips-.:I -Ir =— / %� _■ t � !_. —Elul rrl�V■iEli"..��Iiifl�'_�I i.■ IiiP� Imo. - �� 1� [�l ��.,�r � Y_. k_ 1r L•'dI •ter�r-�� -� � � `11�twin l��! -� �,,,::I� X11 _- RG -2 1440 CFM 2 DUCT UP TO F TO GOOSE NECK COV OPENING WITH " ALVANIZED STEEL WIRE MESH. 110 am SIM I ®`��.�.� X11 rAO 1:11 ;rm. • ill 1 it •� _ 7 L ain:r _ m its :q;,�`�1�1' ■11���' /���' r h � ",�.� � i� = � .- .. -���o � LW II�!�!11 ® ®1:1■nI■IIi1_IIUI� ■� 11111 MIMI/ =o Al �■ NES AI AINTILIESITMS; ■1111®I / ® ®% ® ®%1 1 ®11461 ! I11rl®E11111 ® "161/11M®•el: ■I 1111101111119Wit=42Z0 ®® ®®iiIn®® ®11` 14 "x14" 12 "x14" REVISIONS: DATE JOB NO. NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00- 00-00 SCALE 1 /8 " =1' -0" B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 Nadel Retail Architects, LLP 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 10"x10" DUCT UP TO ROOF TO GOOSE NECK COVER OPENING WITH 1/2" GALVANIZED STEEL WIRE MESH. 12 "x12" DUCT UP TO ROOF TO GOOSE NECK COVER OPENING WITH 1/2" GALVANIZED STEEL WIRE MESH. /p, 1 ' 1 -- HORIZ 1 NTAL DISTANCE BETWEEN TYPE HOOD EXHAUST FANS AND AIR I AKE HOOD OF ; SUPPLY FANS UST NOT BE LESS THAN 10' -0 AS SHOWN. DATE JOB NO. SH ET NUMBER SCALE 1/8"=r-- 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 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' 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 15 NOT LARGE ENOUGH TO ACCOMMODATE A PANEL 16x24 THE HEIGHT OF THE PANEL MAY VARY BY THE WE IC -HT OF THE DUCT MINUS 2" E3UT THE WIDTH OF THE PANEL SHOULD NOT BE COMPROMISED. 1=URTHER THE ACCESS DOORS IN THE SHAFT SHOULD Be 12n LARGER THAN THE DUCT ACCESS PANELS IN THE DIR- ECTION ;THE DUCT WILL 5E CLEANED, TO ALL OW F OR ANGU A R ACC SS 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, OTl -IER DUCTS OR BUILDING STRUCTURE, TO ENABLE T1-1E DOORS TO SWING INTO A FULLY OPEN POSITION AN APPROVED FIRE EXTINGUISHING SYSTEM SHALL 5E PROVIDED FOR THE PROTECTION OF ALL COMMERCIAL GREASE HOODS AND DUCTS. ALL FIRE EXTINGUISHING SYSTEMS SHALL 5E IN- TERCONNECTED TO THE FUEL OR CUR- RENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL THE EQUIPMENT WHEN THE FIRE EXTINGUISHING SYSTEM IS ACTIVATED, IN COMPLIANCE WITH 2001 WASHINGTON MECHANICAL CODE. A THE COMPENSATING AIR QUANTITY IS BASED ON 80% OF THE EXHAUST CFM THE REMAINING 20% IS INTRODUCED TO THE AREA THRU THE A/C SYSTEM. 0/416■ Alk‘NAA. /1 r Fifl 1111 .. ..,3_, _f-.4iti/...10■47r4;4J°1411=..11.44"...k 1 2 0 P. 4 1 , 4mWr ) _ AIi1SI _ i AIL !i ll glii.. Mall VitlimPill,;(-4,,,,,*,-*-4 iii/ IPP ../. _. + 4.11 Alpilem !Ninon ._,__.__ ___,,„. rfr-jr.,..,* l'i — 2 i1IP �O , V I NG 1. LI . v imiiiiiii rwii,. !1'1!1!1!1!&• . 3 O � Iii! II y - itokl,,NAIIwci r • I N 11111 I Muil I ' I ,JJW A I •@tom_. �e� A 1 .6i- ®® _ ir =i �a7_ _ _ _ 114 I 11!__l ®1 i-.111111la` II ®1 1m 111i kk llilAl I Im8 g 9s 1_ ai amig _ ima- ry • :Iii__ `' 'w z.z.: \/0110 ' 1 \, / \► WAiiI __ 1 DRAT BD • r / irAi E r 1111 ,1 `!I® ®■1G 1_11' 1 1 ILi 1.1q11 Ali WHEN TYPE I HOOD FIRE EXTINGUISHER SYSTEM DISCHARGES, MAKE UP AIR SUPPLIED INTERNALLY TO A HOOD SHALL 5E SHUT OFF. THE CITY OF TUKWILA WILL CONDUCT AN INSPECTION AND TEST TO INSURE SI-IUT DOWN OF MAKE UP AIR. MAKE UP AIR SHALL SE IN COMPLIANCE WITH SECTION 508:1 4 508.1.1 OP THE 2006 IMC. SECTION 5063.12. MAKE UP AIR DUCTS CONNECTING TO OR WITHIN 18 INCHES OF A TYPE I HOOD SHALL SE CONSTRUCTED 4 INSTALLED IN ACCORDANCE WITH SECTIONS 603.1, 6033, 603.4, 603.9, 603.10 4 603.12. DUCT INSULATION INSTALLED WITHING 18 INCHES OF TYPE 1 HOOD 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 SY MEANS OF NEAT SENSORS OR 5Y OTHER APPROVED METHODS. SECTION 50633.1 OF THE 2006 INC. A GREASE DUCT TEST SHALL 5E PERFORMED FOR THE ENTIRE DUCT SYSTEM INCLUDING THE HOOD TO DUCT CONNECTION. THE DUCT WORK SHALL BE PERMITTED TO BE TESTED IN SECTIONS, PROVIDED THAT EVERY JOINT IS TESTED. SPECIAL INSPECTIONS ARE REQUIRED FOR ALL GREASE DUCTS 4 HOODS THROUGH A QUALIFIED/ WA50 CERTIFIED AGENCY PRIOR TO INSTALLATION AND /OR DUCT INSULATION. SCALE 1 /4 " =1' -0'� DIFFUSERS, REGISTERS AND GRILLES SCHEDULE t'Ii:R. SIRE MOUNTING MATERIAL __ SYMBOL CATALOG MOD. NEGK SIDE GIG. DUCT STEEL ALUM. AMISH DAMPER NO. WALL SD -1 KRUEGER 12 "x12" 6 "o B A 100 -120 1400 SD -2 KRUEGER 8 "X8" 6 "x6" 50 -195 880H SD -3 KRUEGER 24 "x24" 10 "0 • B A 220 -400 1400 SD -4 KRUEGER 24 "x24" 12 "0 400 -500 1,400 SD -5 KRUEGER 24 x24" 15 "h 700 -850 SD -6 KRUEGER 28 "x12" 26 "x10" 800 -910 880H LSD -1 FT10 24" 24" B A 200 RG -1 KRUEGER 18 "x18" 16 "x16" B 500 -800 580H RG -2 KRUEGER 24 "x24" 22 "x22" B 1080 -2000 580H RG -3 ` KRUEGER 24 "x48" 22 "x46" B 2500 -375C 580H RG -4 KRUEGER 28 "x28" 26 "x26" B 2500 -375C EG -1 KRUEGER 12 "x8" 10 "x6" ° B 50 -100 580H KRUEGER EG -2 580H 18"x18" 16"x16" B 500 -800 TG -1 KRUEGER 36 x12" B 580H - Aigill 1 , v fttrom., ,...ing zuhars.4-- Ili lirAvv...)-Aillatusi, - � P�/ j/ eJ� ��,� '���` \ \\w I,t 211 t ,,, .; ,::, ,,,s% flop . jaiir' 7 # .1:\ N' REgir IN 19 p r 3ANILL146...1- a `•;: '°® '°°,:';'. / �% ah A f u� nl _.. 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AilhArifito.migb- 1.4.4110m 6.Nnis ermimirmill , line ........._...iiiiill „.,___„..,giona __.., .-. ; al -- . . 1 r- PPITIAlli 4; AWAIII.1 1111E111111=1,41111 a IlitAdi111111= iiiiier.E.wiiii tro,4 iLvtigimprl,N, Nii 1 ,® 1111111 ® �a�n ®I —e` 1. _Ai _ 4(- IlLvA4111 / woo 4 \ / - — r A iiipowlimiiiriffiri If ito //.•/ -- -- m►r_i ,// �i '% =fie' r '1 111111 MN if 11,1 ein 2111110Areir irk 0 ∎ ., ■ /11 AIL MIL NIS 14101/0111WW1 MdlhiMMiMikk ' IL w ' 1111FAMP1 c oo L= - ' ----1 ' i pi arii lag 1 00:Aliiiirili 1 Alibik.1.111.11R144/111uPT4rtil,iiiir je ' sjIIIII1WAILc•—L—•■IIIIIII/lilIlliIIIFNIIIIIIIIIIIIIILMEIIIIIIIIIIIII DATE JOB NO. SPACE P -1 SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00 -00 1/4 "= B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00 -00 �00D INF0PJL4TI0N H0.. P10. TAG MODE. LENGTH C00KING TEMP. EXHAUST ' TYPE SUPPLY - HOOD CONSTRUCTION HOOD CONFlG TOTAL 1:101. . CF11 �t' S) TOTAL SUP. CFII r SL END 10 END ROW WIDTH WIG. DUI CF14 SP. WIDTH LENG DNA. CFM SJ? 1 H-1 4824 i.0-2 -PSP -F 6' 8.00' ,� 1300 10' 12' � 1300 -0370` 1105 16' 656 2 SS Baffle with Handles 3 Where Exposed AL018:' ALONE heandescent Ught Fbct NO Right Meld R102 3.0/3.0 311110FP t 1 Fan Outside YES ' 670 LBS 2 H-2 5424 15' 8.00' SS Baffle with Handles : 3 10' 16' 4 1750 " -0.454' Left Anecd R102 ` 10/3.0 311110FP 1 t 1 Fan Outside 430 SS 608 LBS Pea Brans SWIMS GD : • ■ 10' 18' 4 1750 - 0.454' :.. 2 incandescent Light Fbct NO MM-2 -PSP -F 3 H-3 4824 12 800' 4 YES 10' 17' 16' 1800 -0525• 2700, 1104 < 0.160' TR as o " 3 Incandescent Light Fbct 430 SS TAN WRONG TO CUNTROL N PANEL.. _ . -NAM 10' 17' WITH =SW MLA 1800 -0525• 233 LBS FAN MENG TO CONTROL NI PANEL 1 FMM WWI* Aar ICLEMBIC GAS VALVE lttit RE6TLT RNLI tf 1s M 21 a SAL RESET BELT ND-2 -PSP -F 4 H-4 ND-2 -PSP -F 6' 800' 1300 10' 1Y W-10 1300 -0370• 1105 =mom se imp o 1 . . ■ .. r Exposed ALOI ALONE • • 1 • - - l sir fie soot - A « .r 5 H-5 4224 1MB-G 9' 00' 0. 700 1350 14 14 a 1350. - 0.109' 0 - PhD vim n TABLE FOR BREAKER SIZING 430 SS 100IF ALONE ALONE IS : :: ROI 0 R lfT1" TNWORMATT�]V HOOD NO. 'FILTERS) CtERT ) UGH1iS} UTILITY CABINETS) FIRE SYSTEM MG H000 HANGING TIGHT TYPE QTY. HEGHT LENGTH QTY. TYPE ME GUARD LOCATION FIRE SYSiEY ELECTRICAL STITCHES TYPE SilE YODEL. / QUANIM9 LOCATION 1 SS Baffle with Handles 198' ' 16• iso 2 Incandescent Ught Flit NO Right Mu R102 3.0 111110TP 1 Ught 1 Fan" � a 366 LBS 16' ' 16' 656 2 SS Baffle with Handles 3 16 - 16" RESISTANCE (in. w.g). heandescent Ught Fbct NO Right Meld R102 3.0/3.0 311110FP t 1 Fan Outside YES ' 670 LBS 7 16' 20 3 SS Baffle with Handles : 3 16' 16' 4 Incandescent Ught Fat NO Left Anecd R102 ` 10/3.0 311110FP 1 t 1 Fan Outside YES 608 LBS Pea Brans SWIMS GD : • ■ 18' �' 4 SS Baffle with Handles 0.146.' :.. 2 incandescent Light Fbct NO 10' 24' 900 0.146' 4 YES 337 U3S 12' 16' ir 5 1104 < 0.160' TR as o " 3 Incandescent Light Fbct NO TAN WRONG TO CUNTROL N PANEL.. _ . -NAM 1•11/110/1111 110/ ELLCTROC GAB VALVE WITH =SW MLA NO 233 LBS FAN MENG TO CONTROL NI PANEL 1 FMM WWI* Aar ICLEMBIC GAS VALVE lttit RE6TLT RNLI tf 1s M 21 a JIOOD OPTIONS LEFT QUARTER END PANEL 23' Top Width, OR Bottom YAM, 23' High 430 SS LEFT DID STANDOFF 3' Wide RIGHT END STANDOFF (FiISHED) 3' Wide PERFORATED' SUPPLY PLFARJM( ) 42.0000 Fire System Information FIRE SYSIDA NO. 31 480000 12.0000 INSTALLATION LOCATION ON HOOD Msd R102 3.0 Tire Cabinet Right Msed R102 3.0/3.0 Fire Cabinet Right Right Mad R102 3.0/3.0 Fire Cabhet Left Left Mad R102 10/3.0 Wall Yount Right N/A 540000 9' 0.00'NDm. /9' 0.00'OD 54.0000 PLAN VIEW - Hood #5 (H -5) 9' 0.00" LONG 4224VHB -G UL LMed 0 Light Riders-If Assembly Afsemb III .o 11117/11 k'ifi''d61 III 2 45.0000 CONTRACTOR TO PROVIDE - 4' WTDE SHEET METAL COLLAR AS SHOWN, ON FRONT AND SIDES OF THE OVEN.' 39.0000 6' 6.o0'Ncm. /6' 800bm 45.0000 PLAN VIEW Hood #1 (H -1) 6' 6.00" LONG 4824ND -2 -PSP --F 120000 FlR IA-41 S'SION MAL FACTORY PREWIRED CONDUIT PREWIRED ELECTRICAL _ A�GE F EC $t{ ppy� AY. SSEE ELECTRICAL baisil GS FC+R DETAILS) REHARED( BY CAPTIVE -A SYSTEMS. DRNN PERIMETER GUTTER 4.00' 24. TOP OF OVEN REED OVEN BY OTHERS - 1800'- OYBI flE IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM UMITED- COMBUSTIBLE AND COMBUSTIBLE MATERIALS Is IN COMPUANCE TWIN LOCAL CODE REQUIREMENTS SECTION VIEW MODEL 3624VHB -G 1/?:' cm. ,L o ROD CONNECTED 1a ROOF JOIST THROUGH MOTHER UAROIIID MIGLE •ROO MD NUTS TO BE 1UPPIJED HfN= AWE E is PRE- **ALSO USED WM TYPE PO6 LENGTH 1ID114 HEIGHT 1/2' ON. ML THREAD OONEL'ITD 10 ROOF THROUGH ANOTHIM AA RE *ROD AND NUTS TO t NC= ANGLE IS M ALSO USED MIT ROD 1/2' JOIST ONE "-r HWJGND tJ� BE GUPPEED BY I1000D0 PIE - PINGED AT FACTORY TYPE 2 1000 KEGS S W1, WIDTH LEND. DUI cFtN SP. ` 1 Front 90' 12' 6' 10' 24• 10.50' 1104 0.160' 2 Front - 198' ' 12' 6' 10' 16' 2.25' 5'/9.50" 658 0.121' ANGLE LOCATIONS CAPTIVE -AIRE HQQDS ARE BUILT IN COMPLIANCE WiTH: ml a 10' 16' ' BULIDIICI CODES 656 0.121' CLEARANCE TO COM mums 1. 1iFL AU. BEINOtt 'Far ROIL i KIWIS NO WA= DY 2eCiE12B ND M0®111001SOMN1 E 10 3. 19I1110 BUI01= W010 ND WM AS NNOVI CS RAO. ALL Wet MOW 106101ALS RIMED St DADI9IS 0I00000 4 ALL 02/000010 FRCAI ap01E -A[ DOLT Pet LmWIGIL maims rum. s mass EaaB err TD =raw so toms es rat S :'SLY3rFLI3TDT=1 CIO ESN OFRE. 7. AL U n7 FaiaM &;-r, ■.a l:1M. E Ci.Tm2 -ems iaZ Fla.,^ ur REwItS 110021r0020 NIMBI N0O1 NO W =TOES BY .. UM RR U010 BMWS fY IRAIWIN 031101 012 1. IS91D IEi1DINli NE 09r01anW OF muss EO(T CIom 14 NSOWNS CONTRACTORS NOME NJ. TEIMED 11300BUTY FOR SAND OF 011001392 DATA 0011WED GI IV E OWAI01TS RR ACONa7 NITsjofs NDJ1010BRA1s010,0Ig! N DiiiT PI�OR 10 ANY IDFA9f r4. PtI001IC10N I 9iINDIr SeBL I SWAM tl. WOW X00111 jr M E RNNI® MIT gunman It WOW IUD. E NOTATE MM WWII TO NNIS NEIL 13. I SULRA R SELL E IOWA WI lemer 10 NLN lT PEE eI®g1e. tl INTRB1 HOW 0100010 WE PABCEOICE Dug SONL to 9213 NO'MPR2Er OOHS OF WS WORENT NW E tB1Es IT 141E MOW RIM 1D G1La1DiDa 'T 0 Fb1G12 . SAL NOTES RESISTANCE VS. AIRFLOW - 2^ roast HameType Greve F RESISTANCE (in. w.g). 10' 16' NCA14FA 656 0.121' 1300 ` 0.900 ` 1068 0.500 1 10' 16' 125.08 656 0.121' 3 Front 164' _ 16' '< 6' 10' 24' 115 900 0.146' FLTER DETAL tt yam BTSarnc lacsosnrca :180VAC SHDIPT TRIP =LAG TO CONTROL PANEL BREU wR wWIRING nalo-minum 1I03110 wimi TO O 0010cowC1101 iC8f0AL 15 R -¢,�■• 1IOLIMA PAWL (f Pea Brans SWIMS GD : • ■ 10' 24' 12 01101, R js 13 1112110111111 900 0.146.' :.. as mu, i 10' 24' 900 0.146' 4 Front 84' 12' 6' 10' 24' 1104 < 0.160' 42.0000 Fire System Information FIRE SYSIDA NO. 31 480000 12.0000 INSTALLATION LOCATION ON HOOD Msd R102 3.0 Tire Cabinet Right Msed R102 3.0/3.0 Fire Cabinet Right Right Mad R102 3.0/3.0 Fire Cabhet Left Left Mad R102 10/3.0 Wall Yount Right N/A 540000 9' 0.00'NDm. /9' 0.00'OD 54.0000 PLAN VIEW - Hood #5 (H -5) 9' 0.00" LONG 4224VHB -G UL LMed 0 Light Riders-If Assembly Afsemb III .o 11117/11 k'ifi''d61 III 2 45.0000 CONTRACTOR TO PROVIDE - 4' WTDE SHEET METAL COLLAR AS SHOWN, ON FRONT AND SIDES OF THE OVEN.' 39.0000 6' 6.o0'Ncm. /6' 800bm 45.0000 PLAN VIEW Hood #1 (H -1) 6' 6.00" LONG 4824ND -2 -PSP --F 120000 FlR IA-41 S'SION MAL FACTORY PREWIRED CONDUIT PREWIRED ELECTRICAL _ A�GE F EC $t{ ppy� AY. SSEE ELECTRICAL baisil GS FC+R DETAILS) REHARED( BY CAPTIVE -A SYSTEMS. DRNN PERIMETER GUTTER 4.00' 24. TOP OF OVEN REED OVEN BY OTHERS - 1800'- OYBI flE IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM UMITED- COMBUSTIBLE AND COMBUSTIBLE MATERIALS Is IN COMPUANCE TWIN LOCAL CODE REQUIREMENTS SECTION VIEW MODEL 3624VHB -G 1/?:' cm. ,L o ROD CONNECTED 1a ROOF JOIST THROUGH MOTHER UAROIIID MIGLE •ROO MD NUTS TO BE 1UPPIJED HfN= AWE E is PRE- **ALSO USED WM TYPE PUNpED 2 HOOD 1/1' DM. ONE bout: _ HNMPD lJ BY 161N1•!0 COMMOTOR AT FACTORY YODF13 .IU 4 NEWT DUTY NUT AND - 014E BELOW NINE: VH9-9 •D-2 HANGNQ ANGLE DETAL 1/2' ON. ML THREAD OONEL'ITD 10 ROOF THROUGH ANOTHIM AA RE *ROD AND NUTS TO t NC= ANGLE IS M ALSO USED MIT ROD 1/2' JOIST ONE "-r HWJGND tJ� BE GUPPEED BY I1000D0 PIE - PINGED AT FACTORY TYPE 2 1000 KEGS S W1, 1st mom cum HUr MOVE AND ONE BEIDE NNW STEEL HWW2413 ANGLE CON1WCICR 011-0. MEL Jt WC NO HANGIIQ ANGLE DET4L HOOD STYLE REAR DIM FROM `,,C4 _ „L1 DIM FROM �J ND2/ND2 -PSP -F 4.17" 2.25' 225' ND/ND -PSP -F 2.00" 10.50' 8.00' BACKSHELF. 2847BD 2.00" : 14.25' N/A gliistairSE VHB/VHB -G VH1/VH1 -G 36"X36' 42"X42 48'X48' 2.25' 5'/9.50" 2.25' 11"/9.50" 2.25" 11 "/9.50° ANGLE LOCATIONS CAPTIVE -AIRE HQQDS ARE BUILT IN COMPLIANCE WiTH: ml a D1 NSF• - NFPA' BULIDIICI CODES IAMBI L WISUMED LMT NO�e•al3IAaea STANDOFF COMB II E 3• INSULATED STJDOFF CLEARANCE TO COM mums 1. 1iFL AU. BEINOtt 'Far ROIL i KIWIS NO WA= DY 2eCiE12B ND M0®111001SOMN1 E 10 3. 19I1110 BUI01= W010 ND WM AS NNOVI CS RAO. ALL Wet MOW 106101ALS RIMED St DADI9IS 0I00000 4 ALL 02/000010 FRCAI ap01E -A[ DOLT Pet LmWIGIL maims rum. s mass EaaB err TD =raw so toms es rat S :'SLY3rFLI3TDT=1 CIO ESN OFRE. 7. AL U n7 FaiaM &;-r, ■.a l:1M. E Ci.Tm2 -ems iaZ Fla.,^ ur REwItS 110021r0020 NIMBI N0O1 NO W =TOES BY .. UM RR U010 BMWS fY IRAIWIN 031101 012 1. IS91D IEi1DINli NE 09r01anW OF muss EO(T CIom 14 NSOWNS CONTRACTORS NOME NJ. TEIMED 11300BUTY FOR SAND OF 011001392 DATA 0011WED GI IV E OWAI01TS RR ACONa7 NITsjofs NDJ1010BRA1s010,0Ig! N DiiiT PI�OR 10 ANY IDFA9f r4. PtI001IC10N I 9iINDIr SeBL I SWAM tl. WOW X00111 jr M E RNNI® MIT gunman It WOW IUD. E NOTATE MM WWII TO NNIS NEIL 13. I SULRA R SELL E IOWA WI lemer 10 NLN lT PEE eI®g1e. tl INTRB1 HOW 0100010 WE PABCEOICE Dug SONL to 9213 NO'MPR2Er OOHS OF WS WORENT NW E tB1Es IT 141E MOW RIM 1D G1La1DiDa 'T 0 Fb1G12 . SAL NOTES RESISTANCE VS. AIRFLOW - 2^ roast HameType Greve F RESISTANCE (in. w.g). 160.45 4 NCA14FA NCA14FA ET-4 1300 ` 0.900 ` 1068 0.500 1 115 8.0 125.08 5 NCAIOFA NCA10FA ET-5 (kPa) S 0.500 1112 0.333 1 115 7.0 103 /016 ran /1171 „2 SW/1M 91,12 KO/10 AIRFLOW (fpm/m/s) Sa/ INSgaidi 101011011,1 mama Kleen -Gard Baffle Type Filters are UL Classified Grease Extracting Filters. MEA # 168 -78-M Aluminum MEA # 247 -96-E Stainless Steel FLTER DETAL HOOD NUMBER 1 & 5 SCALE NTS FYFTATT 1' TW AT T TTiV)PWATTAAT FAN JNIT NQ FAN UNIT MODEL # MODEL TAG CFM SP. RPM H.P. • VOLT FU YIEIGHT (IBS.) 1 NCA14FA NCAi4FA EF -1 1300 0.900 1066 0.500 1 115 8.0 125.08 2 NCAi6FA NCA16FA E -2 3500 1.000 1170 1.500 3 206 " 4.7 160.45 3 NCA16FA NCA16FA ET-3 3600 1.000 1191 1.500 3 206 4.7 160.45 4 NCA14FA NCA14FA ET-4 1300 ` 0.900 ` 1068 0.500 1 115 8.0 125.08 5 NCAIOFA NCA10FA ET-5 1350 0.500 1112 0.333 1 115 7.0 96.72 FM JN NQ FAN UNIT MODEL # BLOYYEN HOUSING TAG ffM SP. RPM H.P. t1 VOLT FLA WEIGHT (LBS.) 8 NSAUI -G10 010 NSAU.1 SF-1 1105 0.500 697 0.333 1 115 7.0 184.10 7 NSAU2 -G12 G12 NSW2 SF-2` .2625: 0.500 663 0.750 3 ; 208 2.7 257.77 8 NSAU2 -G12 G12 NSAU.2 SF-3 2700 0.500 669 0.750 3 208 2.7 257.77 9 NSAUI -G10 GIO NSAU.1 ST-4 ` 1105 0.500 697 0.333 1 115 7.0 184.10 FAN OPTIONS FAN UNIT NO. - grease Box - Grease Box - Grease Box 1 Grease Box CURB ASSEMBLIES NO. #9 CAFA SERIES UPSLASi' MAUS"' FANG 41-762) W HT B DRAIN R G-R +3' RO 2G A11 - ROOF MOUNTED FANS - RESTAURANT MODEL - UL782 - AMCA SOUND AND AIR CERTIFIED WIRING- FROM MOTOR TO DISCONNECT SWITCH WEATHERPROOF DISCONNECT HIGH HEAT OPERATION 300F (149T) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 3007 149V) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUIUBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. amp � ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 6007 316'C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. GREASE BOX HINGED FAN PITCHED CURB INSULATED CURB DUCTWORK BETWEEN NCAFA BELT DRIVE EXHAUST RISER ON HOOD CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA AND FAN (BY OTHERS) FAN MODEL HT W B C` F R RO . WEIGHT NCA10FA 27 1/4 30 1/4 2 21 21 1/2 13 1/4 16 120 NCA14FA 30 1/2 33 3/4 2 24 3/4 23 14. 7/8 20 140 NCA16FA 33 3/4 39`3/8 2 28 23 1/2 18 1/2 24. 190 STANDARD SERIES DOWN DISCHARGE SUPPLY FANS SUPPLY FAN ELECTRICAL DROP RO RO ROOF' OPENING DIMENSIONS PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH: EXAMPLE 7/12 PITCH - 30' SLOPE CURB DIMENSIONAL DATA FAN MODEL 0 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 FILTER QTY:' FILTER SIZE WEIGHT 10' 26 32 28 23.375 21.75 25.87E 2 16' X 20' 175 LBS 12' 36 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' 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 a 30' SLOPE 12 EXHAUST FAN AND SUPPLY FAN DETAILS AND SPECIFICATIONS SCALE NTS 3.0000 54.0000 1 12A000 zamitaz, „vdrite.... • gr; !las 10.0000 III 10.0000 010 ILL Listed Ineendessent light 25.0000 48.5000. 10.0000 6.0000 16.0000 49.0000 ANSUL R -102 WET CHEMICAL FiRE SUPPRESSION SYSTEM FACTORY PPREW1RED CONDUIT 3.0000 480000 REWIRED VTMC iFRANN STARTERS AND SUPPLY FAN SHUT -LDOWN R Y (SEE ELECTRICAL DRAWINGS FOR DETAILS Bi C&T EPREWIRED YAPiVE E SYSTEMS. 16.0000 10.0200 M99961 93.0000 10.0000 iE�6'f�91 49.0000 5' 6.00"Npm./15 6.00'00 49.0000 46.5000 10.0000 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. Cabinet 120000 r Ate / :e 10:0000 9.0000 J- • L17.0000- UJ- Listed Iltemdeecerlt Light F6cbuo -H110i Caabinyet -12.0000 24.0000 38.0000 0000 l A 11IY 54.0000 76.0000 17.0000 L 1 24.0000 2' 800'Norn./121 &00'OD 54.0000 38. 28.0000 PLAN ViEW Hood #3 (H.-3) 12' 8.00" LONG 4824ND -2- PSP -F NOTE: Additional hanging orgies provided for hoods longer than 12 ft, ANSUL R -102 WET CHEMICAL FIRE SUPPRESSION SYSTEM FACTORY PREVNRED CONDUIT PREV1RED ELECTRICAL PACKAGE WITH FAN STARTERS AND SUPPLY FAN SHUT -DOWN RELAY. (SEE ELECTRICAL DRAWINGS FOR DETAILS) ) LIGHT k LIGHTED FAN SWITCH PREWIRED� BY CAPTIVE-AIRE SYSTEMS. EXHAUST HANGING AN r 16` SS BAFFLE WITH HANDLES AND HOOK 3' INTERNAL STAND • IT IS THE RESPONSIBILITY OF Inc. A.;Ci;TIECT /01 2 TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED- COMBUSII AND COMBUSTIBLE MATERIALS IS IN COMPUANcE WITH LOCAL CODE REQUITiEMEN1S. GREASE DRAIN WITH REMOVABLE CUP 48.0000 lam) z EPA 1 UL Listed O Ftxt r0. -High Tamp Assembly 12.0000 10. III 1411 • 39.0000 42.0000 24. 6' 6.00'Nom. /6' 6.00'O111 39.0000 42.0000 .04 0 0 PLAN VIEW - Hood #4 6' 6.00" LONG H--4) 4824ND -2- PSP -F 48.00' 3.0000 INCANDESCENT LIGHT FIXTURE -HIGH TEMP ELY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (1.55 FIXTURE) ATTACHING PLATES SUPPLY RISER WRH 275' VOLUME DAMPER 23.5X OPEN STAINLESS STEEL PERFORAiED PANEL EQUIPMENT BY OTHERS SECTION VIEW MODEL 4824ND -2- PSP -F HOOD NUMBER 2 THRU SCALE NTS ELECTRICAL PACKAGES N0. TAG PACKAGE # ROOFTOP STARTERS FANS CONTROLLED TIDE 0 H.P. VOLT FLA ECP-1 11111017 Utiity Cabinet Right Utility Cabinet Right Hood if 1 1 Light 1 Fan Exhaust On In Fire, Fans On /Off ThermostaUcagy CCntrolled Exhaust 0.500 115 8.0 115 7.0 ECP-2 ECP -3 311110FP 311110FP Utiity Cabinet Right Hood # 2 Utility Cabinet Left Hood # 3 1 Light 1 Fan 1 Light 1 Fan Exhaust On In FTre, Fans On Off Thermostatically Controlled Exhaust On In Fire, Fall On /Oft Thermostatically Controlled Exhaust py Exhaust 1.500 0.750 1.500 208 4.7 2.7 4.7 111110FP SS Wall Mount Box 1 Ught 1 Fm Exhaust 0.750 0.500 115 115 2.7 8.0 7.0 s arec ■ PROM ROKAIR - IWE9sated Qty - ads. N1 i/17/2010 CRAM NR6ER 311i10FP JOB N WER 1123022 : DIVAN EN CONTROL IWr 12004 H1•41E• N1- IIEUTMI 13A BI - DO NOT TIME TO SLANT MP DEM2R 33� P�� pars.. V,/ 1 Od u Fig 1 Tnananiktea y cos rolls& jFaasr.aa 0..0101 0�a4181-111110 RI 101011111101 mat tw 141. iivm IM Its a1IER Rai Mob. • an 1.• 43 3.011 A'•fe • M• 1.11 1.7 -/tt NW= ha MI= li> QPhD4! E FOLD MOW N Y KIT comm. . PNQ. ROTMLAITO JOB NNE S..bo1 City - *oft IN DAZE • //13/21/10 MONO IRLLNEit 3niiOFP . JOB NUMBER f0eae22 DRAIN BY HOOD TO CONTROL PANEL POWER Fly FOR CONTROLS AND LIGHTIN4 Mail! . .. mum PAWL COMMA PA= irml■mi p�, E::.. mill anal :- ; Ma weal -... ®�:�- . EIS L ia�ar PIN Date .. • : Ibla Midi Ng era .a a amid a it hos al - his MI hag aoMl __L.l, mho la O. shah fah as *am • . MIND 1!x60 BwRiCHES TD CONTROL PANEL is ma Ills •IM f hit Mai a■ Fa Midi a.aMe a Or W et ' -.. .^ _ Oh to ibo dorm fa/ arli oleo mobil fa or • JIIID 1MED BwnC1316 TO Comm PAWL OD WA hi •mfI DUCT swarm STA? WRUNG OVERRIDE LT El LJ EE. ED FOR FAN _�, DI CONTROL 1 • UZI MU= rr 0 , , 7101..01 • TE� _ . � , W >saa • .. I•M. n Fits! salmi szcaostarca 180VAC SRVNT ¶ 1P SWIG TO CONTROL PANII. 88ilA1QSR 1JRQiG taco -eQScr "we Tr®t ItmaaF1 Ian grin70 w ►saw • �o� � _. .. •0101 tt yam BTSarnc lacsosnrca :180VAC SHDIPT TRIP =LAG TO CONTROL PANEL BREU wR wWIRING nalo-minum 1I03110 wimi TO O 0010cowC1101 iC8f0AL 15 R -¢,�■• 1IOLIMA PAWL (f Pea Brans SWIMS GD : • ■ CwasN 4011. 0000101 WNW , ; 12 01101, R js 13 1112110111111 1M-1 a r'! aOR>sar RAIN :.. as mu, i � .. ..- •`• .a1 -ari. ',I.' ... TR* �... , 1 . ■.■ ISM TR as o " -,.. , .k•, TAN WRONG TO CUNTROL N PANEL.. _ . -NAM 1•11/110/1111 110/ ELLCTROC GAB VALVE WITH =SW MLA -, FAN MENG TO CONTROL NI PANEL 1 FMM WWI* Aar ICLEMBIC GAS VALVE lttit RE6TLT RNLI tf 1s M 21 a SAL RESET BELT CONTROL PAWL 17 w 1. so 01010101■• ssa�:: FAN BREAKER PANEL. y��t}r +1r - SEE • . '•-i 7 m TM • W-10 ill =mom se imp o 1 . . ■ .. r f� ,se ares • • 1 • - - l sir fie soot - A « .r 1 NMI WWII far DRAWING !' • m ros N I� :;: a MOTOR ' ' wrap - PhD vim n TABLE FOR BREAKER SIZING IDMOM AILMILW 111111111. MIS es-UAW re -10101 w =.�nM Df= MY se low 11- ■Em _ wpm swamrIimstae IS : :: ROI 0 ■310 serats x L3F1.'TMQIL PRIME Hf1CKAOE JOB WIESaOod Qty - WAWA MI DRAMA NAOER num.. JOB 111106t : tp6R_22 DAMAN !n COMM INPUT 12121Ip H1 -1.UE. N1-! JTRAL 104 NCR - 00 NOi 111E TO SHUNT WP BRENDA 17011/1 Fan. Bdia it Exhaust Fan ���/p�b TMrmaetoaaaly Conballsd �a .) slot P.0. WIND 11111 li°0.Oes MY 0 mfLLlRI.mLGDImIaR AEI itEi ,. Lair Weer 120NIC H2 -110• J N2- 10-N1r1 L MA BIM QAAK 14000 PER =curt) 111 typ. MIMI IP 1112 TM= h64110 1 111 OA • 111 0..P. 110-a 1 11 I. f 11 Amp r ELECMICAL PRIME Jos NNtES.obad Q0. - ads. WA • 1/1$/=010 [AMINO TUNER • Stiife* JOB RUMEN TOO= DMON BY coma. INPUT 12011110 HI-U•E, N1- NiflWIL 1811 DKR - DO NOT WIRE 10 SHUNT 1RP BREAKER 3 r h Eldfaaala purr gm 1T.na..talbay Centold. CONTROL PANT NSTALLADON JOf NMESabod Qty - sadf. •N DATE Y^3/200 N DRAMAS NOM lump JOB MINER WOWS DRAM BY HOOD TO CONTROL PANEL POWER MEM FOR COMMIS AND LN ENNA . . paid' 1 area ........ + .,. :m PAII CONTROL PAWL ), p�, E::.. mill anal te PIN .. • : Ibla Midi Ng era .a a amid a it hos al - his MI hag aoMl __L.l, mho la O. shah fah as *am • . MIND 1!x60 BwRiCHES TD CONTROL PANEL is ma Ills •IM DUCT SWITCH 011200=52000:110 8T'AT WIRING OVERRIDE LILA O u FOR FAN DI CONTROL 1 • UZI MU= rr 0 s TE� � , W >saa • .. I•M. n Fits! salmi szcaostarca 180VAC SRVNT ¶ 1P SWIG TO CONTROL PANII. 88ilA1QSR 1JRQiG taco -eQScr "we Tr®t ItmaaF1 Ian grin70 SO 0101'iL PaLFi is IaRR : , IN din CONTROL PAUL r• :m� > =um �_ "as`: , CwasN 4011. • _;� ∎ "011■ -• al„ ., .. .,,u NOM 014 01_)17 •`• TM Ma tf ._. .. s„ r,., s %,r... -,.. , .k•, TAN WRONG TO CUNTROL N PANEL.. _ . -NAM 1•11/110/1111 110/ ELLCTROC GAB VALVE WITH =SW MLA NOM RESIT rasAy CONTROL PAYE. tf 1s M 21 a FAN BREAKER PANEL,. :. SEE DRAWING ate;I MOTOR TABLE FOR BREAKER SIZING • •„ .,,.1. le _ate •• msMst 7 Ea to �• ... ' ' ' 1 =mom se imp 1 NMI LM fit! - _ A • • 1 • - (s1W. _J 3Y.2A- m eh �' - was eau Vol - MaOM Nana fMl EC -.. YR.. MUM IL -/ur a -!au1 M ..M to -in 11jawass tterAM .ale -.Ome TO I= p 1 NMI WWII far s0. ( :;: S07°0 ••• m zap =se =sem mew Nova. JOB Wa0Stabed City Seattle I11 ,/13mco maw MAW imiarf Joe NUMBER OWNS WM BY CONTROL MST 120111C K1-1.iF Ni- NinRAL IMO Bat - 00 NOT 111E TO SHUNT iifP B EAI01R t> car L,LISit°tch Fri Ibn gy�IF 7}rnnookeea4r Contra1W (Factory bridal whom 11164.11. Mat Pa Adam* aiawatellms pw'aw 0 0.v WI w wpI Nib 0 War 1M. VIM! hi an= 10-1 16 • M1 1s &f 11 /MO •t•OD • O 611. Lf - 401E 1,JAI 1101 -'fin' Y aM i 1MIFS21 MEMO Nao Oahe FELD NaaWm lac aNel 011 1/11 TOTION01 SCOW TO RnD r R•Ail► MOO wR 2x18x860x fol,..MEIAIMISMMUNProrsINIA MAILNI 1Mi'J.'iE. y11a >Sp PRIM! SI MIME holi 1. 111 u • 111 /mow • -s1q 1 111 Salt f If kw RID 11110 D® e®s. asO= M -.Oat 1r -11h al L -N!r NM M PIMPLE r a - WW1 MN= Mt faml I% f M FDD taMONO RCM NW W 2 x 18 x 8 Box RECiIVED APR 012010 PERMIT CENTER SEPARAT PERMIT Al D AP OVA ELECTRICAL DETAILS AND SPECIFICATIONS SCALE NTS B.D. SUBMITTAL: 00 -00 -00 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 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 DQ'iES 30/2VX40 fn z O U ti 0 rn 0 SiU PERMARIKIE C7 z W z Q z z REVISIONS: 1\ 03-01 -2010 A t ^� A DATE 12.17.09 JOB NO. 09293 SHEET NUMBER 2006 Washington State Nonresidential Energy Code' Compliance Form Mechanical Summary 2006 Washington State Nonresidentia :Mechanical Summary State Nonresidential Energy Coda Compliance Forms Project Address 2006 Washington State Nonresidential Energy Code Compliance Forms Seafood City: Supermarket Revised July 2007 Seafood City Supermarket 1/7/2010 For Building Dept Use Tukwila, yraehiagton 25852'Mc8ean Pki Applicant Phone: 651.714.0133 513, Valencia, CA 91355 Applicant Name: Jeff Pollock C.E.A. Applicant Address: 25852 McSeaa :Pkwy 513, Valencia, CA 9 Applicant Phone: 661.714.0133 Project Description Briefly describe mechanical system type and features. 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 Includes Plans Compliance Option ravings must contain notes requireing compliance with commissioning requirements Section 1416 Project Description Briefly describe mechanical system type and features. Exhaust Fan Specifics Include documentation requiring carnelian mmissioning requirements, Section 1416. 0 Simple System ® Complex System Q Systems Analysis (See Decision Flowchart (over) for quafifications.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. Coolin g Equipment Schedule 0 Simple System Q 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 Brand Name1 Model No.' Total CFM Location Location York York FC -5 SAC -1 EAC -2 36000 1200 Ceiling 48000 48000 24000 24000 Ceiling 1600 Ceiling 1, 14.00 Ceiling sFHC -c304 360000 15000 1500 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 Brand Name Model No.1 Total CFM Input Btuh Output Btuh Efficiency` Brand Name' Capacity` BtWh Total CFM Input Btuh Output Btuh York 36000 THGD48 48000 1200 1600 120 160 1600 121302411 600 400000 36000 48000 48000 24000 24000 400000 3.'4` COP'. 34000 20000 332000 COP 3.44 COP 833 :`AFUS' Fan Equipment` S Fan Equipment Schedule rand Name SF -1 Greenback SF -2 Greenback Model No.' Flow Contrail Brand Name1 Model No.' HP/BHP Flow Controls SAF- 110 -I G -QD SAF- 112- 124.7G -Qn SAE- ft* - Lt4G -QD 0.50 7500 SAF- 110 -LG-QD 1445 EF -1 sF a 'If available. x As tested applicable. ' Flow control t Greenback GI3E- 161 -7G -Q10 -: CUBE- 24011P-It4GD Greenbeck Greenbeck 0.50 0.08 0.25 Valerie's Market Toilet Hood EF -8 Greenback. ccord:ng to Table 14-1A through 14-1G. If )es: variable airvolume(VAV), constant volume quired. . COP, HSPF Combustion Efficiency, or AFUE CV), or variable speed (VS). If available. applicable. 1481 0.25j 2 As tested according to Table 14 -1 A through 14-1 G. 3 If required. a COP, HSPF, Combustion Efficiency, or AFUE, as ow control types: variable air votumi A constant voiume (CV), or variable speed . tyI? aril V}, { V), p (VS) 2006 Washington State Nonresidential Energy Code Compliance Form Complex Systems Checklist . 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address Seafood City Supermarket 2006 Washington State Nonresidential Energy Code Compliance Form WElectric Motors Revised July 2007 2005 Washington State Nonresidential Energy Code Compliance Forms Project Address Seafood City Supermarket Revised July 2007 The fofowitng 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 - CHIC 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 specifications alone is NOT an acceptable alterative. Information Required For Buik Bing Department Use 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). Location on Plans ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY Description of plication or Use Min.Nom. Full load Efficiency Field assem. sys. 1432. 1432.2.1 1432.2.2 n-a.' Setback & shut- off Air system reset Hydronic System Water Economizer Separate air sys. Heat recovery Elec. motor of lc. Variable flow sys, Provide calculations Indicate separate systems or show isolation devices on plans Indicate' automatic reset £c -2 °Pen open Kitchen' Dining 80.0% Indicate automatic reset, cooling tower, & heat pump loop valves n. a.: Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. Indicate water economizer and provide calculations if 1433 Exception 2 is utilized Indicate separate systems on plans FC -4 Retail Kitchen Hood # 2 Indicate that simultaneous heating and cooling is prohibited, unless use of exception is Justified Indicate heat recovery on plans; complete and attach heat recovery calculations MECH -MOT or Equip. Schedule with hp, rpm, efficiency Indicate variable flow on fan and pump schedules Indicate uncooled and unheated make -up air 314:;1 Kitchen Hood # 3 Kitchen Hood # 4 !: Kitchen Hood # 1 Kitchen Hood # 2 87.5% Kitchen Hood 3/4 Ef -6 Kitchen Hood ft 4 Sales Area valeria's 1200 1/4 open Market Toilet 1200 Indicate VAV, unheated/uncooled or heat rec. makeup na is circled for any question, provide explanation: Office'' 1200 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. Minimum Nominal Full -Load Efficiency Start Here Section 1411.1 Equipment Efficiency Stall Meet Tables 14-1A through 14-1G tray Fuel Fumaci Input 225,000 'N etuh? ietd- Assemble Equipment? attaaty of HW\ Healing System> N,000 BtutY3✓'' 1411.1 intermittent Ignition Device 8 Power Venting or 1411.1 0.75% Damper. If input >_ mm Maximum Jacket 225,000 Beth then Loss 1412.6 Modulating or Staged Combustion Controls Required Section 1437.9 Calculations of Total i= On-.Site Energy Input H & Ouput Required Section: 143221 Supply Air Reset Controls Required Section 1432.22 Hot Water Supply Temperature Reset Required 40 125 Open Motors Closed Motors 3,600 1,800 1,200, 3,600 1,800 1,200 Efficiency (%) Eftidency (e %) - 825: 80.0 75.5 82.5 80.0 82.5 84.0 84 0 82.5 84.0 85.5 84.0 84.0 -: 85.5 84.0 : 84.0 86.5 64.0 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 90.2 91.0 91.0 90.2 91.0 902 91.0 91.7 91.7 91.0 9Z4 z 91.7 91.0 92 4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 < 93.0 92.4 93.0 93.0 93.0 936: 9a6 93.0 93.6 ! 93.6 93.0 94.1 93.8 _ 93.0 94.1 93.6 93.0 94.1 = 94.1 93.6 94.5 94.1 93.6 94.5 941 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- 1A or l4-1 B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an exptosion- proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying mater has been approved {i.e. i# thecnly U.L. iisistg far the equipment is with a less - efficient motor and there is no energy - efficient motor option). motots_cxlaim an excepliort, rst motor and note For which eception ing applies. 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklis 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address Seafood City Supermarket' .. Revised Juy 2007 The foflowin information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the 9 fY P PP h Washington State Nonresidential Energy Code. 9 Location on Plans HVAC REQUIREMENTS ect'o ' (Sections 1401-1424) Equipment performance Equipment schedule with type, capacity, efficiency indicate intermittent ignition, flue/draft damper & jacket loss Heat Pumps HVAC controls Temperature zones J Indicate Locations on plans. Indicate 5 degree deadband minimum M -4 n.a. Humidity control Optimum Start yes a. 1414 1414.2 1415.1 1416 1416.2.1 1416.22 -3 1442 Heat pump control Combustion htg. Balancing Ventilation Control Thermostat interlock Air.economizers Air Econo Operation Wtr Econo Operation Water Econo Doc Integrated operation Indicate thermostat with night setback and 7 dill. day types Indicate damper location and auto. controls & max. leakage Indicate microprocessor on thermostat schedule Indicate modulating or staged control Indicate balancing features on plans (continued on back) 2006 Washington State Nonresidential Energy Code Compliance Form cal Permit Plans Checklist 2006 Washington State Nonreei ential Energy Code Compliance Forms Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified P sP rating conditions not less than the values shown inTable 14 -1A through h 14-1G. if a g 9 nationally recognized certification program exists for a product covered in Tables g P 9 p 14-1A through 14 -1 G, and it ' clu ea provisions r i g rs it in d p s ns fo verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -feed and o17 -fired forced air furnaces with input ratings 225.000 i3tu/h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (110), 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 Stu/h (65 kW), inotuding electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 RatMQ Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Wher na applicable procedures exist date shall p PP A data 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 and water heat applications shall have either an Energy FActor (EP) or a CAE of not less than the following: ftIIP t. Pr Revised July 2007 1412.8 Ventilation Controlsfor High-Occupaney Areas: Demand dontrol ventilation DC is required t i V or spaces that are larger than 500 ft2 have a design (DCV) pa 9 ft2, . i8 occupancy for ventilation of greater 40 people to for 1000 ft2 of fioor area and are P Y 9 P P se edb systems ym it o c : ry w h rte r more of the following: Y. 9 a. : An air -side economizer. b. :Automatic modulating control u:. rd r m g of the outdoor al damper, , or . P 0. ' A design outdoor airflow greater than 3000 cfm. Exceptions: 1.S stems with energy recovery complying wit section 1436. Y h r9Y pry with n 4 2. Multiple-zone systems w' hoc direct -di ' rcontrol of individual zones p without r gala f z communicating with a central control panel. 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 Tess than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return airdampers to provide 100 percent of the design supply air as outside air to reduce or eliminate 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 shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - 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. 2. : Design cooling load 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 full 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 Btu1h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. Indicate demand control ventilation for high- occupancy areas Indicate thermostat interlock on plans tndlcate 100% capabfiity on schedule Indicate 100% capacity at 45 degF db & 40 deg F wb Indicate crg load & water econoe & dg tower performance Indicate capability for partial cooling Humidification Indicate direct evap or fog atomization wl air economizer Ducting systems Duct sealing Duct insulation Piping insulation Indicate sealing necessary Indicate R-value of insulation on duct indicate R -value of insulation on piping Completion Requirements Commissioning Sys.Bal & Func.Test Commissioning Comm. Report Separate air sys. Mechanical Summary Form Service water htg. Elec. water heater Shut -off control Provide commissioning plan Indicate air and water system balancing & functional testing Indicate O &M manuals, record drawings, staff training Indicate requirements for prelim. & final commissioning report Indicate separate systems on plans Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer Indicate R -10 insulation under tank Indicate R -value of insulation on piping Indicate minimum COP of 4.0 Indicate pool heater efficiency m.a. .a. Pool heater controls Pool covers Pools 904- degrees "no" is circled for any question, provide explanation: -. I 1 < 50 gal storage 0.58 0.71 50 to 70 gat storage' 0.57 0.71 > 70 gal storage 0.55 0.70 1411.4 Packaged Electric Heating and Coo Ing Equipment: Packaged electric 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 thezone. At a minimum, each floor of a building shall 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 feast 5 degrees F wiithin 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 Fund 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 .Off: 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 week. it must retain programming and time for a power loss of 10 hours and include an accessible 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 offwhen no occupant is sensed fora 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 spaces shall be equipped with dampers which close automaticaly when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall 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 stones in height. 4. 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 fit height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 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 shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAG 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 aver 225,000 Btulh shall have modulating or staged combustion control. 2. , Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fart. 4. Nonadiabatio 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 atone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of seating 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 primary sealant where 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, shall 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 and any exteriorenvelope surfaces per Chapter 13. Outside air 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 an automatic shutoff damper complying 2005 Washington State Nonresidential Ene Code Compliance Form 9. p damper came in 1412.4.2 optimum Stott Controls: Heating and cooling systems with design supply 2. are isolated from the exterior wrth an automatic shut oil p complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within' sys tem each day to o bring the spa c e to desired occupied temperature levels . - conditioned spa c e' shal l comply with ith Ta ble 14-5 4 -5 require men ts . minimum. be 'a function of the difference between space temperature and occupied Exceptions: plenums shall be thermal N insulated per r Table'1 4-5. immedraiel before scheduled occupancy. The control algorithm shall, as a other set point and the a mount of time prior to scheduled occupancy. 1. Within the HVAC equipment 7412.6 Heat P u m P Controls: Unitary cooled heat pumps shall include o s d2. E xhaust air du a is notsub l e ct tgender n. microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controlsshaltanticipate need for heat use 3. Exposed ductwork within dhm a zone that serves that zone. he 1415 Piping Systems compression heating as the first stage of heat. Controls indicate when __.. P g Y P 9 9 i it 114 -6. supplemental heating is being used. through visual means (e.g„ LED indicators }. =- 1416.1 insulation. Piping shall be themiatfy insulated in accordance with Table Pp 9 9 9 ,_., P 9 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. i with a capacity over 225,000 Btu1h shall have modulating orstaged combustion c o trot . 000 Washington State ta te Plum bing Co de (WAC 51-26) Water pipes ouiside the conditioned space shall be m,, s> . ula ied in accordance d ance w with EXCEPTIONS: 1. Boilers. 2, Radiant heaters. 1416 completion Re uiremenb` ( Relerfc NREC Section 14 16 and the Buildin g 1412.7 Balancing: Each air supply outlet air orwater terminal devi ce shall have Commissioning Guidelines, published by the Bur7dirtg Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and forcomplete text and guidelines for building completion and commissionin g pressure t est connections and balancing valves. req uiremenfs. ) REVISIONS: 1Q 03-01 -2010 A A A A A 0 A A A A DATE JOB NO. SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00-00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUB�} U t'1 CAE -. I 1 < 50 gal storage 0.58 0.71 50 to 70 gat storage' 0.57 0.71 > 70 gal storage 0.55 0.70 1411.4 Packaged Electric Heating and Coo Ing Equipment: Packaged electric 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 thezone. At a minimum, each floor of a building shall 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 feast 5 degrees F wiithin 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 Fund 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 .Off: 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 week. it must retain programming and time for a power loss of 10 hours and include an accessible 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 offwhen no occupant is sensed fora 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 spaces shall be equipped with dampers which close automaticaly when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall 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 stones in height. 4. 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 fit height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 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 shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAG 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 aver 225,000 Btulh shall have modulating or staged combustion control. 2. , Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fart. 4. Nonadiabatio 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 atone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of seating 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 primary sealant where 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, shall 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 and any exteriorenvelope surfaces per Chapter 13. Outside air 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 an automatic shutoff damper complying 2005 Washington State Nonresidential Ene Code Compliance Form 9. p damper came in 1412.4.2 optimum Stott Controls: Heating and cooling systems with design supply 2. are isolated from the exterior wrth an automatic shut oil p complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within' sys tem each day to o bring the spa c e to desired occupied temperature levels . - conditioned spa c e' shal l comply with ith Ta ble 14-5 4 -5 require men ts . minimum. be 'a function of the difference between space temperature and occupied Exceptions: plenums shall be thermal N insulated per r Table'1 4-5. immedraiel before scheduled occupancy. The control algorithm shall, as a other set point and the a mount of time prior to scheduled occupancy. 1. Within the HVAC equipment 7412.6 Heat P u m P Controls: Unitary cooled heat pumps shall include o s d2. E xhaust air du a is notsub l e ct tgender n. microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controlsshaltanticipate need for heat use 3. Exposed ductwork within dhm a zone that serves that zone. he 1415 Piping Systems compression heating as the first stage of heat. Controls indicate when __.. P g Y P 9 9 i it 114 -6. supplemental heating is being used. through visual means (e.g„ LED indicators }. =- 1416.1 insulation. Piping shall be themiatfy insulated in accordance with Table Pp 9 9 9 ,_., P 9 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. i with a capacity over 225,000 Btu1h shall have modulating orstaged combustion c o trot . 000 Washington State ta te Plum bing Co de (WAC 51-26) Water pipes ouiside the conditioned space shall be m,, s> . ula ied in accordance d ance w with EXCEPTIONS: 1. Boilers. 2, Radiant heaters. 1416 completion Re uiremenb` ( Relerfc NREC Section 14 16 and the Buildin g 1412.7 Balancing: Each air supply outlet air orwater terminal devi ce shall have Commissioning Guidelines, published by the Bur7dirtg Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and forcomplete text and guidelines for building completion and commissionin g pressure t est connections and balancing valves. req uiremenfs. ) REVISIONS: 1Q 03-01 -2010 A A A A A 0 A A A A DATE JOB NO. SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00-00 B.D. SUBMITTAL: 00 -00 -00 B.D. SUB�} U t'1 PLUN BIN G ABBREVIATIO \S PLLMBI \G ABBREVIATIO\ S 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 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/O WC WCO 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 F01 PIPE TEE UP PIPE TEE DOWN AIR RELIEF VENT O PIPE ELBOW DOWN C' PIPE ELBOW UP PIPE TEE BRANCH UP ( W / ELBOW) PIPE TEE BRANCH DOWN W : ELBOW) INDICATES DIRECTION OF DOWNWARD PITCH N C E CONCENTRIC REDUCER ECCENTRIC REDUCER FLOW DIRECTION INDICATOR INDICATES EXPANSION LOOP PIPE ANCHOR I1 UNION CAP BALL VALVE CHECK VALVE (ARROW TOWARD DIRECTION OF FREE FLOW) 11111111111111111111 THERMOMETER PRESSURE GAUGE WALL CLEAN OUT TRENCH DRAIN FLOOR DRAIN ROUND FLOOR DRAIN SAQUARE ROOF DRAIN OR OVERFLOW DRAIN OVERFLOW SCUPPER CONNECT NEW TO EXISTING SHADED SIDE IS NEW WORK SECTION PLUMBI \G LI \ETYPE LEGE \D OSW` DOUBLE CHECK BACKFLOW PREVENTOR REDUCED PRESSURE BACKFLOW PREVENTOR CIRCUIT SETTER GATE ( (SHUT-OFF) VALVE E HOSE BIBB RECESSED , I b i GAS SHUT -OFF COCK PRESSURE REDUCING VALVE GAS PRESSURE REGULATING VALV E 5psi 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 RV RELIEF VALVE HB HOSE BIBB 1 SHOCK ABSORBER I' STRAINER FCO FLOOR CLEANOUT 0 FS FLOOR SINK nM WM WATER METER POC POINT OF CONNECTION REFERENCE SYV BOLS MX.X -X ENLARGED PLAN ID G HBD ✓' 1: f cw(E) HW (E) HWR(E) MPG(E) G( E CD(E) OFL(E) RWL(E) SS(E) GW(E) OIL A N D SAND WASTE (BELOW SLAB/ GRADE) INDIRECT DRAIN GAS VENT HOSE BIBB DRAIN PLUMBING WITH HEAT TRACE DOMESTIC COLD WATER (E) DOMESTIC HOT WATER (E) DOM E STIC HOT WATER RETURN ((E) PLUMBING DEMOLITION MEDIUM PRESSURE GAS LINE 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) V(E) SANITARY VENT (E) SUFFIX (E) IN CONJUNCTION WITH LIGHTER SHADING INDICATES EXISTING PIPE OR EQUIPMENT. OF ALL EQUIPMENT Q (TYPICAL Q 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 DRAWING I DEX P0 1 PLUMBING COVER SHEET PO 2 SCHEDULES SHEET PO.3 PLUMBING DETAILS SHEET P1.0 WASTE AND VENT PLAN P2.0 HOT AND COLD WATER PLAN P3.0 GAS PLAN GE \ERAL \OTES THESE DRAWINGS HAVE BEEN DEVELOPED AVAILABLE ORIGINAL DRAWINGS AND RECORDS OWNER. MATERIALS DIMENSIONS, ROUGH PA I ILRNS AND THE LIKE ARE FURNISHED BY THE , , INTERPRETATIONS OF THOSE RECORDS AND SHALL:. BE FIELD VERIFIED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE BROUGHT TO THE A I I ELATION OF THE ARCHITECT PRIOR TO COMMENCING ' WITH THE WORK. (REMODEL ONLY) E PRIOR TO BIDDING OBTAIN A COPY OF THE SPECIFICATIONS AND PLANS, VISIT THE JOB SITE, TAKE , , ALL NECESSARY MEASUREMENTS, NOTE EXISTING CONDITIONS, CONDITIONS AND GATHER ALL OTHER INFORMATION NEEDED FOR AN ACCURATE BID. ALLOWANCES WILL NOT BE MADE FOR EXTRA COSTS RESULTING FROM FAILURE TO NOTE E XISTING CONDITIONS. EQUIPMENT 1PMENT INCLUDES , BUT IS NOT LIMITED TO PIPING, CONTROLS AND AIR CONDITIONING SYSTEMS (REMODEL ONLY) BASIC PLUMBING ITEMS OF THE NATURE AND THE SCALE OF THE DRAW! LAGS CERTAIN A BECAUSE 0 TH , SU CH AS UNIONS, FITTINGS, ELBOWS , ETC. MAY NOT BE SHOWN. WHERE S UCH ITEMS ARE REQUIRED UI RED BY THE 'NATURE OF OR WHERE THEY ARE REQUIRED B BY OTHER SECTIONS OF THE SPECIFICATIONS, Q DI ONAL COST N . TI THE WORK OR BY CODES AND REGULATIONS. TH EY SHALL BE FURNISHED AT NO AD S GENERAL :LOCATIONS OF PIPING, EQUIPMENT, DUCTWORK TO THE OWNER. THE DRAWINGS INDICATE Q , AND SIMILAR. THE EXACT LOCATION IS TO BE DETERMINED BY THE CONTRACT OR TO BEST. FIT THE LAYOUT OF THE JOB. THE CONTRACTOR SHALL SEE THAT ALL MATERIALS, INSTALLATION AND WORKMANSHIP IS APPLICABLE CODES, LAWS, OR PERFORMED IN `ACCORDANCE WITH THE LATEST EDITION OF ALL APPLIC , ORDINANCES OF THE STATE AND ALL COUNTY AND LOCAL CODES, CITY LAWS OR ORDINANCES. V INCLUDING ALL STATE OR LOCAL BOARD OF HEALTH, FEDERAL AND STATE ENVIRONMENTAL OR AGENCIES. ENERGY CODES AND UTILITY REGULATORY PROTECTION REGULATIONS ':STATE ENE Y NHOEL Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 26.0182 www.nadelarc.com 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 FLOOR, EXTERIOR WALL AND LY FILL CLEARANCES BETWEEN RACEWAYS AND OPENINGS. COMPLETE , ROOF SEALS SHALL ALL ALSO BE MADE WATERTIGHT. APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND DIRECT AS ARRANGE AND INSTALL PIPING , POSSIBLE. FORM M RIGHT ANGLE E AND PARALLEL '. LINES WITH BUILDING WALLS. KEEP PIPES CLOSE TO WALLS, PARTTi ONS AND CEILINGS, OFFSETTING ONLY WHERE NECESSARY TO FOLLOW WALLS AN D WITH AVOID INTERFERENCE W OTHER MECHANICAL ITEMS LOCATE GR OUPS OF PIPES S PARALLEL TO EACH OTHER; SPACE THEM AT A DISTA LACE THAT PERMITS ACCESS FOR SERVICING VALVES. :: FOR DRAINAGE PIPING CHANGES IN DIRECTION, USE LONG SWEEP WHERE POSSIBLE, OTHERWISE, TEE BRANCHES SHORT SWEEP 1/4 BENDS, OR COMBINATION 8 BENDS; USE SANITARY / / ONLY FOR HORIZONTAL BRANCHES DISCHARGING TO STACKS. FIT ENDS TOGETHER, `MATCH SO THAT SEWER OR DRAIN LAY ALL PIPING TRUE''TO :LINE AND GRADE, , , ' WILL HAVE SMOOTH AND UNIFORM `INSERT. FOLLOW LOCATIONS AND ELEVATIONS NS AT SITE. AS THE N DIRT AND OTHER FOREIGN MATERIALS. CLEAR PIPE INTERIOR ` OF CEMENT, PIPE LAYING PROGRESSES, , f DURING WORK STOPPAGE PERIODS, PROVIDE EFFECTIVE FFECTIVE 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 R . PROVIDE CLEANOUTS ON `' ALL BRANCHES OVER 5 -0 N SEWER LINES WITH LOCAL A INCOMING WATER AND 12. COORDINATE SIZE AND LOCATION OF METER, NOTIFY UTILITY AGENCIES. N FY OWNERS REPRESENTATIVE OF THE UTILITY HOOKUP UP FEES OR ASSESSMENT COST AS SOON AS THEY CAN BE DETERMINED. - NOTIFY OWNER'S REPRESENTATIVE AT ONCE IF PUBLIC . C SEWER OR WATER SERVICE I S NOT AVAILABLE LE TO THE SITE 13. MECHANICAL AIR LOCATE ALL PLUMBING VENTS A MIN. OF 10' HORIZONTAL OR MIN. 3 ABOVE MECH 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 DE 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 NSTALLED 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 ARE FOUND WITH THE WORK OF THE OTHER TRADES, BRING ALL SUCH CONFLICTS THAT CONFLICTS , TO THE ARCHITECT'S A I ILNTION 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. - C 22. 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 IN INSTALLED. EXISTING AFTER LINES ARE BY GOVERNING FEES AND INSPECTIONS REQUIRED Y 24. OBTAIN AND PAY FOR ALL NECESSARY PERMITS , Q AUTHORITIES. 25. SEE SPECIFICATIONS FOR ' FURTH ER REQUIREMENTS. 26. ALL FLOORS SHALL SLOPE TOWARDS THE FLOOR DRAINS PER SECTION 411.2.1 OF 2006 UPC 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. �o- O23 H.D. SUB SCPIIIES 30/2 tr)g engineers *chemical building systems engineerkg 818735.5551 1 81&735.5554 f 31332 s4:: salines, silts 112 aestlalca gage, ca 91362 In 0 0 RFCEIVcD APR 012010 PERMITeig,76,TE PERMIT AND APPROVAL - AL: 01- 04-10 S.D. SUBMITTAL: 01 -21 -10 2nd H s Nil la L� 0 U W CD LL�I Z - (f) m REVISIONS: 02.05.1 A\03.01.1 .L' A A A DATE 00 -00 -00 JOB NO. 09293 SHEET NUMBER ITTAL 02 -00 -10 C.1 CONNECTIONS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW FD -1 TENANT FLOOR DRAIN (ROUND) FLOOR DRAIN QUANTITY FIXTURE TOTAL ROUND CAST IRON FURNISH WITH TRAP PRIMER CONNECTION JAY R. SMITH 2270H MEDIUM DUTY CAST IRON STANDARD MEDIUM DUTY HINGED GRATE WITH SEDIMENT BUCKET AND TRAPRIMER CONNECTION HINGED GRATE WITH SEBINENT BUCKET AND TRAP PRIMER CONNECTION. ` HOSE BIBB (NON- FREEZE) WALL HYDRANT AUTOMATIC DRAINING FREEZE RECESSED HOSE BIBB. ESS WAL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. SH DEPARTMENT WALL FAUCET HOSE BIBB (NON - FREEZE) ADA LAVATORY (WALL -MTD) WALL HYDRANT 3/4" VITREOUS CHINA 404 -317CP 1 -1/2" FURNISH WITH METAL WHEELHANDLE AND THREADED VACUUM AUTOMATIC, DRAINING FREEZELESS WALL HYDRANT IN BOX WTH THREADED VACUUM BREAKER AND LOOSE KEY. RECESSED HOSE BIBB: SEE ARCH. DWG'S FOR MOUNTING HEIGHT. BLADES. PROVIDE CARRIER. FURNISH SINK AND FAUCET WITH 8" CENTERS. FURNISH FAUCET WITH WRIST THERMOSTATIC MIXING VALVE RECIRCULATION PUMP THERMOSTATIC PRODUCE PREP RESTROOMS & UTILITY 1/2 MOP HANGER #889 -CC, AND VINYL RIM GUARD #E -77 —AA PRE—SLOPED SECTIONS PRE— SLOPED SECTIONS PRE - SLOPED SECTIONS 3 -COMP SINK (PER FAUCET) HAND SINK 3 -COMP SINK HAND SINK TABLE SINK STEAMER 3 -COMP SINK HAND SINK SHRIMP SINK (PER FAUCET) FISH SINK (PER FAUCET) 2—BAY SINK (PER FAUCET) ICE MACHINE FISH CLEANER 3 -COMP SINK HAND SINK PREP SINK WATER CLOSET - F LAVATORY MOP SINK 1st HOSE BIBB EACH ADDITIONAL 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 IRON GATE AND TRAP " PRMIMER CONNECTION 3 DEEP WELL SECTIONS WITH DUCTILE IRON GRATE, WITH INTERNAL STRAINER 12FT. PRIMFR CONNECTION WITH ACCFS PANFI . 27123 �p GI STEM" �SIONAL �ZyG PR -500 PRIME -RITE U: N PRESSURE ACTIVATED WALL MTD STANDARD w•I S. °VALE ROYAL 1' WALL MOUNTED TOP SPUD WITH BLOW - OUT FLUSH ACTION. PROVIDE WITH 1.0 GPF EXPOSED CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL, ELONGATED OPEN FRONT SEAT. CHROME PLATED FLUSH VALVE MTD ON WIDE SIDE OF STALL, ELONGATED OPEN FRONT SEAT.' WATER HEATER RHEEM ES50 54G TYPE 100 GALLON mechanical budding 8) sterns engineering 818.7-4.051 (818.735.4 f 31332 Na canna, suits 112 tla; s %gage. ea 91382. 54 KW INPUT, 3PHASE,480 VOLTS OUTLET TEMP. SET @ 120 DEGREES. INSTALL XP XP -1 EXPANSION TANK ST12V EXPANSION TANK 3/4" WH -2 WH -6 ELECTRIC TYPE 3/4" 3/4" WH -3 WH -5 ELECTRIC TYPE MOBIUS T —M50 NON STORAGE GAS FIRED INSTANTANF011s 1 -1/4" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER BACKFLOW PREVENTER PRESSURE REGULATOR 3/4" 1 -1/2" 76 GALLONS, 15 KW IMPUT, 480 VOLTS, 3 PHASE, RECOVERY OF 242, OF 242 G.P.H SET OUTLET TEMP TO 120 DEGREES. INSTALL XP -2 50 : GALLONS, 15 KW IMPUT, DEGREES. INSTALL XP -2 480 VOLTS AT 80 DEGREE RISE 6 3 PHASE, RECOVERY OF 78 G.P.H. AT 80 DEGREE RISE. SET OUTLET TEMP TO 120 WALL MOUNTED INSTANTANEOUS TYPE 6.8 G.P.M. AT 90 DEGREE RISE WITH TAKAGI FLUE KIT: INSTALL PER MANUFACTURES INSTRUCTIONS. INSTALL XP -2 INSTALL PER WATER DISTRICT STANDARDS ROUTE AIR GAP FITTING DISCHARGE TO FLOOR SINK 1 -1/2" SET OUTLET PRESSURE AT 75 P.S.I. OW \ER FUR \IS CO \TRACTOR STALLED CONNECTIONS MARK ITEM MFGR MODEL TYPE MATERIAL COLOR ITEM MFGR MODEL CW HW FISH CLEANING MACHINE HAND SINK ICE MACHINE FAUCET AND BASKET DRAIN INCLUDED HF -H TWIN INSTALL 1" APPROVED TYPE BACKFLOW PREVENTOR PER CODE AS REQUIRED LOBSTER TANK OZ -1 OZONE MACHINE ECO—SAFE 2" INDIRECT DRAIN TO NEAREST RECEPTOR STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL B -0290 3/4 ". PREP SINKS TO DRAIN INDIRECTLY TO FLOOR SINK. POT & UTENSIL SINKS TO DRAIN DIRECTLY TO WASTE B -0290 3/4" DIRECT B -0290 B -0290 133X 3/4" STAINLESS STEEL STAINLESS STEEL SINK REQUIRES 8 FAUCETS INDIRECT WASTE TO FLOOR SINK SINK REQUIRES 2 FAUCETS INDIRECT WASTE TO FLOOR SINK SINK REQUIRES 6 FAUCETS INDIRECT WASTE TO FLOOR SINK DESIGNED PER 2006 UPC INLET @ 2PSI LOAD TOTAL CFH INLET SIZE OUTLET SIZE ORIFICE SIZE SPRING COLOR 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 TOTAL PRESSURE AVAILABLE DISTANCE TO LAST FIXTURE EQUIVALENT DISTANCE IN FEET(10 %) FITTINGS GALLONS PER MINUTE (GPM)(276 F.U.)FLUSH VLV. METER SIZE ALLOWABLE PRESSURE 27 x 100' LOSS / 100 FT. 440 EQ. FT. GPR 1715 1/2" GREEN SIDE OF BLDG. N/A PSI 3 PSI ALL REGULATOR REVISIONS: , O2.05.1 Q 03.01.1 203.24.1 _ NOTE REFER TO ARHITECTS TENANT SPACE PLANS FOR EQUIPMENT LIST AND SCHEDULES. ALL TENANTS IMPROVEMENT SHALL BE INCLUDED IN THIS SCOPE OF WORK. DATE JOB NO. 09293 SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS. LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 02 -00- MAXIMUM PIPE /TUBING SUPPORT SPACING, FEET NOM. THRU. 1 1 -1/4 1 -1/2 2 2 -1/2 3 4 SIZE 1" T RE E IPMENT 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 STORE EQUIPMENT TERMINATE 1O' -0" FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW. 2' -0" MIN. FROM ANY WALL OR STRUCTURE. SEALANT WATER 'TIGHT LINK -SEAL HANGER ROD, ATTACH TO STRUCTURE TERMINATE DRAIN OVER FS W/ 1" AIR GAP COUNTER FLASHING SLEEVE FINISHED FLOOR OMIT CHAMFER WHEN NEXT TO STRUCTURE TOP OF SLAB - 18" SQUARE 6" DEEP CONCRETE PAD ADD SEISMIC BRACING AS REQUIRED 1/2" DIA. HANER RODS WITH 36" MAX. SPACING ON EACH CHANNEL SEAMLESS LEAD FLASHING NHOEL RETHIL STEEL REINFORCED BOOT FLOOR SINK DOME STRAINER Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 HOT MOP - CORE OR SAND CUT SLAB AS REQUIRED SAND ROOFING www.nadelarc.com 1 1 -1/2" 12 GAGE ANGLE CHANNEL OR 2 "x2 "x1/2" WASTE PIPE ROOF_ ` CONSTRUCTION, S.A.D., AND S.S.D. echcnical building systems engineering 818.735.5551 1 818.735.5554 f 31332 * calico*, mite 112 weetloke village, co 91382 THERMOMETER AUTOMATIC AIR VENT (TYPICAL) PIPE SIZE (IN) MAX SUPPORT SPAN, (FT) UPTO1" 7 1 -1/2" 9 2" TO 2 -1/2" 10 3" 12 3 -1/2" 13 4" 14 5" 16 3/8" LAG SCREW TO WALL (TYP.) SECURE WATER HEATER TO WALLWITH 18 GAGE GALV. STEEL STRAP 1 -1/2" WIDE AND 5/8 DIAMETER BY 3-1/2 LAG SCREWS EACH END. (TYPICAL FOR WATER HEATERS AND EXPANSION TANK) SPAN SHALL BE GOVERNED BY SMALLEST PIPE REQUIREMENTS THERMOMETER (N)GATE VALVE (TYP.) COMB. P &T RELIEF DIELECTRIC UNION (TYP.) VALVE IMMERSION TYPE THERMOSTAT /— TIME CLOCK AS REQUIRED (TYP.) SUPER -STRUT ACCESSORIES ATTACH TO STRUCTURE WITH NOTE: ALL SINKS AND LAVATORIES IN FOOD FACILITY AREAS, SHALL BE SUPPLIED WITH A MINIMUM OF 120 DEG. F. HOT ` WATER FULL SIZE IW TO FS HANGER ROD MIN. 1/2" DIA. SUPER -STRUT PIPE CLAMP. (TYP. FOR MULTIPLE PIPES.) 1 "W.X20 GAUGE GALV. SHEET METAL STRAP BOLT TO WALL STUDS "r IN LINE ALL BRONZE CONST. 1/6 H.P. /120V. /SINGLE PHASE W/B.&G. PUMP HANGERS. (N)3/4" CNO'DE TO REQUIRED PI 3'X3'X6" 18GA. GAt SHEET METAL PAN EXPANSION TANK 6' HIGH LEG MINIMUM TIME CLOCK SUITABLE FOR — OUTDOORS INSERTION TYPE AQUASTAT SEISMIC - RESTRAINTS BY MECHANICAL CONTRACTOR THERMAL HANGER SHIELD OR ISOLATOR WHERE REQUIRED. 'I 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 IN. /SQ.FT. OR LESS �- 1/8" STEEL PLATE (4)1_/4" ANGLE IRON LEGS 6" HIGH WELD TO STEEL PLATE. �— CHECK VALVE -SUPPLY AND RETURN DUCT BY MECH CONTRACTOR -AIR CONDITIONING UNIT - 3/16" X 1-1/4" X 10 LONG PLATE AND 3/8" GALV THREADED ROD. " KIN - LINE" Na 293 OR EQUAL AT 10' -0" OC. TOP OF SLAB 12" LONG BRAIDED FLEXIBLE- CONNECTION WITH CLAMPS FLEXIBLE CONNECTOR TO BE LISTED FOR OUTDOOR USE. -GAS PIPE DOWN THRU ROOF. OPEN AIR VENT AIR CONDITIONING UNIT BY MECHANICAL CONTTACTOR -DISTANCE` VARIES WITH SLOPE OF PIPE AC UNIT BY MECH. CONTRACTOR -ELECTRICAL DISCONNECT -UNION PRE - FABRICATED CURB BY OTHERS ROOF GALV. CLEVIS HANGER- HANG AT 10'- 0 "O.C. - REDUCE PIPE AS NEEDED TO CONNECT, TO UNIT CAP FOR FUTURE TENANT USE. ROOF CURB BY MECHANICAL CONTRACTOR SUPPLY AND RETURN DUCT BY MECH CONTRACTOR -DRIP LEG -GAS PIPE RE: PLANS FOR SIZES AND ROUTING SECURE TO STRUCTURE PER SMACNA REVISIONS: 02.05.1 ,A03.01.1 A A- A - A A A A DATE 00 -00 -00 JOB NO. 09293 SHEET NUMBER SCALE: NTS 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. H.D. SUBMI AL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 02 -00 -10 ES MAKE P.O.C. TO EXISTING 4" NEW 4" WASTE MAKE P.O.C. TO EXISTING 4" NEW 3" WASTE MAKE P.O.C. TO EXISTING 4" NEW 3" C.W.V. 4" WASTE DN. 2" V.T.R. MAKE P.O.C. TO EXISTING 4" NEW 2" WASTE 3" VENT THRU ROOF WITH WASTE WASTE WASTE BELOW BELOW BELOW SLAB SLAB SLAB WASTE BELOW SLAB WITH Nadel Studio One, Inc. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 F. 310.826.0182 4*F.c.o, / 411101.1111.1.110011010.1%1PMLIPATALWIPAMIAW1 ■4%,"-- --7--- --- - - -7 4* ' ' 4 4 4 4 4 4 4 .4 4 :4 . 4 4 .4 .4 . 4 4 4 4, '4 74" V4'4 a4 4' 4 V4 74 r 4 7.4* ■••'■ I" 4 4 RAMP JP .3.33% MAX. SLOPE WO, 14irru°444/11i./.., • .1 • el s mr-vir I BALER -LE 6' FINISH OFFSET TO 2" V.T.R. ) 2 WASTE DN. AND 2" VENT UP OFFSET TO 2" V.T.R. )1''CONDENSATE DRAIN UP THRU ROOF W_/ FLASHNG CONNECT TO HVAC EQUIPMENT ON ROOFWITH 3" DEEP WET VENTED TRAP. EXTEND DRAIN PIPING BELOW ROOF AT 1%. DROP DN. IN WALL AND CONNECT TO LAV TAIL PIECE. VERIFY EXACT UNIT LOCATION & DETAILS WITH —.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. )1''CONDENSATE AND 1" OVERFLOW DRAINS CONNECT TO FAN COIL UNIT. INSTALL 3" DEEP VENTED TRAP CONTINUE PRIMARY DRAIN ABV. CLG. DN. IN WALL SPILL INTO FLQOR SINK WITH 1" AIR GAP. EXTEND SECONDARY DRAIN 1 BELOW FINISHED CLG. & TERMINATE. VERIFY EXACT UNIT LOCATION AND DETAILS WITH —.V.A.C. DRWGS. PRIOFR TO START OF THIS WOFRK. )1''CONDENSATE AND 1" OVERFLOW DRAINS CONNECT TO FAN COIL UNIT. INSTALL 3" DEEP VENTED TRAP CONTINUE PRIMARY DRAIN ABV. CLG. DN. CONNECT' TO LAV TAIL WITH 1" AIR GAP. EXTEND SECONDARY DRAIN 1" BELOW FINISHED CLG. & TERMINATE. VERIFY EXACT UNIT LOCATION AND DETAILS WITH H.V.A.C. DRWGS. PRIOR TO START OF THIS WORK. )4" WASTE DN. 2" V. UP www.nadelarc.com ..."012s7123 consulting engineers rnechcmc,c1 bung systems engin . 818./35.e551 i 818.735.5554- f 31332 =AC colinos, suite 112 westioke villoge, co 91352 'W/P:i1VAIr: • • 14,14;r.. • ":".41-erix4r4Ttrimie;r4k■Ar4.4.4,41444.4.4,4r4■45:;;:army orit % nrwrio OgY411,1_11)- ‘11111 1•10/L41-11 oirS 3,, Aokit) - . . - :...: '..... W 0,4 .'..: . -....4.f. A. it Atitia IA 2 ik 0 Up AlElk ittlA \ :121&AMISEEM;.=, #....,..-.-:=i •o•••••••••■• • -4.4' . ........ :44,4711-77 4■.7.,-.•7.S7o. GENERAL NOTE: ALL WASTE SHALL HAVE A GRADE OF 2% PER SECTION 708 OF 2006 UPC — WHEN PIPE IS 4 INCHES OR LARGER. *ONLY WHEN APPROVED BY AUTHORITIES HAVING JURISDICTION SHALL THE PIPE BE LAID AT 1% \... . - '': -111I 110 it 1 1 /` 7 /* NW ,' ■\ : s ...... „ ,...... FLU1111110 -• • . , 1 , . Ago, . / ..\,„ , X. IFAIill — — — 1 .. 1 A -rf.71r ' % . mpg. a -.4*. 0-422 iik Mrs / as it 4 ‘114'\'\44 A Mt • AA II—J -19 ;ALAS i s. • '- \\ ila Wet ..., -1r* . :,:,,,c)),), # 41°4 cio\ IS . , -42F.C.O. FlNIS-IED ' lz (Viiiii, ‘44j*t 416fr ..# 44,84iici. \\., S. \ \ iril,41‘, \ ..../.4 \ ;," , . , ,,. MEM SENSMELBYPREEAREAS UNIFORM PLUMBING CODE 2006 TABLE 10-3 SEAFOOD CITY MARKET GRAVITY GREASE INTERCEPTOR SIZING INTERCEPTOR VOLUME (2) 500 GALLONS 750 GALLONS 1.000 GALLONS 90 (3) 1,250 GALLONS 172 216 307 (3) 342 428 576 720 2112 2640 1,500 GALLONS 2,000 GALLONS 2,500 GALLONS 3,000 GALLONS 4,000 GALLONS 5,000 GALLONS 7,500 GALLONS 10,000 GALLONS 15,000 GALLONS 1 _TYPE _UNIT VALUE _UNIT TOTAL ,. I IAND SINK 2 DRJ - _ v IF ri - 1 COMP. SINK W 3"F.S. 6 - - - - 2 COMP. SINK W/27D 5 - - 2 COMP. SINK W/3°F.S. 6 - 6 - 3 2 3 COMP. SINK W/rF.D. 6 = 12 2 MOP SINK W/3. W. 6 = 12 1 2 comr. .,INK W/21". . 5 on • 6 3 COMP. SINK W/37.S. 6 = 36 - 1 3 COMP. SINK W/2'F.D. 6 = 6 • M P !INK vqr vi. 6 - - - AA nni irrr 3 2. FLOOR SINK 2 = 6 - 318 FL R SINK 6 - 5 r FLOOR DRAIN 2 = 12 4 2* TRENCH DRAIN 2 = 4 Re. nni m CHECK STAND (1) THE AINCIMUM .11101VABLE DRis PUJIBED 1D THE KITCHEN Dft.Nt4 LITIES THAT 1111.. BE C(ItIECTED 10 THE GREASE 1441ERCEPTOR. (2) THIS SIZE IS BASED 014 THE DFU.s. THE PIPE SIZE FROM THIS CODE; TABLE 7-5 USEFUL TABLES FOR FLOW IN HALF-FULL PIPES (REF: MOHINDER NAYYP/1 PPING HA/40000K, 3RD EDITION. 1992). (3) BASED ON 30 - MItallE RETENTION 791E (REF.: METCALF & EDDY. INC. SLAILL AND DECOITRILIZED VIASTESIATER W14AGELIENT SYSIDE, 3R1) ED. 1998). ROUNDED UP TO NORMAL INTERCEPTOR VOLUME B ED SLAB' LE. 6. BEL FINISHED/5 11111511/1 WAWA ASH MAIM 1511111VAIE 11112111111ErAdt_ Illa MIME 11.11.5616. 111111211111111•111111021 arAMIEll 11/4111121111 MIME iiINIAIIIRI rall21111 M11115111111111111121111N WAWA 112111VAM rA11111211041 A NZ WO firHni...EBLEABEffi UNIFORM PLUMBING CODE 2006 TABLE 10-3 VALERIO'S & PINOYS GRAVITY GREASE INTERCEPTOR SIZING DFU's (1) INTERCEPTOR VOLUME (2) 0 lati I I I r• I • • .41 .■t4.1 re NA LE. 2.-6. BELOW FINISHED SLAB MEM 7 ES 21 (3) 500 GALLONS 750 GALLONS 1.000 GALLONS 90 (3) 1,250 GALLONS 172 216 307 (3) 342 428 576 720 2112 2640 1,500 GALLONS 2,000 GALLONS 2,500 GALLONS 3,000 GALLONS 4,000 GALLONS 5,000 GALLONS 7,500 GALLONS 10,000 GALLONS 15,000 GALLONS PRODUCE RODUCE iga0:1Eix=maicisiag3521i9iniiiiippaKEE Mr411 I eihnil5r4.4°. 74aV70,,..„ tT 474'47047474`4.70,474V0-174,"071rrl■ . if EZIINI 5'-6' BELOW FINISHED SLAB GREASE WASTE FIXTURES 1 2 TYPE HAND SINK _UNIT VALUE 2 DFU = _UNIT TOTAL 4 ,. ,.:1 ',Iti."Niik .M13111 ....=. tr.t:21•11.1.,iii; 18.6....-.~ _ v IF ri I MIMI 2 comr. :INK W/31'.S. MEM 7 ES 21 (3) 500 GALLONS 750 GALLONS 1.000 GALLONS 90 (3) 1,250 GALLONS 172 216 307 (3) 342 428 576 720 2112 2640 1,500 GALLONS 2,000 GALLONS 2,500 GALLONS 3,000 GALLONS 4,000 GALLONS 5,000 GALLONS 7,500 GALLONS 10,000 GALLONS 15,000 GALLONS PRODUCE RODUCE iga0:1Eix=maicisiag3521i9iniiiiippaKEE Mr411 I eihnil5r4.4°. 74aV70,,..„ tT 474'47047474`4.70,474V0-174,"071rrl■ . if EZIINI 5'-6' BELOW FINISHED SLAB GREASE WASTE FIXTURES 1 2 TYPE HAND SINK _UNIT VALUE 2 DFU = _UNIT TOTAL 4 2 1 COMP. SINK W/3°F.S. 6 = 12 2 comr. :INK W/31'.S. 6 =1 - - 2 COMP. SINK W/27D 5 - - COMP. SINK W/3"F.S. 6 - 3 2 3 COMP. SINK W/rF.D. 6 = 12 2 MOP SINK W/3. W. 6 = 12 1 r FLOOR SINK 2 = 2 • 6 = - 2 r FLOOR DRAIN 2 = 4 • 2 - - AA nni irrr 3ft RINK (1) THE ILAXIMUM ALLOWABLE DFIts PURRED TO THE IGICHEN DRAIN IDES THE WIL BE 0:19ECTED TO THE GRFASE INTERCEPTOR. (2) THE SIZE IS BASED ON THE OSA, ThE F43E SIZE FROM TIKS CODE; TABLE 7-5; USEFUL TABLES FOR FLOW IN H.N.F-FUU. PIPES (REF: MGINDER NA'A'AR PPM HAND00011, 3RD EDMON. 1992). (3) BASED ON 30-- MUTE R0'019014 711E (REF.: MEIC/LF & EDDY. INC. SMALL MD DECENTRALIZED INASTEllATER MANAGEMENT SYSTEMS. 3RD ED. 1998). ROUNDED UP TO NORWL 94TERCEPMR VOLUME JOB NO. 09293 SHEET NUMBER SCALE 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. H.D. SUBMITTAL: 01-04-10 B.D. SUBMITTAL: 01-21-10 2nd H.D 00-10 t v 01/2 H.&C.W. DN. IN WALL TO FIXTURE 01 -1 /4" C.W. DN. IN WALL TO FIXTURES ()WATER SUBMETER WITH ELECTRONIC REMOTE ,READ AT COMMON STORAGE ROOM. MOUNT TO WALL WITH UNISTRUT AT 5FT. ABOVE ACCESS PANEL. ®SHUT OFF VALVE LINE SIZE WITH ACCESS PANEL. ®1 -1 /4" C.W. TO WATER HEATER. 1" H.W. BACK DN. IN WALL TO ,>'IXTURES 03/4 H. & C.W. DN. IN WALL TO FIXTURE 01 /2 TO TRAP PRIMER COMMECTION AT DRAIN O1" H.W. DN. IN WALL. p 1 /2" H.W. WITH SHUTOFF VALVE TO DIPPER WELLS. fi m 1 /2 C.W. DN. IN WALL TO ICE MAKER WITH APPROVED BACKFLOW PREVENTOR. '� 1" H. & C.W. DN. IN WALL TO FIXTUES. ROUTE 1 2" C.W. TO RICE- COOKER, 1 2" C.W. WITH APPROVED BACKFLOW REVENTOR TO ICE MAKER .1/2" H.W. TO DJ,PPER WELLWITH S.O.V. 1./2" H.& C.W. TO (2) HAND SINKS. & 3/4 H. & C.W. TO PREP SINK. ()ROUTE 1 -1 4 „ C.W. TO WATER HEATER. DROP 3/4” H. &C.W. DN. IN VI/ALL T MOP „SINK. 13 1/2 C.W. & 3/4" H.W. , DN. IN WALL. ROUTE 1 /2" H. & C.W. TO I -AND SINK AND 1 2 H.W.TO COFFEE MAKER. +1" H. & C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO S -2 & M SIN. 3 4P„ K H. & C.W. DN. IN WALL TO MOP SINK 83/4" H. & ,�C.W. DN. IN WALL. ROUTE 1 /2" C.W. TO STEAM TABLE. ROUTE 1 /2 H. & C.W. TO DUMP & HAND SINKS. ,� 1 /2 C.W. DN. IN WALL TO WATER FILTER. ROUTE 1 /2" WATER TO BAG & BOX SODA SYSTEM WITH APPROVED B.F.P. s •,S; 7 SHIPPING .ifer•' eir•s ' r 740,0419•w•w•Ow••■■•Ow!• NI �' -,:e, .T.wA9:.w1∎••••ww:ww w W**e ° °w Nb*r:4'401* 41410; 441141 44* ►��. 110 do 1 sAit‘, A ...rt- — 1 1. M S4e 44,41t, No4" A 109 winv 44,0104L I� lli�f w—' v '1 � tacaz • ilir a-. 'E: 4 140 , , Irere MUM WAND MUM r1Mi MOM I 111115111111111 111•% A Cl�AIll :`. mow maw WEAN AIME man ®.� I; it I 14‘, AIIII di Mr4NREZI tannin Wit ` '' ANroo/AOS7VATA#47 404" t,r0, 441 ft 410. /VAW • 41lintigerrmAITAalil Aim I V !!lII /��I ems:• � �r�... 83/4" 4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO 3 COMP SINK. ROUTE 1 /2" C.W. TO PASTA COOKER . ROUTE 1 /2" C.W. TO FILTER. ROUTE 1 /2 FILTERED WTR. TO RICE STEAMER. 83/4" H. & C.W. DN. IN WALL. ROUTE 3/4" H. C.W. TO PREP SINK. & 1 /2" & C.W. TO HAND SINK. 20.3/4" H. & C.W. DN. IN WALL. ROUTE 3 4 H. C.W. TO MOP SINK. 1 /2 C.W. TO ICE MAKER WITH APPRO ED B.F.P. 81 -1 /4" TO U-1 , & 1 /2" TO DF -1 01/2 H. & C.W. DN. IN WALL. ROUTE 1/2 ,, H. & C.W. TO EACH L -1. 1 /2" H.W. DN. IN WALL. ` L -1. 81-1 /4" C.W. DN. IN WALL. TO WC -1 82 O.W. DN. IN WALL. TO HEADER. m1 /2 H.W. DN. IN WALL' TO HAND SINK. ®3/4" C.W. DN. IN WALL. ROUTE 1 2" TO HAND SINK & ICE MAKER WITH APPROVED B.F.P. 1 2" C.W. TO ICE MAKER WITH APPROVED B.F.P. 01" C.W. & 3/4" H.W. ROUTE 1 /2" H. & C.W. TO HAND SINK. ROUTE 3/4" H. & C.W. TO PREP SINK. ROUTE 1 /2" C.W. TO DIPPER WELL & WATER FILLER. DN. IN WALL TO ■UC -2 3 3/4" & 1 /2 H.W. DN. IN WALL, ROUTE 1 /2" C.W. TO SINGLE POT FILL FAUCET. ROUTE 1 /2" H. (Se C.W. TO DOUBLE 3t POT FILL FAUCET. 01 H. C.W. DN. IN WALL. ROUTE 3/4" H. & C.W. TO 3 COMP & MOP SINK. ROUTE 1 /2 , H. & C.W. TO HAND SINK 01" H. & C.W. DN.,, IN WALL. ROUTE 3/4" H. & C.W. TO Pi3EP SINK. ROUTE 1 /2 H. & C.W. TO HAND SINK. ROUTE 1 /2 C.W. TO ICE MAKER WITH AP ROVED B.F.P. ROUTE 1 , C.W. TO DIPPER WELL FAUCETS. 2) WITH S.O.V. ROUTE 2" TO (1) DIPPER WELL S.O.V. ()SHUT OFF VALVE AT FRONT OF CASE AND ACCESSIBLE. 01 /2" OZ WATER QUICK CONNECT COUPLER FOR CASE WASH DN. 03 /4 "H.W. &1 "OZ DN. IN WALL. ROUTE 3/4" H.W. & OZ TO HS -1. ROUTE 3/4" H.W. & OZ TO 8- 3.ROUTE3 /4" OZ TO BFP -2. 01" H.W. 4 OZ DN. IN WALL. ROUTE 3 4" H. & OZ TO PREP & 3 COMP SINKS. ROUTE 1/2" OZ TO FP -2 D1 H.W. 4 OZ DN. IN WALL TO FIXTURES. 3/4" DN. IN WALL. ROUTE 3/4" TO HB -1 & 1 /2" SINK. m1 /2 H.W. DN. IN WALL TO L -1. 41 /2" H.W. & 1 -1 /2" C.W. DN. IN WALL TO HEADERS. m1 -1/4 H.W. & OZ. DN. IN WALL TO FIXTURES m1 /2 OZ DN. IN WALL TO ICE MAKER WITH APPROVED B.F.P. 43 4" OZ DN. IN WALL. ROUTE 3/4" TO LT -1 WITH S.O.V. A D1 /2 „ TO ICE MAKER WITH APPROVED B.F.P. 83/4 , OZ & 1 /2” D,N. IN WALL. ROUTE 1 /2" OZ & . H.W. TO HS -1 CONTINUE OZ TO BELOW SLAB AND R,QUTETOHB -2S ()MIN. 4' DIA. P.V.C. SLEEVE BELOW FLOOR WITH LONG RADIUS ELBOWS TURNING UP THRU SLAB. TYPE K COPPER WITH NO JOINTS BELOW SLAB. 03/4 OZ STUB UP TO HB -2 01" H.W. & OZ. DN. IN WALL TO FULL SIZE HEADER. 1 /2" H.W. & OZ TO EACH 5.4 & 5.5 FAUCET „ 81-1/2" OZ. DN. IN WALL TO HEADER. ROUTE 1 -1 2 FC -1 WITH APPROVED B.F.P. ROUTE 1/2 TO EAC 5 -6 FAUCET. 03/4" H.W. DN. IN WALL TO HEADER. ROUTE 1 /2" TO EAC-I S -6 FAUCET. 81 -1 2 H.W. & 3/4" OZ DN. ,IN WALL. ROUTE 3/4" H.W. & C.W. TO COMP,, SINK. ROUTE 112 H.W. & 'OZ. tO EACH HAND SINK. ROUTE 3/4" H.W. TO HB- ®3/4" H.W. & OZ. DN. IN WALL TO SINK. ©1 -1 4 H.W. & OZ. UP FROM SLAB. ROUTE 3/4" H.W. & OZ TO FAUCET 81" H.W. & OZ. ROUTE 3/4" H.W. & OZ TO EA. SINK FAUCET 01 -1 4 H.W. & OZ DN. TO BELOW SLAB. ROUTE TO S =5 & S-4 WALL. @CONNECT EXIST. 2" C. : PIPING SUPPLY EXISTING 2ND FLOOR FIXTURE TO NEW 2 -1 2 C.W. PIPING MAIN IN BLDG. 01 -1 /2 CW DROP IN ALL W/ SOV & A.P. 81-1 /2" CW DROP IN WALL W/ SOV & A.P. TO HEADER EXTEND AND CONNECT 1 -1 /4 TO EACH WATER CLOSET 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 mechcnicci building systems eng 318.7,35.5351 818 730 5554 s 31332 via caiinas, site' 112 aest...ke village, c.. 31352 nng 3/4 "- RODUC1 E�,- T.? • „y e„aura.�arr� toosoitlikALil fsLi:il3.� ..�s'It1f1111'►�._ maimewinammoim Ark Hem'. 'O:,i:6�+.o L���. �3.•.��aB.@:i�GS.43.L i.2;GL:4s� t•:is0aL.Oi.Ai oisoS.AS.a 4:•_o`.i.OS3^•,w4,7•147.474.".!- ,- -.-- -+ 'm�I�'� j �.,� = =� Gr^ - . -. 11111 �, k _ L1=1'/ 1174V571 Mr! DATE JOB NO. SHEET NUMBER SCALE 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. H.D. SUBMITTAL: 01 -04 -10 EZ1L -_, - • • • • • • • 'MEAT: • ROOF MOUTED GAS REGULATOER WITH SHUT -OFF VALVE IN RISE AND DROP ON ROOF. THIS 8 W.C. GAS PIPE SIZING BASED ON 300FT. 20% FOR FITTINGS. Q THIS 8" W.C. GAS PIPE SIZING BASED ON 100 FT. 20% FOR FITTINGS. Q THIS 8" W.C. GAS .'PIPE SIZING BASED ON 130 FT. 20% FOR FITTINGS: O 1-1/4" GAS DN. IN WALL. ROUTE 3/4" GAS TO EACH FRYER WITH SHUT -OFF VALVE. ® MAKE POINT OF ` CONNECTION TO DUCT FURNACE. INSTALL SHUT -OFF VALVE AND UNION. O MAKE POINT OF CONNECTION TO AIR HANDLER. INSTALL SHUT -OFF VALVE AND UNION. O INSTALL LINE SIZE AUTOMAT C GAS SHUT OFF VALVE, WITH ACCESS PANEL. INTERLOCK WITH HOOD FIRE SUPPRESSION SYSTEM. ()THIS 5 P.S.I. GAS PIPE SIZING BASED ON 400 FT. ENCLUDES 29% FOR `FITTINGS. 10 2' GAS DN. IN WALL. TO REARED ROUTE 1-1/4" GAS TO EACH FIXTURE INSTALL SHUT OFF VALVE AT EACH CONNECTION. • DELETED 12 1-1/2" GAS DN. IN WALL TO WATER HEATER. INSTALL SHUT OFF VALVE. . R SE TO 1ST FLR. CLG. SPACE C+ THIS 5P.S.I GAS PIPE SIZING BASED ON 250 FT. INCLUDES 20% FOR FITTINGS. .15.2 GAS DN. IN WALL TO HEADER ROUTE 1" TO EACH RANGE AND 1-1/4" TO EACH FRYER.ROUTE 3/4" RICE COOKER INSTALL SHUTOFF VALVE AT EACH CONNECTION. ® THIS 5 P.S.I. GAS PIPE SIZING BASED ON 330 FT. INCLUDES 20% FQR FITTINGS. THIS :8 W.C. GAS PIPE SIZING BASED ON 60 FT. INCLUDES 20% FOR FITTINGS. �$ 2 GAS DN. IN WALL -TO HEADER 1" TO EACH RANGE-1-1/4" TO OVEN INSTALL SHUTOFF VALVE TO EACH CONNECTIONS • 1-1/4" GAS DN. IN WALL. ROUTE 1-1/4" TO CHICKEN FRYER, 3/4" TO FRYER. INSTALL SHUTOFF VALVE AT EACH CONNECTIONS. 20 ROUTE NSW 2" 5 P.S.I. GAS UP EXTERIOR WALL OFFSET TOT. EXIS . „2 5 P.S.I. GAS RECONNEC 21 1 -1 4 5 P.S.I: GAS RISE ALONG EXTERIOR 'HALL TO HIGH CLG. AND INTERIOR BLDG. o THIS 5 P.S.I. GAS ` PIPE SIZING BASED ON 350 FT. INCLUDES 20% FQR,, FI TTI N GS• ,,,,,,_ 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 24 2" GAS DN. IN WALL. ROUTE 34" TO TO TO EACH WOK& DOUBLE RANG & 1/2 TO SHUT OFF VALVE AT EACH CONNECTION. 0 THIS 5. P.S.I. GAS PIPE SIZING BASED ON 38 20% FOR FITTINGS ® 2" GAS DN. IN WALL TO WATER HEATER. OFF VALVE. tenlesl bufd!ng sy-°tstns engineering °_4. M3•u....51 1 u3 ..' f 313321; a Sao. suite 112 westlake vllags, ea 91362 '' 4•. vas :.a� 1 I; • ..`�70 :* KEA TABLE 402.2(23) SCHEDULE', 40 METALLIC PIPE 0 FT. INCLUDES NSTALL GAS UNDILLUTED PROPANE INLET PRESSURE 2.0 PSI PRESSURE DROP 1.0 PSI SPECIFIC GRAVITY 1.50 PIPIE SIZE (N.) NOMINAL INSIDE 1/2 3/4 1 1 -1/4 1 -1/2 2: 2 -1/2 3 4 ACTUAL 0.622 0.824 1.049 1.380 1.610 2.067 2.469 2.469 4.026 LENGTH (ft) MAXIMUM CAPACITY IN THOUSANDS OF BTU /H 10 - 2,676 5,595 10,539 21,638 32,420 62,438 99,516 175,927 358,835 20 1,839 3,845 7,243 14,872 22,282 42,913 68,397 120,914 246,625 30 1,477 3,088 5,817 11,942 17,893' 34,461 54,925 97,098 198,049 40 1,264 2,643 4,817 10,221 15,314 29,494 47,009 83,103 169,504 50 1,120 2,342 4.412 9,059 13,573 26.140 41,663 73,653 150,229 60 1,015 2,122 3,998 8,208 12,298 23,685 37,750 66,735 136,118 70 934 1,952 3.678 7,551 11,314 21,790 34.729 61,395 125,227 80 869 1,816 3,422 7,025 10,526 20,271 32,309 57,116 116,499 90 815 1,704 3,210 6,591 9,876 19,020 30,314 53,590 109,307 100 770 1,610 3,033 6,226 9,329 17,966 28,635 50,621 103,251 125 682 1,427 2,688 5,518 8,268 15,923 25,378 44,865 91,510 150 618 1,293 2,435 5,000 7,491 14,427 22,995 40,651 82,914 175 569 1,189 2,240 4,600 6.892 13.273 21.155 37.398 76.280 200 529 1,106 2,084 4,279 6,411 12.348 19.681 34.792 70.964 FOR Sk 1 INCH- 25.4 M!. 1 FOOT - 304,8 w t POUND PER SQUARE INCH - 6.393 id'a. 1 BRITISH THERMAL UNIT PER HOUR - 0.2931 W. TABLE 402.4(24) SCHEDULE 40 METALLIC PIPE PIPE SIZING BETWEEN SINGLE OR SECOND STAGE (LOW PRESSURE REGULATOR) AND APPLIANCE GAS UNDILLUTED PROPANE INLET PRESSURE 11.0 INCH WC PRESSURE DROP 0.5 INCH WC SPECIFIC GRAVITY 1.50 PIPIE SIZE (N.) NOMINAL INSIDE 1/2 3/4 1 1 -1/4. 1 -1/2 2< 2 -1/2 3 4 ACTUAL 0.622 0.824 1.049 1.380 1.610 2.067 2.469 2.469 4.026 LENGTH (ft) MAXIMUM CAPACITY IN THOUSANDS OF BTU /H 10 291< 608 1,145 2,352 3,523 6,786 19,119 27,993 38,997 20 200 418 787 1,616 2,422 4,664 13,141 19,240 26,802 30 160 336 632 1,298 1,945 3,745 ` 10,552 15,450 21,523 40 137 287 541 1,111 1,664 3,205 9,031 13,223 18,421 50 122 255 480 984 1.475 2,841 8,004 11.720 16,326 60 110 231 434 892 1,337' 2,574 7,253 10,619 _ 14,793 80 94 197 372 763 1,144 2.203 6,207 9.088 12.661 100 84 175 330 677 1,014 1,952 5,501 8,055 11,221 125 74 155 292 600 899 1.730 4.876 7.139 9.945 150 67 140 265 543 814 1,568 4,418 6,468 9,011 200 58 120 227 465 697 1,342 3,781 5,536 7,712 250 51 107 201 412 618 1,189 3,351 4,906 6,835 300 46 97 182 373 560 1,078 3,036 4,446 6,193 350 42 89 167 344 515 991 2,793 4.090 5,698 400 40 83 156 320 479 _ 922 2,599 3,805 5,301 FOR 9:.- 1 INCH= 23.4 MM, 1 FOOT - 304.3 MM 1 POUND PER SQUARE INCH - 0.2468 KPa. 1 B6TISH THERMAL UNIT PER HOUR - 0.2931 1L:... K t ®I fillIWAIIK t/�a I V411111•4111 Et, , ,.: e. �% 1 rt. G �O 1$11• .44 6Z2 f ell ��II - - - i t: C�-iI ®III ; ;•, :► I- i€/ ® /!�a>� -I1 I kizi t ®oil- /l t /��n,�'�® ' t %/! X11 P/ ®.III PRODUCE 130 iranaoraivez : 100 C.F.H. RIMII13155MECE ECM ``.:•' -.,-, ...:..._-cos a*.. r.•:. . ' 4'''' "-id ntiermat . ' PRIM vim) RANG 90 G ; . EA. m 1 GAS OR�I� L WI Ill SUPPLIER PPLIER NEW_ TfNLOAb40 C.F.H. 3 ° -17 COOKING_ LOAD_ 1315 C.F.H. Li IH PRESSURE LOW PRESSURE "11 "�1CPLIER NEW COOKING LOAD 900 C.F. ►f�r�cT_w,•, Irsi�a�sv _ • i �� I , CIO- III . 11I AS SU' UER PRESSURE LOW PRESSURE 11 "W.C, NEW COOKING LOAD 1530 C.F.I. 11813ENCE Mar SM - 930-019 RUING - - Pa10 -00d HEW.1H SR11e7g DATE SCALE 1 /8" =1' -0" RECEIVE!) APR 012010 pgmrEFa PERMIT AND APPROVAL JOB NO. 09293 SHEET NUMBER ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01 -21 -10 L: 02- 00-x[0 FIXTURE' TOTAL KITCHEN & PREP FISH DEPARTMENT FISH SINK PRODUCE PREP FISH CLEANER 3 -COMP SINK HAND SINK PREP SINK WATER CLOSET LAVATORY URINAL MOP SINK 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 FLOOR SINKS FLOOR DRAINS TRENCH DRAINS DRINKING FOUNTAIN consulting eng!neers ;ec;:cnt bu rc systerns enginu.rng 616.735:5551 JE 618.735.5554 f 31332 vis caiines, suite 112 west ek ding=, us 91362 DATE JOB NO. 09293 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. ISOEVETRIC - FOR REFEREN H.D. SUBMITTAL: 01 -04 -10 B.D. SUBMITTAL: 01-21 02 -00 -10